HomeMy WebLinkAbout026-1127-18-000 Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix
Safety and Building Division , '
INSPECTION REPORT Sanitary Permit No:
420456 0
GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No:
Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)].
Permit Holder's Name: City Village X Township Parcel Tax No:
Miller, Jason & Angela Richmond Township 026- 1127 -18 -000
CST BM Elev: Insp. B I v: BM Description:
TANK INFORMATION ELEVATION DATA
TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV.
Septic Benchmark
Id �J o f 4g�, S��j
Dosing 6,V DD Alt. Q� 9 /0Z I 9 V
Aeration (i1�Y►1 Bldg. j S ' ewer j
3.23 .sz
Holding St/Ht Inlet 4 -/ZQ !D yb
TANK SETBACK INFORMATION St/Ht outlet �/
TANK TO PrL WELL BLDG. V t Air Intake ROAD Dt Inlet
Wl aT
Septic 16 f yrtJ Z l Dt Bottom -1", )_ ) r"
Dosing lCf� � Header /Man. Z
Aeration Dist. Pipe
o Z / L)
Holding Bot. S tern
PUMP /SIPHON INFORMATION Final Grade
Manufacturer Demand St C ver „
���s GPM G�t X"„s �fo �• 3 / ��
Model Number
TDH Lift Friction Ln System }leak TDH Ft
( t •lo
Forcemain L n Dia. r Dist. to Well
Z I AI T
SOI ABSORPTION SYSTEM
RENCH Width Length No. Of Trench PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth
DIMENSIONS /„ �' �—
SETBACK SYSTEM TO l!/ P/L k I BLDG IWELL LA E /STREAM AC E Manufacturer:
INFORMATION Ty System: CHA R UN Model Number:
> �5
DISTRIBUTION SYSTEM ~4-rd
Header /Manifold Distribution x Hole Size x Hole Spacing Vent to Air Intake
�/ Pi 1/ �/ ( it G 7
Length Dia Lengt Diah_ Spacing
SOIL COVER x Pressure Systems Only xx Mound Or At - Grade Systems Only 9 'M
Depth Over n� 7 Depth Over xx Depth of xx Seeded /Sodded xx Mulched
Bed/Trench Center p `/ ��� Bed/Trench Edges Topsoil I Yes E No Yes No
COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: / / Z Inspection #2:1 12/ b2
Location: 1336 141st Street New ichmond, WI 54017 NW 1/4 SW 1/4 25 T30N R18W hmond Hills I of 8 Parcel p1o: 25.30.18.82
1.) Alt BM Description �`' ` "� v
= Q
2.) Bldg sewer length = ?j2 / (JAxd 2:5T /p l aw ele vCtAci 0 f - y 9. 90 Co-n�
- amount of cover =� N 1.r•�LVrt4/ wa- Al 99• D 1 171 1, sand _ ! I / IAPA
3.) C ntour =
Plan revision Required ' Yes ___ No
Use other side for additional information.
SBD -6710 (R.3/97) Date Insepctor's Signature Cert. No.
1 \
Safety and Buildings Division County
� 201 W. Washington Ave., P.O. Box 7082 , Cat k
vsco Madison, WI 53707 - 7082 Site Address
Department of Commerce 1 .7-D Z- .3CIOo -A 4 1 33(0 15_
Sanitary Permit Application Sanitary Permit Number
In accord with Comm 83.21, Wis. Adm. Code, personal information you provide TZ0
may be used for secondary purposes Privacy Law, sl5.04(1)(m) ❑ Check if Revision
I. Application Information - Please Print All Information State Plan I.D. Number
Property Owner's Na me cel Number
r�
�As o;l 1'i Q F RECEDED 0 0d -11 ;2
Property Owner's M ailing A ess Pr perty Location
33 4m S�, SEA 3 0 2002 , s ,, �%
City, State Zip Code P one Number Lo Number Block Number
ST. CRUX COUNT "Y Q
�� •
& 41
A/7 ZONING OFFICE ivi on Name ��SM Number
C J 5
II. Type of Building (Check all that apply.) f�w --, ❑ City
1 or 2 Family Dwelling - Number of Bedrooms ❑ Village
❑ Public /Comme ial - Describe Use t Townshi
❑ State Owned Cjp_AtL �r t - Nearest Road
t x6 ' not ,Q �Q. ��a `' = o . 5 b
III. Type of Permit: (Check only one box on line A. Numbering is for internal use.) (Complete line B, if applicable.)
A. 1 ew 3 ❑ Replacement of 6 ❑ Addition to
System 2 ❑ Replacement System Tank Onl Existing System For County use
B ' ❑Check if Sanitary Permit Previously Issued Permit Number Date Issued
IV. Type of POWT System: (Check all that apply. Numbering is for internal use.} tip
44 ❑ Non - Pressurized In- Ground 21'19�Mound 47 ❑ Sand Filter 50 ❑ Constructed Wetland
22 ❑ Pressurized In- Ground 41 ❑ Holding Tank 48 ❑ Single Pass 51 ❑ Drip Line
45 ❑ At -Grade 46 ❑Aerobic Treatment Unit 49 ❑ Recirculating 30 ❑Other
V. Dispersal/Treatment Area Information:
Design Flow (gpd) Dispersal Area Dispersal Area Soil Application Percolation Rate v System Elevation Final Grade
Required Proposse Rate(Gals. /Days /Sq.Ft.) (Min. /Inch) Elevation
VI. Tank Info Capacity in Total Number Manufacturer Prefab Site Steel Fiber Plastic
Gallons Gallons of Tanks Concrete Constructed Glass
New Existing
Tanks Tanks
Septic or Holding Tank W � er
Dosing Chamber 7� 146) l /
VII. Responsibility Statement- I, the unders assume responsibility for ins OWTS shown on the attached plans.
Plumber's Na me (Print) Plu s Si gnature M Num Business Phone Number
Plumber's Addre ss (Street, City/ State, ip Code)
�Z 2,) � �') � 1 kA
VIII. County Department Use Onl
tort Disapproved Date Issued I su' g Agent Signature 0o Stamps)
w� Approved ❑ Owner Given Initial Adverse Sanitary Permit Fee (includes Groundwater
Determination
Surcharge Fee) 3 2.2- O�
IX. Coons of Approval/Reasons for Disappro
n
Attach complete plans (to the County only) for the system on paper not less than 81/2 x 11 inches in size
SBD -6398 (R. 05101)
PLOT PLAN
, Scale 1 "= SO 1 .
Page 3 of 7
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NOTES:
1. Elevations shown are existing ground elevations unless otherwise noted.
2. Install 4" observation pipes with approved caps. ( Z- required).
3. Septic tank to be 1Z /8v0 gallon capacity manufactured by
600 z�q:L F1 c.-Te?
4. Bench markS S L 1
5. Divert surface water around system to prevent ponding at the uphill side.
Safety and Buildings
1340 E GREEN BAY ST STE 300
SHAWANO WI 54166
TDD #: (608) 264 -8777
Visconsin www.commerc .wis ons
Department of Commerce www.wisconsin.gov
Scott McCallum, Governor
Philip Edw. Albert, Secretary
September 25, 2002
CUST ID No.691727 ATTN: POWTS Inspector
ARTHUR L WEGERER ZONING OFFICE
WEGERER SOIL TESTING & DESIGN SERVICE ST CROIX COUNTY SPIA
PO BOX 74 1101 CARMICHAEL RD
RIVER FALLS WI 54022 HUDSON WI 54016
CONDITIONAL APPROVAL _
PLAN APPROVAL EXPIRES: 09/25/ R� :ED Identifi 7 89 Numbers
Transaction ID No. 789084
SITE• Site ID No. 650740
Jason & Angela Miller 3 o ;) 002 Please refer to both identification numbers,
134TH Ave above, in all correspondence with the agency.
Town of Richmond „t. CF,O,x Cu'.:���'�'
St Croix County ZONIt OFFICE
NW1 /4, SWIA, S25, T30N, R18W
FOR:
Description: Mound System for Angela Miller
Object Type: POWT System Regulated Object ID No.: 871458
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.
A copy 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. All permits
required by the state or the local municipality shall be obtained prior to commencement of
construction /installation/operation.
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 the 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, Fee Required $ 175.00
Fee Received $ 175.00
Balance Due $ 0.00
Keith A Wilkinson
POWTS Plan Reviewer, Integrated Services WWART c 4e: 7633:
(715) 524 -3630, Fax: (715) 524 -3633 , M -F 7 am - 3:45 pm
kwilkinson@commerce.state.wi.us
cc: Leroy G Jansky, Wastewater Specialist (715) 726 -2544
TITLE SHEET Page , of
® MOUND SYSTEM
9 FOR
A BEDROOM RESIDENCE
taA This plan has been prepared in accordance with the Mound Component
1 Manual SBD -1057 P and the Pressure Distribution Manual SBD- 10573 -P
Ctz.
LOCATED IN THE 1 \ , )V , -) 1/4 OF THE SW 1 /4 OF SECTION ZS , T 3O N, R 1 8 W,
TOWN OF 0 Yj\� , Sr. C IL(jIX COUNTY, WISCONSIN.
LOT L?� OF 1�1C��IMUh� ELLS -
INDEX
PAGE 1 of 7 TITLE SHEET
PAGE 2 Of 7 SYSTEM MANAGEMENT PLAN
PAGE 3 of 7 PLOT PLAN
PAGE 4 of 7 PLAN VIEW -CROSS SECTION
PAGE 5 of 7 DISTRIBUTION PIPE LAYOUT
PAGE 6 of 7 PUMPING CHAMBER CROSS SECTION
PAGE 7 of 7 PUMP PERFORMANCE CURVE
PREPARED FOR
Sl' P PVj k-- , Y r i ss 10 )
PREPARED BY
WEGEEr<ER SO S L . TESTS M(3
AND.
DES = G;V S�RV S CE
P.O. Box 74 421 N.Main St.
River Falls, WI 54022
Phone 715 - 425 -0165
Fax 715- 425 -6864 \S /�
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t - a<tZK1q .
Euswwrr.
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� S Cr J .
JOB N0.
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Mound System Management Plan page of 7
Pursuant to Comm 83.54, Wis. Adm. Code
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
P accordance '
with NR 113, Wis. Adm. Code. The eratin condition of the septic tank
outlet filter 9 p and
shall be assessed at least once every 3 years by inspection. The utiet filte s hall 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 113 the liquid volume of
the tank If the contents of the tank are not removed at the time of a triennial 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, Safety and
Buildings Division.
Pum° Tank
The pump (dosing) tank shall be inspected at least once every 3 years. 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 for frost protection.
Influent quality into the mound system may not exceed 220 mg /L 8005, 150 mg/L TSS, and 30 mg /L FOG. 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 4 inches considered as an impending hydraulic failure requiring additional, more frequent monitoring.
General
This system shall be operated in accordance with Comm 82 -84 Wis. Adm. Code, and shall maintained in accordance with its'
component manual [SBD- 10572 -P (R. 6/99)] 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 ght upon the completion of service. An i
unsound, P opening n deemed
defective, or subject t y P g
1 o 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.
Continaencv 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 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 adsorption
and dispersal media, and related piping, and replacing said components as deemed necessary to bring the system into proper
operating condition.
Questions about the operation or maintenance of this system should be directed to:
The County Zoning Office at 1S- 3 fib_ V.6 9 a ST_ am Lx
The system installer at L S - L4 ZS- Qg S8 twPt7liC
The tank manufacturer at
The effluent filter manufacturer at q z
The pump manufacturer at
PLOT PLAN
Scale 1 "= SO' 'Page of 7
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NOTES:
1. Elevations shown are existing ground elevations unless otherwise noted.
2. Install 4" observation pipes with approved caps. ( Z- required).
3. Septic tank to be 1- /8�0 tu
gallon capacity manufacred by
W C�O CXZ �z_r_T� I J / R 18 00 \Zt. F-1 L`Tez
4. Bench marks S A-a) UV__
5. Divert surface water around system to prevent ponding at the uphill side.
r
Page Y 7
.Approve S t: ^.etic Covering
_P _ _
AST_ C33 Distribution Pipe
M&M Sand
H I G
Topsoil __ F El ev.
3 I E o.
3 `
� b
Z . % Slope
Distribution Cell of Force Main Flowed
2" to 2- Aggregate From Pump Layer
0 0- S Ft.
E 0 -6 % Ft.
CROSS SECTION OF A MOUND SYSTEM F O.8 Ft.
G o. s Ft.
A 9 Ft. H 1. p Ft.
Linear Loading Rate = a.o GPD /LN FT B G7 Ft.
Design Loading Rate= D.39GPD /SQ FT I I L4 - Ft.
J S Ft.
K 8 Ft.
L B 3 Ft.
W Z 8 Ft.
•Observation Pipe
$ K
A o---- -� - - -- --- - - - - -- ------ -- - - - - -- =-- - --
W o---�- - 6 - - - - -- -- - - -- -------------------- --�- -o Force Main
L - - -� -- - -- = - - - -! L �C,-,
Distribution
Cell of z to 2 , 2 "
Pipe
J a ggregate
Observation. Pipe
c��a= secazely)
- PLAN VIEW OF A MOUND SYSTEM
• Distribution Pipe Layout page S of 7
Place the holes at the bottom of the distribution pipes
at equal spacing. Remove all burrs from the pipe and holes.
Extend the end of each lateral up with the use of long turn or 45' fitting to a point within s i x
inches of the final grade. Terminate the ends of the laterals with a valve,: threaded cap or
. threaded plug. Provide access from final grade for the valve, threaded cap or threaded plug
771 P 1 CTS L . CZOS S SAC— `I10
pVC
Lateral M nifold � C
Lateral
X X x x x!1 xn
X
Lateral Length — Lateral Length —'P
Distribution Line
Mrsu F-:�
S
i
o --
P = Ft. Hole Diameter Inch -
S 3 Ft. Lateral 1 Inches)
X ?y Inches Manifold 2 - Inches
Force Main Inches
# of holes /pipe 1
Invert Elevation of Laterals 99.8 Ft.
1�? f3_gl =6 q�x 6 = 44 1. Ca ,,
- Combination Sept4c;Tank and
'
'PUMP CHAMBER CROSS SECTION AND SPECIFICATIONS ' PAGE (j OF
NEWT CAP WEATHER PROOF
JUUCTIOIJ BOX
4'C.Z. VEMT PIPC APPROVED LOCK IMG
1 10 - FROM DOOR, AAAMOLE COVER i4JIV
.iluoowOR FRESH ti N%EL..
w Frt z:n pyR IIJTAKE t S corapu�r `
M_ ctq # 1
INLET PROVIDE
AIRTIGHT SEAL I I
. I I I
Approved ZPtiB�� -� I ICI Approved
joint w/ joint w/
I
PVC pipe 11 ALARM PVC pipe
s �I II,
I 1
I I
C o01i 'I I
I
CLCV.0 3 FL
PUMP �
OFF
D
COWCRETE
Co (0 % 5LOCK
- RISER EXIT PERMITTED CQLy IF TAWK MAMUFACTURER HAS SUCH APPROVAL 1 APP$oyn
8r<DO t tv4
SEPTIC E SPEC,IFICATIOUS
DOSE -
T_ AWKS MAIJU FACT URCR: NUMBER OF DOSES: L4 '9
p� PER DA.,
TAI`JK SIZC : 1 _L0 L) 1 0 0O GALLOLIS DOSE VOLUME Z
ALA J'uNUFACTURCR: S-S,�L T1ZQ SkS72 S IAIC LUDING 5ACXrLCW: GALL
MODEL WUMBER' 1Q 1 l4W
CAPACITIES: A= IIJCHCS OR 00 3 GAL
LOlJS
M
3WITCH TyPC: 1�Ze�2 L°
5= Z ItJCHES'OR � � "S G(1LLOA15
PUMP AWUFACTURCR: GOU LDS
C = � t uC HES OR 13 3 , y GALLous
MODEL NUMBER: 1�0 S
D = — INC HES OR y GALL0u5
5WITCH TYPE: IUOTE: PUt1P ATJD ALARM fv T pC fO
M INIMUM DISCKARGE RATE L`I aZ GPM INSTALLED C)N ARATE CIRCUITS
VERTICAL DIFFEILENCE DETW PUMP OFF AIJO,.DISTRI8UTI0u pIPE.. 11.9-7 FEE
+ lilklIMUM NETWORK SUPPLY PRESSURE , ; C So FCET .O K
'f' LS FEET OF FORCE MAIN X 3 S gF jo FLFRICTIOU FACTgR_. - 2 33 FEET
.I
TOTAL OyNAMIC. HEAD = ` C6 0 FEET
As per manufacturer ZZ.Z gal /in. Liquid depth 3 b.�I
Goulds pp�G oV:
Submersible
f
Effluent Pump
38 EPO4
EP05
APPLICATIONS • Fasteners: 300 series • Fully submerged in high ■ Motor Housing: Cast iron
Specifically designed for the stainless steel. grade turbine oil for for efficient heat transfer,
following uses: • Capable of running lubrication and efficient strength, and durability.
• Effluent systems dry without damage to heat transfer. ■ Motor Cover. Thermoplas-
• Homes components. Available for automatic and tic cover with integral handle
• Farms Motor: 'and float switch attachment
• Heavy duty sump • EPO4 Single phase: 0.4 HP, manual operation. Automatic points.
115 or 230 V 60 H
models include Mechanical
Water transfer z, 1550
Float w' ■ Power Cable: Severe duty
• RPM, S itch assembled and
Dewatering built In overload with
automatic reset. preset at the factory. rated oil and water resistant.
SPECIFICATIONS • EP05 Single phase: 0.5 HP, 0 Bearings: Upper and lower
115 V, 60 Hz, 1550 RPM, FEATURES heavy duty ball bearing
Pump: EPO4 built in overload with ■ EPO4 Impeller. Thermo- construction.
• Solids handling capability: automatic reset
1 /a' maximum. • Power cord: 10 foot Plastic Semi -open design AGENCY LISTING
• Capacities: up to 55 GPM. standard length, 16/3 SJTO with pump out vanes for
• Total heads: up to 24 feet. with three prong grounding mechanical seal protection. SA Canadian SfandardsAssociation
• Discharge size: 1 NPT. plug. Optional 20 foot ■ EP05 Impeller. Thermo- numbers
(CSA listed model
• Mechanical seal: carbon- length, 16/3 SJTW with plastic enclosed design for end in " to or model
rotary/ceramic - stationary, three prong grounding plug improved performance.
BUNA -N elastomers. (standard on EP05). ■ Casing and Base: Rugged
• Temperature: thermoplastic design provides
104 °F (40 °C) continuous superior strength and
140'F (60 °C) intermittent. corrosion resistance.
• Fasteners: 300 series METERS FEET
stainless steel. 10
• Capable of running
dry without damage to 9
30 i z•. �-
components.
Pump: EP05 e I t - --^ �.• r'�
• Solids handling capability: c 25
3 /4 maximum. w 7 - -� - - -- I
• Capacities: up to 60 GPM. = T I
• Total heads: u t —
6 20
p o 31 feet.
• Di 1 * a
Discharge arge size: l rz NPT. ._
,
• - Z 5 I
Mechanical
0
c apical seal:
c arbon - �
rotary/ceramic - stationary, ° 15
BUNA -N elastomers. 4
• Temperature: ° 3 10 1 i
1041(40 °C) continuous I I i
140 °F (60 °C) intermittent 2
5
J
0 00 10 20 30 40 50 GPM
0 2 4 6 s 1a 12 min,
CAPACITY
®1995 Goulds Pumps, Inc.
Effecdve May, 1995
83871
Wisconsin Department of Commerce SOIL EVALUATION REPORT Page _of 3
division of Safety and Buildings
in accordance with Comm 85, Wis. Adm. Code
County
Attach complete site plan on paper not less than 8 112 x 11 inches in size. Plan must St. Croix
include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D.
percent slope, scale or dimensions, north arrow, and location and distance to nearest road. pendi na
Please print all inform tieR► _ viewed by Date
Personal information you provide may be used for seco ary �d,. o §@ kpfivbcy Law,.s. 15.04 (1) (m)), — , o w
gall—
Property Owner Property Location
r;,ovt.` NW 1/4 SW 114 S 5 T N R 1 S (or) W
Property Owner's Mar ing Address Lot # Block # I Subd. Name or CSM#
City State Zip Code hon b ❑City Village Town Nearest Road
New Richmond I WI 1 54017 flT > 24 +9
New Construction Use: ❑ Residential / NbmbQrO be rooms 4 , Code derived design flow rate 600 GPD
❑ Replacement ❑ Public or commerciQil'- mescri4e:,
Parent material GJ] dGi&l _d—r-€ - Flood Plain elevation if applicable ft.
General comments
and recommendations:
moun @ el.99.80, based on contour line of el. 98.80'
Boring # Boring 7
7.0
QX pit Ground surface elev. 9 ft. Depth to limiting factor 3�° - in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /fg
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
1
2 9 -18 7.5ur4 4 none scl 2msbk mfr qw if .4 .6
3 18 -36 7 5 4 4 none sl 2msbk mfr qw na .5 .9
n e s- -duum I na n n
F- Boring # ❑ Boring 97.90 35
21 DC] 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 /fg
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 `Eff#2
3 35 -4 10 5/3 c2d7.5 5/6 sil 2csbk mfr na .5 .8
Effluent #1 = BOD > 30 220 mg/L and TSS >30 < 150 mg/L uent #2 = BOD < 0 mg/L and TSS < 30 mg/L
CST Name (Please Print) Signature CST Number
Gary L. Steel 02298
Address ate Evaluation Conddcted Telephone Number
1554 200th. Ave., New Richmond, WI. 54017 10 -20 -2000 715 - 246 -6200
1
r
Property Owner R .T C fevr -1 gmienf r Inc. Parcel ID # pending Page 2 of 1_
Boring # ❑ Boring
3 ® pit Ground surface elev. 98' 9 ft. Depth to limiting factor 45 in.
i Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fP
in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. •Eff#1 'Eff#2
1
2 10 -29 10 4/4
3 29 -45 7
4 45 -65 5yr 4
F-1 Boring # ❑ Boring
❑ pit Ground surface elev. ft. Depth to limiting factor in.
Soil licetion Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff42
❑ Boring # ❑ Boring
❑ Pit Ground surface elev. ft. Depth to limiting factor in.
F soiiApplication Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff
in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. 'Eff #1 'Eff#2
Effluent #1 = BOD > 30:5 220 mg/L and TSS >30 5 150 mgA- ' Effluent #2 = BOD < 30 mg/L and TSS 5 30 mg/L
The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or
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SBD -8330 (86/00)
j STEEL'S SOIL SERVICE
Gary L. Steel 1554 200th Ave.
RJC Development, Inc, New Richmond, WI 54017
CSTM2298 NW'' S SW'' S25- t30N -R18W
MPRSW -3254 town of Richmond (715) 246 -6200
lot #18- Richmond Hills
�N
✓1 " =40'
=top of 1" pvc pipe @ el. 1
t. top of 1" pvcpipe @ el. 98�_
I
3 n .
Gary L. Steel
10 -20 -2000
• ST CROIX COUNTY
• SEPTIC TANK MAINTENANCE AGREEMENT
AND
OWNERSHIP CERTIFICATION DORM
Owner/Buyer
Mailing Address t
Property Address
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Property Location ,, SGU Y, S.. a' . T N R W, Town of rC`1�ic GEC►/ .
S6division I A A
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rage #
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yes a. no
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I (wo) � ffiat di gWcmonts OR this foaa ate tmc to tLuc best of my (am* laoavri odge„ I (wc) am (are) tiro oanrct(s) of
�f a tX°P ty by vWw of a wwat flood rooatdod is Hof Doody Offax. .
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U 1971P 281
STATE BAR OF WISCONSIN FORM 2-1()99 6 6 9 6 9 6
Document Number
WARRANTY DEED REGISTER OF DEEDS
ST. CROIX Co., WI
This Deed, made between RJC Development, Inc., a Wisconsin RECEIVED FOR RECORD
Co rporation, — -- — — —
_ — — 09 - 10 -2002 8:15 An
- —. - - -� -- -- _ WARRANTY DEED
Grantor, and Jason Miller and Angela Miller, husband and wife, EXEMPT #
as sur vivors i [Hari a - property -- --
-- REC FEE: 11.00
-- - -_ —_ _ TRANS FEE: 85,20
COPY FEE:
Grantee. — — — CERT COPY FEE:
Grantor, for a valuable consideration, conveys to Grantee the PAGES: I
following described real estate in St. Croix _ _ County,
State of Wisconsin (if more space is needed, please attach addendum):
Recording Area
Lot IS, Richmond Hills in the Town of Richmond, St. Croix County,
Wisconsin. Name and RetXr�t.Arldtess ,
ct•.'ir....�
Y_r; 8.• ; � 2
Fil6 NO.
02 - 1 -18 -000
Parcel Identification Number (PIN)
This _ is not_ _ homestead property.
Exceptions to warranties: Easements, restrictions and rights -of -way of record, if any. Qfi) (is not)
Dated this % % r(( day of S 2002
RJC De eelo en Inc.
ohn H. Carlson, President
AUTHENTICATION ACKNOWLEDGMENT
Signature(s) _ _ STATE OF WISCONSIN )
) ss.
_ -- r_ ✓ County )
authenticated this _day of
' Personally came before me this � day of
Member 2002 the above named
- -- —
RJC Development, Inc., a Wisconsin Corporation, by John H.
—` -- - -- - - -- Carlson, President
TITLE: MEMBER STATE BAR OF WISCONSIN — same. - -- . -- _.._. __. _. .
(If not, to me known to be the person(s) who executed the foregoing
— `— — -- instrument and acknowled ed the,
authorized by § 706.06, Wis. Stats.)
THIS INSTRUMENT WAS DRAFTED BY F'
. }f
Attorne Krist O land --- — -- VIEuX _—
lluds WI 540 —' — ` -- M y m tary Publi State en . ofo IC
— Comissiorr erman expiration / date:
(Signatures may be authenticated or acknowledged. Both are not necessary.)
• Names of persons signing in any capacity must be typed or printed below their signature. 1Mmma oo PW—ionais company. Food du L., W
STATE BAR OF WISCONSIN 800-655 -2021
WARRANTY DEED FORM No. 2 - 1999
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