HomeMy WebLinkAbout032-1073-95-000 Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix
Safety and Building Division
INSPECTION REPORT Sanitary Permit No:
420597 0
GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No:
4
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:
Parent, Helen I Somerset Township 032 - 1073 -95 -000
CST BM Elev: Insp. BM Elev: BM Descri tion:
I OU. L /d - �� Csm lefm�
TANK INFORMATION ELEVATION DATA
TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV.
Septic Benchmark
t4 j. 6 j oa. �
Dosing Alt. BM
S-Y, e✓ col• 9z
Aeration Bldg. Sewer &0 }-
sin aiv - 1
Holding StIHt Inlet
TANK SETBACK INFORMATION St/Ht Outlet 9 ?, s7
TANK TO P L WELL BLDG. Vent to Air Intake ROAD Dt Inlet
Septic / C r_"— Dt Bottom / J
3 >90_�10
Dosing ; ' He r/ n.
s ? 2
Aeration Dist. Pipe
Holding Bot. Syste
PUMP /SIPHON INFORMATION Final Grade
Manufacturer De and St Cover � o%7 O/` y Z
Model Number
TDH Lift t' oss System Head TDH� Ft
Forcemain__ ength Dia. Dist. to well
SOIL ABSORPTION SYSTEM 7 - ( f
BED/TRENCH Width ) Length v No. Of renches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth
DIMENSIONS 3
SETBACK SYSTEM TO D P/L BLDG WELL LAKE/STREAM LEACHING Manyia ur r• - y , ✓
INFORMATION HAMBER O S 4-Y7fST�
Typ Of Syst `) D ,^ ' Model Number:
U
DISTRIBUTION SYSTEM
Header /Manifold Distribution 1 p ( x Hole Size x Hole Spacing Vent to Air Intake '
(( / jI Pipe(s) 1 0 i L/ r
Length 0 Dia l l_e ng t hlE__� Dia acing T
SOIL COVER x Pressure Systems Only xx Mound Or At - Grade Systems Only ylon oh S
Depth Over / y Depth Over xx Depth of xx Seeded /Sodded xx Mulched
Bed/Trench Center I Bed/Trench Edges Topsoil Fill Yes [k No Fjv] Yes 7FMM] jNo
COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1:�/ / 9 Inspection #2:
Q
Location: 1950 State Hwy 335 Somerset, WI 54025 (SE 1/4 NE 1/4 26 T31 R1 9W) ) NA Lot 2 Parcel No: 26.31.19.364A
1.) Alt BM Description =� (,p (n h � p ¢ ✓ ,p /��/ L
2.) Bldg sewer length = � /s��j �� _ 6 _ A 5`[ / �K �'�-� S'>
- amount of cover = J G• � T J'/` "` ,
Plan revision Required? 'Ls� Yes No
Use other side for additional information. 'f G
SBD -6710 (R.3/97) Date Insepctor's Signature Cert. No.
I
P
Sanitary Permit Application Safety & Buildings Division
In accord with Comm 83.21, Wis. Adm. Code 201 W. Washington Ave.
See reverse side for instructions for completing this application PO Box 7302
`� sconsin Personal information you provide may be used for secondary p urposes Madison, WI 53707 -7302
Department of Commerce p it completed (Subm comp form to county if not
[Privacy Law, s. 15.04(1)(m)] state owned.
�3 o 9 8 -104 --Oz )
Attach c plans (to the county copy only) for the system, on p aper not less th 8 - x 11 inches in size.
County .7/. / I State Sanitary Permit Number ❑ Check if revision to previous application State Plan I. D. Number 14
C� a 0 6
I. Application Information - Please Print all Information Location:
Property O r Name Property Location
6 f r e,,7� nnn �1/ 1/4, N, 5 E W
Property Owner's Mailing Address IDEU 0 5 1 t Number Block Num
Alle' errs --Z4/ COUNTY ,-3
City, State I Zip COO P one I NG OFFI CE Subdivision Name or CSlvl/N
II. Type of Building: (check one) ,, ❑ City
11 1 or 2 Family Dwelling - No. of Bedrooms : �� ❑ Village /•Z�3 S f
3 (describe use):_ ( O ,Town of
❑ State- Owned �`�� e '
� Nearest Road ` �C
u�! g 9 - I�
0 T`u `z 3� 12! 1 Parcel Tax Number(s) ^lD 72 7
III. Type of Permit: ( o me A. heck box o line B if applicable /77
A) I. ❑ New 2. eplacement ❑ Replacement of 4. 5. 6. ❑ Addition to
System System Tank Only Existing System
B) Permit Number Date Issued
❑ A Sanitary Permit was previously issued
I . Type of POWT System: (Check all that apply) / '-�n,} a =3 /, / 6&'
Non - pressurized In- ground ❑Mound ❑Sand Filter ❑ (7onstructe Wetland
❑ Pressurized In- ground ❑ Holding Tank ❑ Single Pass ❑ Drip Line S'ckk(A' n , +&r
❑ At -grade ❑ Aerobic Treatment Unit ❑ Recirculating ❑ Other: 0 -9-164A717
V. Dispersal/Treatment A rea Information:
1. Design Flow (gpd) 2. Dispersal Area 3. Dispersal Area 4. Soil Application 5. Percolation Rate 6. System Elevation 7. Final Grade
Required Proposed Rate (Gals. /day /sq. ft.) (Min. /inch) Elevation
VII. Tank Capacity in Total # of MaAufacturer Prefab Site Steel Fiber- Plastic
Information Gallons Gallons Tanks Con- Con- glass
New Existing crete structed
Tanks Tanks
❑ ❑ ❑ ❑ ❑
VIII. Responsibility Statement
I, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans.
Plumber's N e (print) Plumb s ignatur2Z
MP/MPRS No. Business Phone Number
o r► /^c m —2 >S Z6 �
Plumber's Xddress (Street, City, State, Zip Cod
IX. County/Department Use Only
❑ Disapproved Sanitary Permit Fee (Includes Groundwater i D to jssued krssuing Agent Sig ture tamps)
r; ; Approved ❑ Owner Given Initial Adverse Surcharge Fee)
Determination Z 2,
X. Conditions of Approval /Reasons for Disapproval:
Ex1s17N6 S T7e, r�rr/,� tJ�yu�EZC� rv«c ram f� vvoo�a✓D RECP���e�me�vrs �� ..,. x'3.33
SBD -6398 (R. 07/00)
PLOT PLAN
PROJECT Heilen Parent ADDRESS 1410 Ravmond St Somerset W. 54025
SE 1/4 NE 1/4s 26 /T 31 N/R 19 W TOWN N. Somerset COUNTY ST. CROIX
at!�z MFRS Byron Bird Jr. 22052— DATE 12 BEDROOM 3
CONVENTIONAL XXXX At- ade CONVENTIONAL LIFT HOLDING TANK
MOUND SEPTIC TANK SIZE 1000 gal LIFT TANK SIZE DOSE TANK SIZE
HOLDING TANK SIZE 0 LOAD RATE .4 ABSORPTION AREA 1125 # of chambers 37
BENCHMARK V.B.P Top of PL pipe LN t ASSUME ELEVATION 100'
❑ BOREHOLE O WELL 1H.R.P. same as BM
j2T' ent SYSTEM ELEVATION T- 1= 95.5T -2 =95.2
Sidewinder Hi h Capac c ing amber wi .2
t ^2 per chamber Grade at System
Long" Elevation 3 bed house
garage
ST by 35 Drivew
45'
60'
well
75 7 60' $ �y
Right away $ /
1Joe-T)-1
Power Pole st PL of LOT Z
45' E a 0m 0 ,4- 4e 25'
- 7 1 5 ' k 12 5' B 15' Se-At
10'
99'
_ 18' PL
112' O ob pipe
30'
70' 98' � PL
PLOT PLAN
PROJECT Hellen Parent ADDRESS 1410 Ravmond St Somerset W. 54025
SE 114 NE 1 /4s 26 /T 31 N/R 19 W TOWN N. Somerset COUNTY ST. CROIX
�
MPRS Byron Bird Jr. 2205 DATE 12 - 04 - 02 BEDROOM 3
CONVENTIONAL XXXX At- ade CONVENTIONAL LIFT HOLDING TANK
MOUND SEPTIC TANK SIZE 1000 gal LIFT TANK SIZE DOSE TANK SIZE
HOLDING TANK SIZE 0 LOAD RATE .4 ABSORPTION AREA 1125 # of chambers 37
IL BENCHMARK V.H.P Top of PL pipe ASSUME ELEVATION 100'
❑ BOREHOLE (DWELL *H.R.P. Same as BM
Vent SYSTEM ELEVATION T- 1= 95.5T -2 =95.2
f Sidewinder High
C Capacity Leaching
Cove Chamber with 17.2
t ^2 per chamber
Gradent System
Long 34" Elevation 3 bed house
garage
ST by 35 Drivew
45'
60'
well
st
75' 60'
Right away w
Power Pole st PL
45' ,
25B 15'
10'
99' PL
18'
15'
' 112' O ob pipe 30'
B3 70' 98' 60� PL
Wisconsin Department of Commerce SOIL EVALUATION REPORT Page i of 3
Division of Safety, and Buildings
in accordance with Comm 85, Wis. Adm. Code
Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must county 6 -r xC
include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. 0 a -w 2 P,Z 7
percent slope, scale or dimensions, north arrow, and location and distance to nearest road.
Please print all information Revie e y Date
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). G Q
Property Owner Property Loca
a r e,-7 Govt. Lot �� 1/4,6��-I/4 §tp?� T >/ N R ( E (o
Property Owner's Mailing Address Lot # JBlock # Subd. Name or CSM#
City 9tate Zip Coe Phone Number ❑ City ❑ Village 5row Nearest Road
❑ New Construction Llse�Residential / Number of bedrooms Code derived design flow rate d GPD
[Replacement ❑ Public or commercia -- Describe:
Parent material d G�L� Flood Plain elevation if applicable ft.
General comments
and recommendations:
Boring # ❑Boring
19 Pit Ground surface elev. -e ft. Depth to limiting factor in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ftz
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. / *Eff#1 *Eff#2
❑
Boring # Boring rte,
1� 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 /ft
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
7) 711� $ L
* Effluent #1 = BOD > 30 < 220 mg /L and TSS >30 < 150 mg /L * Effluent #2 = BOD < 30 mg /L and TSS < 30 mg /L
CST Name (PI e Print) Signature _ CST Number
Address Date Evaluation Conducted Telepho a Number
SBD -8330 (R07 /00)
Property Owner �l��� 4 rth Parcel ID # Page Z of
5 Boring # ❑Boring p
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 /ft
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 'Eff#2
s7
- 3 3. & q b `'
Boring #
F
F1 Boring
❑ Pit Ground surface elev. ft. Depth to limiting factor in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
I
Boring # ❑Boring El 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 /ft
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
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.
SBD -8330 (R.07 /00)
Soil Test Plot Plan
Project Name H ellen parent Byr Bird Jr.
Address
1410 Raymond St. Somerset Wi. n
54025 rkM #220527
Lot Subdivision Date 1214/2002 County CROIX
S E 1 /4 N E 1 /4S 2 6 T 31 N /R W Townshi N. So
[-� Boring 0 Well PL Property Line# Alt. BM Power pole base
,BM or VRP Assume Elevation 100 ft Top of PL pipe NE corner
SystemEly. T- 1= 95.5T -2 =95.2 H.R.P. Same as BM
3 bed house
garage
ST by 35 Drivew
45'
60'
No well
S.
60'
Right away w TZ
Power Pole PL
4 5' L o T f
BI 15'
t0'
99' B2 PL
P
B3 98' -�,, se-f
15'
1 ' 70' 25' 60' PL
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ST CROIX COUNTY
SEPTIC TANK MAINTENANCE AGREEMENT
AND
OWNERSHIP CERTIFICATION FORM
Dwner/Buyer
Mailing Address ,/G / ✓��; d`?7`` �7�
Property Address
(Verification required from Planning Department for new construction)
City/State parcel Identification Number �... -
LEGAL DESCRIPTION
Pro erty Location ' /,, V,, Sec. T,2LN -R�W, Town of
P
Subdivision Lot #
Certified Survey Map # 2 6 Volume Page # „
Warranty Deed # Volume C 5� . Page # C
Spec house ❑ yes J25 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 yottWpirt 9ie.
can affect the function of the septic tank as a treatment stage in the waste disposal system.
The property owner agrees to submit to St. Croix Zoning Department a certification form, ,signed by the,owner and by a
...plumber, journeyman Plumber, restricted plumber or a licensed pumper verifying that (1) the on -site wasWW7a'berdijMW System
is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than id. 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 Wi$consh c4rdSeatloh
stating that your septic system has been maintained must be completed and returned to the St. Croix County Zoning Office within 30
days of thexpira 'on date.
-� ;.����" � ��sz�
SIGNATURE OF APPLICANT - -f'w" - DA% ..
OWNER CERTIFICATION �`
I (we) certify that all statements on this form are true to the best, of my (our) knowledge. I ( am (are) the owner($) Of
the property above by virtu of a warranty deed recorded in Register of Deeds Office. 3
SIGNATURE OF PLICANT DATE
* * « * *« A information that is mis- represented may result in the sanitary permit being revoked by the Zoning�Zpartment.
** Include with this application: a stamped warranty deed from the Register of Deeds office
a copy of the certified survey, map if reference is made in the warranty deed
•
POWTS OWNER'S MANUAL & MANAGEMENT PLAN Page
FILE INFORMATION SYSTEM SPECIFICATIONS
Owner / ter Septic Tank Capacity al ❑ NA
Permit # a 0 S / Septic Tank Manufacturer Cv�/� ❑ NA
DESIGN PARAMETERS Effluent Filter Manufacturer ❑ NA
Number of Bedrooms ❑ NA Effluent Filter Model ❑ NA
Number of Public Facility Units ❑ NA Pump Tank Capacity al S'NA
Estimated flow (average) S al /day Pump Tank Manufacturer C -N
Design flow (peak), (Estimated x 1.5) gal /day Pump Manufacturer CP-NA
Soil Application Rate , gal /day /ftz Pump Model O NA
Stan dard Influent /Effluent Quality Monthly /a verage* Pretreatment Unit NA
Fats, Oil & Grease (FOG) :530 mg /L ❑ Sand /Gravel Filter ❑ Peat Filter
Biochemical Oxygen Demand (BOD :5220 mg /L ❑ NA ❑ Mechanical Aeration ❑ Wetland
Total Suspended Solids (TSS) 5150 mg /L ❑ Disinfection ❑ Other:
Pretreated Effluent Quality Monthly average Dispersal Cell(s) ❑ NA
Biochemical Oxygen Demand (BOD :530 mg /L - G r ou nd (g ravity) ❑ In- Ground (pressurized)
Total Suspended Solids (TSS) 530 mg /L AA ❑ At -Grade ❑ Mound
Fecal Coliform (geometric mean) 510' c 100ml ❑ Drip -Line ❑ Other:
Maximum Effluent Particle Size Y in dia. ❑ NA Other: ❑ NA
Other: [3 NA Other: ❑ NA
"Values typical for domestic wastewater and septic tank effluent. Other: ❑ NA
MAINTENANCE SCHEDULE
Service Event Service Frequency
Inspect condition of tank(s) At least once every: ❑ month(s) (Maximum 3 years) ❑ NA
Pump out contents of tank(s) When combined sludge and oeurn equals one -third IY) me ❑ NA
Inspect dispersal cell(s) At least once every: ❑ mo (Maximum 3 years) NA
Q_ ar(s)
Clean effluent filter At least once every: ❑ mo 0th(s) ❑ NA
earls)
Inspect um p ❑ month(s) ❑ NA
Ins
p pump, pump controls & alarm At least once every: ❑ year(s)
Flush laterals and pressure test At least once every: ❑ Y ear( )(s) ❑ NA
Other: At least once every: ❑ month(s) ❑ NA
❑ year(s)
Other: ❑ NA
MAINTENANCE INSTRUCTIONS
Inspections of tanks and dispersal cells shall be made by an individual carrying one of the following licenses or certifications:
Master Plumber; Master Plumber Restricted Sewer; POWTS Inspector; POWTS Maintainer; Septage Servicing Operator. Tank
inspections must include a visual inspection of the tank(s) to identify any missing or broken hardware, identify any cracks or leaks,
measure the volume of combined sludge and scum and to check for any back up or ponding of effluent on the ground surface.
The dispersal cell(s) shall be visually inspected to check the effluent levels in the observation pipes and to check for any ponding
of effluent on the ground surface. The ponding of effluent on the ground surface may indicate a failing condition and requires the
immediate notification of the local regulatory authority.
When the combined accumulation of sludge and scum in any tank equals one -third (Y or more of the tank volume, the entire
contents of the tank shall be removed by a Septage Servicing Operator and disposed of in accordance with chapter NR 113,
Wisconsin Administrative Code.
All other services, including but not limited to the servicing of effluent filters, mechanical or pressurized components, pretreatment
units, and any servicing at intervals of 512 months, shall be performed by a certified POWTS Maintainer.
A service report shall be provided to the local regulatory authority within 10 days of completion of any service event.
GMW (4/01)
Page of
START UP AND OPERATION
For new construction, prior to use of the POWTS check treatment tank(s) for the presence of painting products or other chemicals
that may impede the treatment process and /or damage the dispersal cell(s). If high concentrations are detected 'have.the contents
of the tank(s) removed by a septage servicing operator prior to use.
System start up shall not occur when soil conditions are frozen at the infiltrative surface.
During power outages pump tanks may fill above normal highwater levels. When power is restored the excess wastewater will be
discharged to the dispersal cell(s) in one large dose, overloading the cell(s) and may result in the backup or surface discharge of
effluent. To avoid this situation have the contents of the pump tank removed by a Septage Servicing Operator prior to restoring
power to the effluent pump or contact a Plumber or POWTS Maintainer to assist in manually operating the pump controls to
restore normal levels within the pump tank.
Do not drive or park vehicles over tanks and dispersal cells. Do not drive or park over, or otherwise disturb or compact, the area
within 15 feet down slope of any mound or at -grade soil absorption area.
Reduction or elimination of the following from the wastewater stream may improve the performance and prolong the life of the
POWTS: antibiotics; baby wipes; cigarette butts; condoms; cotton swabs; degreasers; dental floss; diapers; disinfectants; fat;
foundation drain (sump pump) water; fruit and vegetable peelings; gasoline; grease; herbicides; meat scraps; medications; oil;
painting products; pesticides; sanitary napkins; tampons; and water softener brine.
ABANDONMENT
When the POWTS fails and /or is permanently taken out of service the following steps shall be taken to insure that the system is
properly and safely abandoned in compliance with chapter Comm 83.33, Wisconsin Administrative Code:
• All piping to tanks and pits shall be disconnected and the abandoned pipe openings sealed.
• The contents of all tanks and pits shall be removed and properly disposed of by a Septage Servicing Operator.
• After pumping, all tanks and pits shall be excavated and removed or their covers removed and the void space filled with
soil, gravel or another inert solid material.
CONTINGENCY PLAN
If the POWTS fails and cannot be repaired the following measures have been, or must be taken, to provide a code compliant
replacement system:
• A suitable replacement area has been evaluated and may be utilized for the location of a replacement soil absorption
system. The replacement area should be protected from disturbance and compaction and should not be infringed upon by
required setbacks from existing and proposed structure, lot lines and wells. Failure to protect the replacement area will
result in the need for a new soil and site evaluation to establish a suitable replacement area. Replacement systems must
comply with the rules in effect at that time.
• A suitable replacement area is not available due to setback and /or soil limitations. Barring advances in POWTS
technology a holding tank may be installed as a last resort to replace the failed POWTS.
The site has not been evaluated to identify a suitable replacement area. Upon failure of the POWTS a soil and site
evaluation must be performed to locate a suitable replacement area. If no replacement area is available a holding tank
may be installed as a last resort to replace the failed POWTS.
❑ Mound and at -grade soil absorption systems may be reconstructed in place following removal of the biomat at the
infiltrative surface. Reconstructions of such systems must comply with the rules in effect at that time.
< <WARNING> >
SEPTIC, PUMP AND OTHER TREATMENT TANKS MAY CONTAIN LETHAL GASSES AND /OR INSUFFICIENT OXYGEN. DO NOT
ENTER A SEPTIC, PUMP OR OTHER TREATMENT TANK UNDER ANY CIRCUMSTANCES. DEATH MAY RESULT. RESCUE OF A
PERSON FROM THE INTERIOR OF A TANK MAY BE DIFFICULT OR IMPOSSIBLE.
ADDITIONAL COMMENTS
POWTS INSTALLER POWTS MAINTAINER
Name `^d
` Name
Phone Phone
SEPTAGE SERVICING OPERATOR (PUMPER) LOCAL REGULATORY AUTHORITY
Name ' /'d d TL 6� / Name
Phone ! �71 Phone
This document was drafted in compliance with chapter Comm 83.22(2 )(b)0)(d) &(f) and 83.54(1), (2) & (3), Wisconsin Administrative Code.
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Located in Part of theoutheast Quarter of the ortheast Quarter and art of the Northeast
of the Southeast Quartet of Section 26, Township 31 North, Range 19 lest, Town of Somerset, St.
Croix County, Wisconsin., NORTHEAST CORNER-1
Prepared for and at the request of: .1jo County Section Corner Monument SEC. 26-3I-19
OWNER: of Record (ALUMINUM MONUMENT)
Clarence K. Parent • Set 1" x 24" Iron Pipe weighing P) to
.
1950 Highway 35 a minimum of 1.13 pounds per ")
Somerset, N 54025 linear foot. C;
Drafted by. KrIstl A. Eylondt 0 Found Iron Pipe PO
p
C�M
BEARINGS ARE REFERENCED TO THE EAST LINE OF THE M = MEASURED
NE 1/4 OF SECTION 26 TOWNSHIP 31 N., RANGE 19 W. R = RECORDED AS II w
WHICH IS ASSUMED TO BEAR S 01*17'50* W. X 2
R = N 89*12'11" W 1323.41' 1
,,,24.75 ------ --------- M = S 89'1 2'22" E 1323.49 - - - - -- �g, I I
75
-----S 89'12'2f E - 1298.74'---
S 89'12'22" E 735.81'
M ----------
3 ---- 660.8l'----- 75.00'
.5
tun) 0 T
"—N 4644'2fr E Uj b. 6 1 1
I Ti TOTAL A z 08
C"4 0
34.97 217,791 SQ. FT. j X
M o-
NORTH LINE OF SE
5.00 ACRES P" m 8 8 1
J !P
l b - LOT 4 AREA EXCLUD, R.O.W: 6
114 OF NE 114
T 195,592 SQ. Fr. (n
K R
4.49 ACRES 65
WEST L INE OF SE z 3:
114 OF NE 1/ 4 EAST LINE OF NE 114
75.00
FENCE I
LOT 3 ----------- N 89' W 735.811 IZ
T3r
1
TOTAL AIR 5 6 50b
0 0
1,200,821 SQ. FT. PROPOSED JOINT ACCESS &0 N . U)
27.57 ACRES I, P
AREA EXCLUD. R.O.W.:
M = N 89&23" W 448.34 1 IS
1,187,671 SQ. FT. - S 89'22'00" E .498.36'19--, 1
I 1z
27.27 ACRES M .1
423.34' ------- 75 - &DC4
R 423.36'
1 1 0; 1/4 og
0) NE 1
O� 11 COCO
N
T- 1 NC4
00
1 /4
N WW I I
C 4 T V) I
0 F W1,90 I I
CO
cNi C4*
DRAINFIELD CD 0) 0
EASEMENT C
00 DOUGLAS to
Sp Cq zz I V"
I 3C co ZAHLER r- 11 11
V)1;
all N 89 W, -2
00 r, N z 4r �L25JLOI V) ( W N I
zo
T b 0 "M-75
0 1 @SEPTIC I /,-- 04' N C4
Lri R=75.001 r"
Li U) f-- 0 b 9
sum
125.00'--' b z Cni
o S 89 El G?q 11 0 DRA T—
z 0 0 r;
SEE DETAIL
C.
T DO Pa ge : �s
(0 I Lo
DET.44i j�
NO SCALE S 8 E 663.99
O D !
C
M-S8722'03 486.83" Ito i A
- 22 - 0(f W 48 86-,--- 1 (ni
" �'R-N89
ZrLAST-WEST 114 LINE // 101
111-177.16'- -0�- ---- 286.79'-------125.00,' z!
3: - TOTAL - - -
1 * 1 46,970 SQ. FT. WELL:
co O NE 1/4 OF SE 1/4 fn-: 3.37 ACRES LOT 2
X LOU
40 —N U) : I
o b C-4 AREA EXCLUD. R&W.: D : P)-1 Ui
WET L INE OF NE 114 OF SE 114 0 130,535 SQ. FT. 0 1z
C,
0 b W
------ --- 647,39 ----------- z 3.00 ACRES 0 1
z ------------ 588.31' ------ t--T
-T- 74.18'
------- N 89'20 02" 6 - - - --662.49'----- -- _ _ /
88 ------- ------- co
SOUTH LINE OF THE N112 N112 NE 114 SE 114 SEC. 26 -31 -19 17 r I C4 4
UNPLATTED LANDS i (n I
NOTE: The parc6l shown on this mo f a nds, m in imum lot size, is subjpct to State, and Township LLJ t"
laws, rules and regulations ( i.e. , oc es
wet
etc.). Before purchasing or developing any parcel, contact the St. Croix County I LO t4i
'Zoning Office and the appropriate Town Board for advice.
Prepared by. JOB #96141 N TH C"I
A & E LAND SURVEYING
Phone No. 200 400
3 �715) 246-4319 0
P.O. Box 5 i
CORNER—,,W
109 East 3rd Street SOUTHEAST
New Richmond, N 54017 GRAPHIC SCALE SEC. 26-3I-19
Sheet I of 2 SCALE IN FEET: 1 Inch - 200 feet (ALUMINUM MONUMENT)
VOLUME 12 PAGE 3511