HomeMy WebLinkAbout040-1264-20-000 7
,onsin Department of Commerce PRIVATE SEWAGE SYSTEM County:
,ety and Buildings Division INSPECTION REPORT St. Croix
GENERAL INFORMATION (ATTACH TO PERMIT) Sanitary Permit No -:
Personal information you provice may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)). 363993
Permit Holder's Name: []City ❑ Village ❑ T6wn of: State Plan ID No.:
Miller_, Sam Troy Township
CST BM Elev.: Insp. BM Elev.: BM Description: Parcel Tax No.:
l0 (0 p co- 040- 1264 -20 -000
If
TANK INFORMATION ELEVATION DATA
TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV.
Septic r Benchmark
°�- 3 S � : 3 10
D _ ' n Alt. BM V
Aeration Bldg. Sewer
Holding t Ht Inlet ( y 163, .��
TANK SETBACK INFORMATION Ht Outlet 6,06,
TANKTO P/L WELL BLDG. Ventto ROAD
Air Intake
Septic > app / 2 ' - NA om
Dos' A Header /Man.
Aeration NA Dist. Pipe L
� 2.3 O
Holding Bot. System'
PUMP/ SIPHON INFORMATION Final Grade ds , S ��2 •�/%
cturer Demand St cover - 1 6 /S'
Model Number GPM
TDH Li Friction stem TDH Ft
oss
Forc main Length Dia. D.
SOIL AB PTION SYSTEM
BED / ENCH Width Len th No. Of Trenches PIT No. Of Pits Inside Dia. Liquid Depth
IME 3 . Z DIMENSION
SYSTEM TO P/ L BLDG WELL LAKE/STREAM LEA Ma�u�ctprer:
SETBACK d
INFORMATION Type Of , ,� C f E Model Num
System: Cr -), S� — JQ ��
DISTRIBUTION SYSTEM
Header/Manifold Distribution Pipe(s) x Hole Size x Hole Spacing Vent To Air Intake
Length Dia. Length J'L1 Dia. AIA_ Spacing � - � ;i1i
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 Center Bed /Trench Edges Topsoil ❑ Yes ❑ No ❑ Yes ❑ No
COMMENTS: (Include code discrepancies, persons present, etc.)
�<< G Ito f a K b�C.k Inspection #1: y ll�lO% Inspection #2:
Location: 406 NevG Century Drive, Hudson, WI 54016 1/4 SW 1/4 5 T28N R19W) - 0528191430 Frontier -Lot 22
1.) Alt BM Description = Sf 6ever pri,Y.ar� S�/s�ew. (VAS O e rel,,�io, aXea` gvc�
2.) Bldg sewer length = may kk k aue leaf exot.,,k rq(acc,,, 4
- amount of cover = >Zy t- (d Kted �o b1 6r. s� r,)_1
� o
/ r
3) 6119 S"wer wa �10� c(hrv� SF .� /e ad�( iw►�a� bor,vt a 6ovP SYS�cN. cvo ,r�$ki
// (drd o (e Plan rLisik - d " Yes No
Use other side for additional information. —� T m6_1
SBD -6710 (R.3/97) Dat Inspector's gnature / Cert. No.
�c Free reMy A-rd S 44 Ad�tial�a- o� fiAe.
ADDITIONAL COMMENTS AND SKETCH
SANITARY PERMIT NUMBER:
I 3
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Sanitary Permit Applie ton Safety & Buildings Division
201 W. Washington Ave.
In accord with Comm 83.21, Wis. Adm. Code PO Box 7302
See reverse side for instructions for completing this application Madison, WI 53707 -7302
1 \4 sconsir
Personal information you provide may be used for secondary purposes
Department of Commerce [Privacy Law, s. 15.04(i)(m)] (Submit completed form to county n not
� y state owned.
Attach complete plans to the county copy only) for the system, on not less than 8 -1/2 x 11 inches in size.
1 State Sanitary P rmit r r ❑ Check if re ' pp to vi�ys a lion State Plan L D. Number 1
County �7 -�Y'O `C `� j, � p•�
I. A lication Information - Please Print all Information Location:
property Owner Name H // Property Location
LIE �4 4,S Z
Property Ownces ling Address t Number Block Number
City, State Zip Code NtrmZ r UN ubdivision N or C � Number
A
q- W o, � 1
�, ❑ Cit
II. Type of Building: (check one) j r c� village
I or 2 Family Dwelling - No. of Bedrooms : "� `v /tC� i - L Town of
❑ Public/Commercial (describe use):_ V
❑ State -Owned NpWs Ro d
(.2 l i Q arcel Tax N • ` . 0 •
III.
rO Perm Check onl one box on line A. Check box on line B if a licable 5 6. ❑Addition to
A) ew 2. ❑ Replacement 3. ❑Replacement of 4. Existin S stem S stem S stem Tank Onl
Permit Number B) A Sanita Permit was reviousl issued
IV. Type of POWT System: (Check all = - Bi6 01 4 ro ' mv �, — f 4 t � I' d Fil r Mound ❑ ante Constructed Wetland
�1 on- pressurized In- ground s ❑ Drip Line
�Q ❑Sin le Pas 1
• Pressurized In- ground ❑ Bolding Tank g
❑At-grade ❑ Aerobic •treatment Unit ❑ Recirculating ❑ Other:
a Inform
ant Are cede
V. pis ersal/Treatm _
1. Design Flow (gpd) 2. Dispersal Area 3. Dispersal Area 4. Soil Application 5. Percolation Rate 6. System Elevation Elevation
Required Proposed Rate (GalsJday /sq. ft.) (MinJinch) ` 0 ®I
t000 W 0 '
VII. Tank Capacity in Total # of Manufacturer Pref. h Site Steel Fiber- Plastic
Gallons Gallons Tanks Cott Con- glass
Information ; crete structed
New Ex ting
Tanks Tanks ❑ ❑ ❑ ❑
❑ ❑ ❑ ❑ ❑
#41_ Fit! 7 too
,VIII. Responsibility Statement
1, the undersigned, assume res onsib fo r i nst a llation of the POWTS shown on the attac .tans. Business Phone Number
piumbees Name (print) Plumber' � nature no st ps): i'�I' NO
lumber's Address ( treat, ,ity, State, Zip Code)
Lb 7o K 1b6f 40 A tAL) D:4
IX. County /Department Use Only
❑ Disapproved =Adverse- Sanitary Permit Fee (Includes Groundwater Dat p s e Issuing ge t Sign lure (No stamps)
pproved ❑ Owner Given Surcharge Fee)
Determination
X. Conditions of Approval /Reasons for Disapp oval: U4�✓� g e�bvr li71c - (v.. 1
� N �r .. _� - -5 54 w�-rt be i re» c24Su'r►tC J
If &e011 6- %5 � �lti e�-�ur
iuG L r +C� b v $ 4 We 5,A5% 'D 0 etArCimt _,
t b = (7. ; 0 0 S �
Soo p k ( I -?
.� 30 lA�yl� c�Pvv,✓`r� ,�(A.u. wt.beYS� ��o Post°
,?� � �. � CFO - 1 2 (oy • 20 - oc� a
yC� e !V S..� Z 7 ,ja l ° �4 rop' Sc ALr o
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t—cT STper .331,68,
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NT ' z'____ /ALT l3. /}I, T6P o-r LcT STNx,F
!� _ i cc), ao'
'BioDif fuser Specifications
76°
Y�
=1 17 OO �� OO OO OO � 00 OO
00 00 00 0 00 00 0o Oo �o
OD DO OD OO �� Cam_ - ��� �O L 0_ Chamber
OD DO OO DO OF CA L J CSC O CR C -��� Height
DD DO OD OO DD D — U C��`� OO OD
0� oo IUD [moo OCl o r= o 0 �o
OD OD OD CEO OD DO 00 DO O
00 oi 00 0 00 0 00 0�
r °$
( Chamber
% Height
pme is roqu red
rfQC.F.#+�1,9�fq�s.Tl1e 14" High End View
4psiG1ty BioDiffuser Is
i rigid be M >24 loads. — 34" —►
A tr rti�num o(1 O coyer Is
req�lre�1 #c�r•M -�Q lo�dar .
4" Knockout
Universal End Cap
Available Sizes ,
Length 76 76" 76"
Width 34" 34" 34"
Height 11" 14" 16"
Invert 6.5 9 11.3
Wisconsin Department of Commerce SOIL AND SITE EVALUATION Page 1 of 3
' Division of Safety and Buildings in accord with Comm 83.05, Wis. Adm. Code
A.C.E. Soil &Site Evaluations
Attach complete site plan on paper not less tttart 8'/: x 11 inches in size. Plan must County
include, but not limited to. vertical and horizontal reference point (BM), direction and St. Croix
percent slope, scale or dimensions, north *4,19catiori and distance to nearest road. Parcel I.D.#
Prt of 040 - 1022 -10
APPLICANT INFORMATION - ease print all information.
Personal information you provide maybe fqr' rypurpgses (Privacy Law, s. 15.04 (1) (m)). �� B Date
Property Owner Property Location
Miller, Sam Govt Lot NW 1/4 SW 1/4 S 5 T 28 N,R 19 W
Property Owner's Mailing Address { Lot # Block # Subd. Name or CSM#
P.O. Box 151 - " / 22 Plat Of Frontier
CR S P C ,1 rp�er ❑ City E] Village ®Town Nearest Road
Hudson W = 5,1016 715 386 7 Troy Tower Road ' Fie ❑ New Construction Use: r{til lily of bedrooms 4 ❑Addition to existing building
❑ Replacement ❑ Public or commercial describe
Code Derived daily flow 600 gpd Recommended design loading rate .7 bed, gpdff .8 trench, gpd/ft
Ab tiort area required 857 bed, ftz 75 m design baiting rate 7 bed, gpolft? .8 tren gPd f
Recommended infiltration surface elevation(s) t�o,eo' � 7 C� ft (as referred to site plan ben mark)
Additional design I site considerations It'stall trenc g rgh infiltrators• le i(( W�
Parent material Glacial outwash Flood plai m elevation, if applicable NA ft
S--Suitable fo system Conventional Mound In - Ground Pressure AT - Grade System in Fill Holding Tank
U= Unsuitable for system N S❑ u ® S❑ u ® S u ® S❑ u ❑ S ®u ❑ S ® u
SOIL DESCRIPTION REPORT
Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPDIft2
Boring# Horizon in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench
1 1 0 -9 10yr3 /2 None A 2msbk mvfr cs 2f,1m 0.5 0.6 .5
2 9 -24 1Oyr4/3 None sl 2msbk mvfr cw if &m 0.5 0.6
Ground 3 24 -40 10yr4 /4 None is Osg ml cw if 0.7 0.8 -J
elev
106.17 It 4 40 -59 10yr5 /4 None s Osg dl gs - 0.7 0.8
to 5 59 -125 10yr6 /4 None s Osg dl - - 0.7 0.8
Depth limiting ,
factor
125' tzz•oY SS � ( .oy
Remarks:
1 0 -5 10yr3 /2 None sl 2msbk mvfr cs 2f,lm 0.5 i 0.6
2
2 5 -12 1Oyr4/3 None Is Osg ml cw if &m 0.7 0.8
Ground 3 12 -21 10yr4 /6 None grAs Osg ml cw if 0.7 0.8 .1
elev
103.94 It 4 21 -65 10yr5 /4 None gr. s Osg dl gs - 0.7 0.8
D to 5 65 -124 1Oyr6/4 None s Osg dl - - 0.7 0.8
limiting
fa k4- ov a
124' RS- 131. Zrd { }•Ls Z
Remarks:
CST Name (Please Print) Signature: j Telephone No.
James K. Thompson Wiz; - 1 -� 715- 248 -7767
Address A.C.E. Soil & Site Evaluations Date CST Number Ref #
340 Paulson Lake Lane, Osceola, WI 54020 12/31/1999 3602 1171
PROPERTY I OWM ; Miller Sam SOIL DESCRIPTION REPORT Page 2 of 3
* PARCEL LDS Prt of040- 1022 -10 A.C.E. Soil & Site Evaluations
Deptfl Dominant Color Mottles Texture Struc lure sistence Boundary Roots
won Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench
3 1 0 -8 10yr3 /2 None sl 2msbk mvfr cs 2f,lm 0.5 0.6 S
2 8 -17 1Oyr4/3 None sl 2msbk mvfr cw IMM 0.5 0.6 •S
Ground
elev 3 17 -32 1Oyr4 /6 None gr.ls Osg ml cw - 0.7 0.8
101.92 ft 4 32 10yr5/4 None gr. s Osg dl gs - 0.7 0.8 ,
Depth to 5 68 -12 I Oyr6 /4 None s Osg dl - - 0.7 0.8
limiting
factor
>121'
�l oY off• o
Remarks:
4 1 0 -10 10yr3 /2 None sl 2msbk mvfr cs 20m 0.5 0.6 • S
2 10 -16 1Oyr4 /3 None is Osg ml cw IMM 0.7 0.8
Ground
elev 3 16 -24 1Oyr4 /6 None is n Osg ml cw if 0.7 0.8 .17
99.47 ft 4 24 -74 10yr5 /4 None gr. s Osg dl gs - 0.7 0.8 ,7
Depth to 5 74 -124 10yr6 /4 None s Osg dl - - 0.7 0.8
limiting
factor
>124'
Remarks:
5 1 0 -11 1Oyr2 /1 None sl 2msbk mvfr as 2f,lmc 0.5 0.6 .$
2 11 -21 10yr4 /2 None sl 2msbk mfr gw 2f Imc 0.5 0.6
Ground
elev 3 21 -32 10yr4 /4 None sl 2msbk dh aw Ifin 0.5 0.6
100.51 ft 4 32 -42 7.5yr4/6 None is Osg dl cs - 0.7 0.8 .7
Depth to 5 42 -91 10yr5 /4 None s Osg dl gs - 0.7 0.8 .7
limiting
0f 6 91 -126 1Oyr6/4 None s Osg dl - - 0.7 0.8 .�
>126'
Remarks:
Ground
elev
Depth to
limiting
factor
Remarks:
3.4'3
M �: 1 .� oL'Qion �joi �6.Se!'I/ATon
P. o. �, /s /7lOYS may, See. 6 7. Q 15W;f •
/ / � ��oP
//C,Wson, of /, a f' T oy� .5�- G'ro�'X Co, cJ /. ✓
5410/6
00 COIN
ekit
307. S � ■ 8 3 � �a i
ado, kt � i
81 �\ Slo p2 %
■ 1z 37'u.5�
.Ass a /2 iot cz, '
Cc� -cle - SQL A1,4,..B.r+'l. Top °4'1 g, S iaffe ' u•S �•s. -e11�`
Private Onsite Wastewater Treatment System Management Plan
Septic Tank And Gravity In- Ground Soil Absorption Component
Pursuant to Comm 83.54 Wis. Adm. Code each Private Onsite Wastewater Treatment
System (POWTS) shall include information and procedures for maintaining the system within
the parameters of Comm 83 and 84, and the conditions of approval by the department, agent,
or governmental unit. The approved plans and permits for system are on file at the county
zoning or health department.
This management plan complies with Comm 83.54, Wis. Adm. Code, and the In- Ground
Soil Absorption Component Manual for Private Onsite Wastewater Treatment Systems SBD-
10567-P (R.6/99).
Table 1: System Design Specifications
Sanitary Permit Number 3
Number of Bedrooms
Design Flow - Peak (gpd) Goy
Estimated Flow - Average (gpd)
Septic Tank Capacity (gal) /a - & Oe 1 S - cr - - -30, A
Soil Absorption Component Size (ft
Type of Wastewater Domestic
Table 2: Soil Absorption Component - Limits of Reliable Operation
Septic Tank Component Soil Absorption Component
Design Flow - Peak (gpd) (,oD Z
Maximum Influent Particle Size (in) 1/8
Maximum BOD (mg /L) 220
Maximum TSS (mg /L) 150
Table 3: Maintenance Schedule
Septic Tank Inspect and /or service once every 3 years
Outlet Filter Inspect once a year and clean at least once every 3 years
Soil Absorption Component Inspect once every 3 years
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 (Servicing Septic or Holding Tanks, Pumping Chambers, Grease
Interceptors, Seepage Beds, Seepage Pits, Seepage Trenches, Privies, or Portable
Restrooms).
The operating condition of the septic tank and outlet filter shall be assessed at least
once every 3 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
Management Plan for a Septic Tank and Soil Absorption Component
4
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 scum and sludge 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 an 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.
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 the tank.
No one should enter a septic or other treatment or holding tank for
any reason without being in full compliance with OSHA standards for
entering a confined space. The atmosphere within the septic or other
treatment of holding tank may contain lethal gases, and rescue of a
person from the interior of the tank may be difficult or impossible.
Tank abandonment shall be in accordance with Comm 83.33, Wis. Adm. Code when the
tank is no longer used as a POWTS component.
Soil Absorption Component
The soil absorption component serving this structure is designed to accept domestic
wastewater from a residential facility. The limits of operation of this component are shown in
Table 2.
The longevity of a soil absorption component depends greatly on proper and timely
maintenance, and system use within or below the limits of reliable operation. Good water
conservation practices by all occupants and the installation of water conserving plumbing
fixtures are key factors in extending the useful life of this component.
The soil absorption component's operation must be assessed by inspection at least
once every three years. The inspection shall include recording the levels of ponding, if any, in
the observation pipes, and a visual inspection for any evidence of surface seepage or discharge
from the component. On steeply sloping sites, areas of erosion should be identified and
reported to the owner for repair. The surface discharge of domestic wastewater or sewage
from the system is prohibited and considered a human health hazard.
Traffic around or over the soil absorption component should be avoided particularly
during winter months. The compaction or removal of snow cover over the component may lead
to hydraulic failure by freezing. This type of failure is usually temporary, but is difficult or
impossible to repair until weather conditions improve. In general, soil compaction over this
component will reduce diffusion of oxygen into the soil and dispersal cell, which may lead to
more intense, and earlier, organic clogging of the soil.
2
ST CROIX COUNTY
SEPTIC TANK MAINTENANCE AGREEMENT
AND
OWNERSHIP CERTIFICATION FORM
Owner/Buyer -5ti Al 1 / t L
Mailing Address B 0 k /.t;-
/
Property Address Y 04 . - TV 2 (VF—
(Verification required from Planning Department for new construction)
City /State S o 1.1 W 1 Parcel Identification Number 6 1 4 0-1 1 (0
LEGAL DESCRIPTION
Prop Location & '/4, 5 '/4, Sec. . T Z � N - R (. Town of
Subdivision F1 0 iu -t Lot # Z-
Certified Survey Map # !���L Sa . Volume Page #
( Volume y Z
n Deed # 1--�.z Page #
Warra
Spot house yes ❑ no Lot lines identifiable)] yes ❑ no
: SYSTEM MAINTENANCE
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 sooner, 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-
Th property owner agrees to submit to" St. Croix Zoning Department a certification form, signed by the owner and by a
mastorplumber, journeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on -site wastewaterdisposal system
is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge.
i
Vwe, 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 Zoning Office within 30
days of the three year a tion date.
G TUBE OF APPLICANT DATE
OWNER CERTIFICATION
1(we) certify that all statements on this form are true to the be st of my (our) knowledge. I (we) am (are) the owner(s) of
the described above by virtue of a warranty deed recorded in Register of Deeds Office. /
TURF O APPLICANT
DATE
« « « « «* Any information that is mis- represented may result in the sanitary permit being revoked by the Zoning DepartmenL
«« Include with this application: a stamped w4rranty deed from the Register of Deeds office
a copy of the certified survey map if reference is made in the warranty deed
Vill.1442PAGE 42
STATE BAR OF WISCONSIN FORJN 2 - 1998 606841
WARRANTY DFFD
KATHLEEN H. WALSH
REGISTER OF DEEDS
This Deed, made between Kathryn Et, Tuleren, and Ferris -- ST. CROIX CO., UI
R- n i l gran . cri fennd h -i- pd RECEIVED FOR RECORD
Grantor, conveys and warrants to 07 -14 -1499 11:00 M
Sam E. Miller, a single person. YAR WY DM
Grantee. CERT COPY FEE:
Grantor, for a valuable consideration, conveys and warrants to Grantee Copy FEE:
TRANSFER FEE: 2220.10
the following described real estate in St, Croix County, State of RECORDING FEE: I2.00
Wisconsin CThe `Property`): PAGES: a
Recordim Ara
Name and Return Address
040.1022• l0: 040.1022 -70: 010 - l M 1 A0:
040. 1029.20: 001028 -70
Parcel Identincaflon Number (PIN)
This is not horrtestad property.
(See Attached Exhibit 'A ")
Exceptions to warranties: Easements, restrictions and rights -of -way of record, if any
Dated this 13th day of July, 1999.
• • Kathryn B. ulgrcn
• Ferris R. Tlalgren
AUTHENTICATION ACKNOWLEDGMMNT
Signaturc(s) STATE OF WISCONSIN )
) ss.
authenticated this _, day of St. Croix County )
Personally came before me this 13 day
• of July, 1999, the above tamed Kathrm U. Tularen,
TORE: MEMBER STATE BAR OF WISCONSIN aM Ferris R. Eren,, — and-- -
w
(If not, me nown to the per s) who executed the foregoing
authorized by 4 706.06, Wis. Spats.) instru and ackno I e ye Uw same.
THIS INSTRUMENT WAS DRAFTED BY
Attorney Kristiva Ogland
Iludson, WI 54016 N blic, State of Wisconsin
(Sbarlatures may be authenticated or acknowledged. Both arc not My Commissio is . Un cnt. If not, state expiration date:
Acc Breada Poulin rLd OC
Notary Public
State Of Wisconsin
.Nunes of ptrwn signing to any capacity should be typed tx printed below their signatures
w,u2uxry DaaD nan Salt or W"OH Dr
to" N6 I • IM
NfOnIM n0N PROF E 1119"M a COWANY r014000LAC.1H 41004662001
43
EXHIBIT "All
ed in the NE of SE' /• of Section 28 and h � Range 19
That certain parcel of (and local ALL in Towns P
Wisconsin more fully described as follows:
of SW % and the NE Sl oCroix county oWE
ectlon 5, ion 5; (hence N87 °51' of
West, Town of Troy, distance
at the West quarter comer line of said of said Sec
Beginning o the East -West quarter li Section 5) a
bearing q,00 feet, thence N87051,08" E, 28e
2342.24 feet; ; 00 tees to a
(recorded said Ea
thence S00 °13 24 E' 85 + . thence along
on the East line of said NE of SW /•� 1 NW ,/� of SW � /��
e
p oint o the SE corner of said N o� sa W %; thence alon 54 "W.
p 08 feet t nd the South line $87 54
S00 °13' 24 °E, 466. . � of SW 'h a 170.48 teel then hence along said
South Iine of said N 41 feet; thence N00'30-2a-E, 1/ S\N %-, t
'54 "W, 2372. est line of said NW
g�E recorded as N01 °32'38 "E), 941.26 feet; thence
S87 °5
273 91 feet tq tt 2onu(ented �N corded as
West line, N
00 ° � 0 °W), 458.40 feet to the North line of
f said NE %i recorded as N63 54 said North line, 88020'1 / rods) to the Point of
N64 ( recorded as
of SE I A of Section 99 24;42uE) 416.69 feet
....401 and N
Beginning -
LEGEND:
PRELIMINARY PLAT F: TOWN OF TROY
BENCHMARK ST. CRO4X COUNTY PLANNING, ZONINQ
FOUND 1 IRON PIPE
ENGINEER
FOUND 1 -i/4" REBAR LOCATED IN THE NORTHEAST 1/4 OF THE �
FOUND SURVEY MONUMENT
:SOUTHEAS THE SOUTHWEST 7/4 AND ��... ,',ROGER L HUMPHREY LARRY Mlt
- -- SETBACK LINES '�, THE NORTHEAST 1/4 OF THE SOUTHWEST 1 4 OF SECTION 5 r ',HUMPHREY ENGINEERING. INC. MURPHY 4
/ X 1145 MAIN STREET, PO BOX 252 W'9302 80I
PROPOSED DRIVEWAY t0 1:1'ONS ALL IN T28N. R19W, TOWN OF TROY. ST. CROIX COUNTY, WISCONSIN I 'WOODVILLE, WI 54028 RIVER FAU
UTILITY EASEMENTS • - - -. - _
® DRAINAGE EASEMENT$
■ SCIL BORING LTI$ l 1 I + 1 ili v -
�. PRI
` d nI w
� r.
t ,
•1 , r { 1. —'�' - - _ - -_ - t C. _. _ i..
_______ —_ —__
4s FT
0 T !
J 3,7z
¢5840 T 14457 , - 1 =T °t��
bQ x
t ?° ' 4• � 9J�IERT �_ T + � �, �• anti / ' Fk� �, �� � �.
NOTE: L. 7 11 T =_
_ f I I 3
VERTICAL ELEVATIONS AND - CONTOUR LINES. q,,.1 , n t 280:
WERE GENERATED BY HCRIZONS, INC. - - -r'
r RAD R',. 874 m
57RES S,X., \ ' \ ate 2.6�� 1 1
`� P + 833ts� \ "\ T�4 FI
> T
I
SURVEYOR'S NOTE: .�*. ,\ _ ,
THE EAST,LINEOF THE NORTHEAST 1/4 '
SOUTHEAST, 1/4 'OF SEC T' 00tyJ--6- 95-�CRIS'TORICAL
MONUMENTEbr LINE. THE CLRRENTLY MONUIMEN
- TED
..
EAST LINE OF THE SOUTHEAST 1/4 OF -SECTION Z. _ �. 6� - 'T - , i-- -�-- -f— - — ,�_.;•
T 6 LIES APPROXIMATELY 3.5 q$T OF "THE _ -. _ `�,., 3�6,.
PROPERTY LINE SHOWN. r.
t _
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i t �.5� �1 � '� 1 t , t /
ACRES �, I i 1. y I 1
✓ �Pa
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$
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� �' ti i i �,: '. � "r � f _ ...� is - � f _ - a�-c•� �. T— -.. -.
124.29 FT
N 87i!54.54' E
273 91'. FT. II I
NOTE: I KP�R`f1'1 pG 56T I l L L j L -1 —-
ALL BUILDINGS ,NNER�- e.e.r_
WITH HIGH WATER EASEMENTS SHALL HA . _ 1
TO BE CONSTRUET0 IN XIMITY O , Fy - ��, 209.55 F'L FT —
WI C Q .- 2 .3j '
FINISHED FLOOR OR WINDOW WELL ELEVATIO NOT LESS
THAN THREEM FEET ABOVE THE HIGH W ElEV. SH-0 Z
- .. 100 YR. HWE- 837.5
006 TGN 7/16/99 REVISED PER CITY COMMENTS
'I VERTI .AI C .0 F- 005 TGN 7/7/99 REVISED PER TOWNSHIP COMMENTS
004 TGN 6/28/99 RENSEO PER COUNTY HIGHWAY AND LAND CONSERVA7ON COMMENTS
HORI70NTA1 S(� 003 TGN 6 COMMENTS
14 9 REVISED PER COUNTY ZONING AND LAND CONSERVATION �A / I
P /)7/99 REVISED PER PLANNING CObIMISSION
��; 001 TCN COMMENTS
PER GRAPHIC 002 TGN 5 RELEASED FOR RENEW
4/20/99
0 so 100 200 REV: NAME: DATE: REVISION DESCRIP710N:
JR
Located in the Northw
of Section 5, and in tt
UNM7nQ LOWS s ST
AWNED BY OTHERS - --
West Owrter Corner hRTIf �URM je / \\ tao 7 ape
Seclian 5.113 N, R 19 / T T
East Owl' Caner Sec. 6 I Ydume 6 Qa eq -1516/ �T OT \ t e.- = 9ri.i� Q��
`Set Railroad SPA,) _ r s td �, o�l� - N 81' 51'08"
! / Utilit Easement to Wisconsin &N, trlc.
! / as per Vol.. 181, page 73 (Doc. 42656
R = 25 -1 Rods = 416.63') / \
1._ t4pih Line NW I /1 -SW 1/4 Sec. 5 ----- 4 —,—'
North Line NE 1/4- R =S 88'40'19 "E1 / -���/ -------- - - -�-- T
SE 1/4 Sec. b R = N 69 E _ —� _ - --
' L _ _ _N 98'41'27' ir336.53=
139.00 -- —TIA 80
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— — -41. ' 52'00" E 367.59' Lt+t -2t — �� g �
y 44 89 2975aaes - ' 14 ?SS �4C t+, o
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ky
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01 _` 1128?8sgt Ld1
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IOT 12
Lalv
ZSSZalta�s J... 5S ®. _ +
C": 111174sq)t
. -140.8& -•- .
;- 109.Oa-- -- 33' 33'
S 87 E - 549.88' ; - -.5 13.
. 36 S 873635 E ` ^I
- � •.- 57957•
~ -- --- - , 7 -
T 13 = b / is 104.2)' ••• j 13'i0-
tO
=I - T 13 Z Ka,r ytr�acr CASEW4 17.75•ii f
Ld 19 (� Drla) ! ?�
I 3137aaw ttw.L - 866.0' / - - Oadioat+d w tlw
W 137517sgit ` _
=r - - - -- -- $�> Ld18 \ , !1d17 La is
3727a+aes� =1 '- 7 3.007ataes 3.112Mes
i61816sg1t i r`' 1109755gQ P M 115S68sgR � 2.816aaes
CT 14 a i N 122656sq;
V I 7 T = •�
I ! 7 4L_20' Drainage
127.81' 14 1 Easement
OI S 87'54'54" W 273.91_
I
tiW.L -837.5
L0T 15 Z 205 23' 45.0' '2150' 4S bC'
-- - -- —♦ t— South Gne NWI 14 -SWI / sec- 5
LOI 1 ` -- -- 1051.24_ --
CERTIFIED SURVEY MAP; UNpLA1TED L.A_NDS OWN-fQ BY ETHERS
Volumt U gage 3675! _
- - - - -• -•- a -• -•- - •- •- •T• -•- -
1 j TH. "" NW -NE I NE -NE j
j i i i i
r ------ . - .-- _
T * - ' - * ,._._._..
1 ! SW ! SE-NW SW-N[ 1 SE-NE
i w 1 I 1
ST. CROIX COUNTY
WISCONSIN
ZONING OFFICE
M01111 p ■ "laws ST. CROIX COUNTY GOVERNMENT CENTER
1101 Carmichael Road
Hudson, WI 54016 -7710
(715) 386 -4680 FAX (715) 386 -4686
May 17, 2001
First Federal
201 So. Second St.
Hudson, WI 54016
RE: Septic Inspection for Sam Miller located at 406 New Century Drive, Frontier
(Lot 22), Troy Township, St. Croix County, Wisconsin
Dear Jae:
A septic inspection of the above referenced property was conducted on 04/17/2001. This
property is located in the NW 1/4 SW 1/4 of Section 5, T28N R19W, Frontier (Lot 22),
Troy Township, St. Croix County, Wisconsin. At the time of the inspection, this septic
system was found to be code compliant for a four (4) bedroom home.
contact our office at 7
15 386 -4680.
regarding this ( )
If you have any questions g g , p lease co
Sincerely,
J Sonn a,
Zoning Technician
/gm
cc: file