HomeMy WebLinkAbout018-2021-28-000
Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix
Safety and Building Division
INSPECTION REPORT Sanitary Permit No:
GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No: 592268
Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)].
Permit Holder's Name: City Village Township Parcel Tax No:
Oevering Homes TOWN OF HAMMOND 018-2021-28-000
CST BM Elev: Insp. BM Elev: BM Description: Section/Town/Range/Map No:
/ L-jc> & i &6-r 08.29.17.1309
TANK INFORMATION ELEVATION DATA
TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV.
r ti
Septic O ~ Benchmark I
I 1a /d /a a
li.► ~~y Alt. BMV Z.'3 /b 7
Aeration Bldg. Sewer
Holding St/Ht Inlet
TANK SETBACK INFORMATION St/Ht Outlet 15r, 5 rs,R ; -S-
TANK TO P/L. WELL BLDG. e o Air Intake ROAD Dt Inlet
Septic y~ A4- , C I Dt Bottom lrk~ 102- Dosing ~ Header/Man.
ra 177
Aeration Dist. Pipe `7 , O 4 -7
7.1 'er It.. -
Holding Bot. System rib Cno
w1•9
PUMP/SIPHON INFORMATION Final Grade 3 , 5 /dd , -j
Manufacturer Demand St Cover
GPM t 7.3 All 7
Model Number
TDH ift Friction Loss System IT 1H Ft
Forcemain Length Dia. Dist. to Well
SOIL ABSORPTION SYSTEM
BED/TRENCH Width r Length No. Of Trenches r IT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth
DIMENSIONS
Z 1 ~e,.~ \
SETBACK SYST TO P/L BLDG WELL LAKE/STREAM LEACHING Manufacture
INFORMATION CHAMBER OR ' 6
Type`` Of System: . i r
4✓O Q j,0 A)k UNIT Model Number:
DISTRIBUTION SYSTEM Z3~.L c3 JS
Header/Manifold j l Distribution 17-Hole Size x Hole Sp` Ven o Air ntake
~ Pipe(s) i
Length Dia Length ` Dia Spacing e
SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only
Depth Over Depth Over xx Depth of xx Seeded/Sodded xx Mulcchhedd
Bed/Trench Center Z/ Bed/Trench Edges Topsoil F-, Yes No ss No
~Q
COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: Inspection #2:
Location: 1009 166TH ST
1.) Alt BM Description =
2.) Bldg sewer length = (p 4- { D i Z~
- amount of cover =
Z Or• atL.)G~
Plan revision Required? ❑ Yes No ZQ /
Use other side for additional information. V (Q
SBD-6710 (R.3/97) Date Insepc s Sign re Cert. No.
1A All -Iao
County
&'=<1 ' ~r/~ Safety and Buildings Division
8 201 W. Washington Ave., P.O. Box 7162 Sanitary Permit Number (to be filled in by Co.)
_SS
Madison, Wl 53707-7162
slorrt COUNTY s
c* Trarrsactionber
ermit Appl' - 1/
In accordance with SPS 383.2.1(2), Wis. Adm. Code, submission of this
is required prior to obtaining a sanitary permit Note: Application forms . Address (if different than mailing address)
the Department of Safety and Professional Servies. Personal information you provide may be used for secon
purposes in accordance with the Privacy Law, s. 15.Wl m), Stats.
L Application Information- Please Print All Informs '
Property Owner's Name / Parcel #
Property Owner's Mailing Addres Property Location (I
ci , i l ~
l/ , i3 1
17 ^ Govt Lo[ 6, )City; State Zip Code Phone Number 1/1, section
T N; R or W
H. Type of Building (check all that apply) Block
n
:Lot #
2 Family Dwelling-Number of Bedroc, % _ Su''' Name r
VIv~
❑ PubliclCommercial -Describe Use
❑ City of
❑ State Owned - Describe Use CSM Number ❑ Village of
z 1 r own of
1I1. Type of Permit: (Check on5oboxon line A. Complete line B if applicable) set_ 6Nnft~
A. ew S stem ❑ Re nt System El Treatment/Holding Tank Replacement Only El Other Modification to xisting S sin
List Previous Permit Number and Date Issued
B. ❑ Permit Renewal ❑ Permit Revision ❑ Change of Plumber ❑ Permit Transfer to New
Before Expiration Owner r
IV. Type of POWTS SYstem/Com onent/Device: Check all that apply)
Non-Pressurized In-Ground El Pressurized In-Ground El At Grade 11 Mound > 24 in. of suitable soil ❑ Mound I Y4 in- of suitable soil
❑ Holding Tank ❑ er Dispersal Component (expl ❑ Pretreatment Device (explain) t~ ✓
V. Dis rsaUTreat ent Area Information:
Design Flow (bpd) Design Soil Application Rate(gp f) Dispersal Area Required (sf) Dispersal Area Proposed S em Elevan
/ p/~,~~ ZA9 -7
e9
~s
VL Tank Info Capacity in Total # of I ManufacMffer
Gallons Gallons Units II o
New Tanks Existing Tams a avi v. h Ij/ L
Septic or Holding Tank
Dosing Chamber
VII. Responsibility S meat- f, the undersigned, a responsibility for installation of the POWTS shown on the attached plans.
Plumber's Name (Print Pi er' ignature MP/IviPRS Number Business Phone Number
ILL-
Plumber's Address (Street, City, State, Zi )
ountv/De artment Use Only
Approved Permit Fee Date su lssuin. ent Signat
r eason for Denial 1 v S' I '
IX. Condi ro royal ^
r`~t, er bXFWV PP /
Uisper:ai cell rust all a OI Ts r~?) ss.Per WMeM plan pru tided by plumber. bk.JV~I~. /r14. Y~ ~v{q /hill.
24iMSt s moate lasnc: trod
go pK Mpg4c" 006t / 4:rdiH8AW-
Attacb to complete plans for the system and submit to the Coun only OR paper not less than 8 r2 z 11 inches in sift r
SBD-6398 (R. 11/11) r~ r
(/Ti~/"~iV~tiGwl •
System PLOT PLAN
PROJECT Oeverina Homes ADDRESS 1433 Cernohous Ave Suite A New Richmond Wi 54017
SW 1/4 SE 1/4s 8 /T 29 N/R 17 W TOWN Hammond COUNTY ST. CROIX
SYSTEM ELEVATION 97.0/96.6 5' below grade 4/9/17 BEDROOM 3
DATE
CONVENTIONAL XXX CONVENTIONAL LIFT HOLDING TANK
MOUND SEPTIC TANK SIZE 1000 gallons LIFT TANK SIZE DOSE TANK SIZE
HOLDING TANK SIZE LOAD RATE .5 ABSORPTION AREA 933 # of chambers 46
BENCHMARK V.R.P. Top of survey iron ASSUME ELEVATION 100' Filter Lifetime Filter
❑ BOREHOLE O WELL *H.R.P. same as benchmark
Vent
Scale is F = 40' >6„ Quick4 Standard
unless otherwise of Cover Leaching Chamber
noted with 20.0 ft2 of Area
4' Long 12" 5.6ft^2/pair of end caps
Grade at System Elevation
34
Pro 3
Bedroom
166th St. House
20'
S
_ V
25'
B-3
45'
102'
V- -01
30 2-3' X 94' cells with >3' spacing
IL ents 20'
101
90'
4% Slope B-1
40'
~B.M. 0'
208' Property Line
All piping shall be ASTM SDR 30/34, within 330' Property Line
10' of tank, piping shall be ASTM F891
Cover Page
Shaun Bird
i
Bird Plumbing Inc.
1432 120th St.
New Richmond Wi 54017
715-246-4516
Date: 4/9/17
Owner:Oevering Homes
Location: SW1/4 SE1/4 S8 T29 N,R17W 1009 166th st. Hammond
Manuals Used: In-ground absorbtion system (version 2.0)
Page#
1. Cover Page
2. Plot Plan
3. Chamber Cross Section
4-6. Maintanance a d ontingency Plan
7.Filter Cross Se.
+
Signature
License num #226900
System PLOT PLAN
PROJECT Oeverina Homes ADDRESS 1433 Cernohous Ave Suite A New Richmond Wi 54017
SW 1/4 SE 1/4S 8 /T 29 N/R 17 W TOWN Hammond COUNTY ST. CROIX
SYSTEM ELEVATION 97.0/96.6 5' below grade 4/9/17 BEDROOM 3
DATE
CONVENTIONAL XXX CONVENTIONAL LIFT HOLDING TANK
MOUND SEPTIC TANK SIZE 1000 gallons LIFT TANK SIZE DOSE TANK SIZE
HOLDING TANK SIZE LOAD RATE .5 ABSORPTION AREA 933 # of chambers 46
BENCHMARK V.R.P. Top of survey iron ASSUME ELEVATION 100' Filter Lifetime Filter
❑ BOREHOLE O WELL *H.R.P. same as benchmark
Vent
Scale is F = 40' >6 Quick4 Standard
unless otherwise Leaching Chamber
of Cover with 20.0 ft2 of Area
noted
5.6ft^2/pair of end caps
12"
4' Long
Grade at System Elevation
34"
Pro 3
166th St. Bedroom
House
20
S
25'
B-3 45'
102'
30' 2-3' X 94' cells with >3' spacing
101' Vents 20'
B-2 90'
4% Slope B-1
40'
B.M.
208' Property Line
All piping shall be ASTM SDR 30/34, within 330' Property Line
10' of tank, piping shall be ASTM F891
Cross Section of Infiltrator Quick 4 Leaching Chamber
Typical cross section for 2 of 2 cells
Quick 4 Standard Leaching Chamber
with 20.0 ft2 of Area per Chamber
5.6ft^2 pair of end plates To be >1' above grade
Finish grade elevation
Typical Installation i 102.'
Len Vent
Grade
3'
4 Septic Tank
5' L5' 5' Long 3 6Grade at System Elevation Grade at System Elevation
Spacing- 5'
2-3' X 94' Cells
Same on other end Observation tube/Vent
At end of cell
A
B
23 chambers per cell
System elevations:
A-97.0'
B-96.6'
ST. CROIX COUNTY
SEPTIC TANK MAINTENANCE AGREEMENT
AND
OWNERSHIP CERTIFICATION FORM
Owner/Buyer
Mailing Address X&J(~/ I 61~~'~n2k. i
Property Addres'-
(Verification required from Planning & Zoning Dep t for new construction.)
City/State _ Parcel Identification Number/
LEGAL DESCRIpTIpN
Property Location„S 'C) V, , /
T l N Town of
Subdivision
rwCertified Lot # O`!
Survey Map #
Volume - , Page #
Warranty Deed #
Volume , Page #
Spec house
yes no lot lines identifiable no
SYSTEM MAINTENANCE AND p R'NER CER7TIICATIt7N yes
Improper use and maintenance of your septic system could result in its premature failure to
maintenance consists of pumpin out the septic system can affect the functiom of the se tank every three years or sooner, if needed, b handle aste
y a licensed p- Proper
responsibilities are specified in Co septic tank as a treatment stage in the waste disposal system. owneu r mai What you put into
§ mm. 83.52(1) and in Chapter 12 - St. Croix Co" intenance
The Sanitary ordinance.
Property owner agrees to submit to St. Croix County Planning & Zoning De
owner and by $ master lumber o partrnent a certification fo
wastewater disposal master tent b r' j ymon Plumber, restricted plumber or a licensed ptunper veri ,signed by the
lass than 113 full sa sludge. is in Proper operating condition and/or (2) after inspection and Pumping fY (if nfn that ecessary a the on-site
the septic tank is
1/we, the undersigned have read the above re
standards set forth, herein, as set by the De quirements and agree to maintain the private sewage disposal system with the
Certification stating
that your septic system bees been of Conunerce and the Department of Natural Resources, State of Wisconsin.
Zoning Department within 30 days of the three maintained must be completed and returned to the St_ Croix County planning &
year expiration date.
1/we certify that all statements on s form are true to the best of my/our knowledge. I/we am/are khe owner( s ) of the
Property described above, by virtue of a w arty deed recorded in Register of Deeds Office.
Number of bedrooms
IGNAT OF APPLICANT(S)
DATE
E
***Any information that is misrepresented may result in the sanitary permit being revoked by the Planning & Zoning Department.
nelude 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,
(.REV. 08/05)
POWTS OWNER'S MANUAL & MANAGEMENT PLAN Page of
PILE INFORMATION SYSTEM SPECIFICATIONS
Owner Septic Tank Capacity gill 0 NA
Permit # Septic Tank Manufacturer Ll NA
:)ESIGN PARAMETERS Effluent Filter Manufacturer ,
❑ NA
r
Number of Bedrooms /
❑ NA Effluent Filter Model NA
Number of Public Facility Units NA Pump Tank Capacity al 13 NA
j Estimated flow (average) avda Pump Tank Manufacturer NA
Design flow (peak), (Estimated x 1.5) , gal/day Pump Manufacturer NA
Soil Application Rate al/day tfl2 Pump Model NA
i Standard Influent/Effluent Quality Monthly average" Pretreatment Unit NA
Fats, Oil & Grease (FOG) 530 mg/L ❑ Sand/Gravel Filter 0 Peat Filter
Biochemical Oxygen Demand (BODs) :220 mg/L 0 Mechanical Aeration ❑ Wetland
Total Suspended Solids (TSS) :5150 mg/L ❑ Disinfection 0 Other.
Pretreated Effluent Quality Monthly average Dispersal Cell(s) 0 NA
Biochemical Oxygen Demand (BODs) 530 mg/L 4-Ground (gravity) ❑ In-Ground (pressurized)
Total Suspended Solids (TSS) 530 mglL NA ❑ -Grade ❑ Mound
Fecal Colifarm (geometric mean) 5104 cfu/10Oml ❑ Drip-Line ❑ Other:
!Maximum Effluent Particle Size in dia. 0 NA Other. ❑ NA
(Other. A Other: 0 NA
"Values typical for domestic wastewater and septic tank effluent Other ❑ NA
IAINTENANCE SCHEDULE
Service Event Service Frequency
0 month(s)
(Inspect condition of tank(s) At least once every: . ' ears (Maximum 3 years) ❑ NA
(Pump out contents of tank(s) When combined sludge and scum equals one-third {'fa} of tank volume 0 NA
Ilnspect dispersal cell(s) At least once every' 0 month(s)
s ear(s) (Maximum 3 years) ❑ NA
(Clean effluent filter At least once every: onth(s) 0 NA
ear(s)
Inspect pump, pump controls & alarm At least once every: 0 month(s) ❑ [I NA
year(s)
I%sh laterals and pressure test At least once every: ❑ month(s) NA
0 year(s)
ether. 0 month(s)
At least once every: E3 year(s) NA
Ether:
❑ NA
MAINTENANCE INSTRUCTIONS
Inspections of tanks and dispersal cells shall be made by an individual carrying one of the following licenses or certifications: Master
!Plumber; Master Plumber Restricted Sewer; POWTS Inspector; POWTS Maintainer; Septage Servicing Operator. Tank inspections must
linclude 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
-egulatory authority.
When the combined accumulation of sludge and scum in any tank equals one-third or more of the tank volume, the entire contents of
{:he tank shall be removed by a Septage Servicing operator and disposed of in accordance with chapter NR 113, Wisconsin
Administrative Code_
INN 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.
!!k service report shall be provided to the local regulatory authority within 10 days of completion of any service event.
Page of
START UP AND OPERATION chemicals ths►t
For new construction, prior to use of the POWI'S check treatment tank(s) for the presence of painting products or other
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 oc= when soil conditions are frozen at the infiltrative surface.
wastewater will will lots
During power outages pump tanks may fill above normal highwater levels. When power is tutored or the surface excess discharge of effluen l
discharged to the dispersal cell(s) in one large dose, overloading the cell(s) and may result in the backup
To avoid this situation have the contents of the pump tank removed by a Septage Servicing operator prior to restoring power to ttde
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, the area within
Do not drive or park yehktes over tanks and dispersal cefls. Do not drive or park over, or otherwise disturb or compact,
15 feet down slope of any mound or at-grade soil absorption area.
Reduction or elimination of the foilowing from the wastewater stream may improve the performance and prolong the fife of the POW($'
antibiotics; baby wipes; dcigarette butts; -condoms; cotton swabs; degreasers; dental floss; diapers; disetfe; fah foundation drain (sump pump) water, fruit and vegetable
peelings; gasoline; grease: herbicides; meat scraps; medications; oil; painting producos;
pesticides; sandary napkins; tampons; and water softener brine.
ABANDONMENT
When the POWTS fails and/or is permanently taken out of service the following steps shall be taken to insure that the system is propetlY
and safely abandoned in compliance with chapter Comm 83.33,1Nisconsin Administrative Code:.
• All piping to tanks and pits shall be disconnected and the abandoned pipe openings sealed,
• The contents of all tanks and pits shall be removed and properly disposed of by a Septage Servicing Operator-
• After pumping, all tanks and pits shall be excavated and removed or their covers removed and the void space fined with soil,
gravel or another inert solid material.
CONTINGENCY PLAN de compGnt
If the PCWTS fails and cannot be repaired the following measures have been, or must be taken, to provide a co
replacement system:
?e--A suitable replacement area has been evaluated and may be utilized for the location of a replacement soil absorption systeim•
The replacement area should be protected from disturbance and compaction and should rot be infringed upon by requitled
setbacks from existing and proposed structure, lot lines and welts. Failure to protect the replacement area will result in the nged
for a new soil and site evaluation to establish a suitable replacement area. Rem systems must comply with the rule$ in
effect at that time.
❑ A suitable replacement area is not available due to setback and/or soil limitations. Barring advances in POWTS technologK 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 sal and site evaluaion
must be performed to bate a suitable replacement area. If no replacement area is available a holding tank may be installed) as
a last resort to replace the failed POWfS.
Mound and at-grade soil absorption systems may be reconstructed in place following removal of the biorrat at the infift 0ve
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 O~ A
PERSON FROM THE INTERIOR OF A TANK MAY BE DIFFICULT OR IMPOSSIBLE
ADDITIONAL COMMENTS
POWTS INSTALLER POWTS MAINTAINER
Name
Name _5
L I - E Phone ~
Phone
r 1 f~
E
SEPTAGE SERVICING OPERAT (PUMPER) LOCAL REGULATORY AUTHORITY
Name
Phone Phone ! J`
i
This document was drafted in compliance with chapter SPS 383.22(2)(b)(%d)&(f and 383.54(1), (2) & (3), Wises Administrative Code.
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Wisconsin Department of Commerce SOIL EVALUATION REPORT Page of
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 '5 C
include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. 0/X- 2~ Z ¢ _
percent slope, scale or dimensions, north arrow, and location and distance to nearest road. O
Please print all information. Revi cl by Date 1 ?
Personal information you provide may be used for seconda purpos{y~ r+ c ba'+ .h51D(1) (m) . /uJ d 7
Property Owner / 2m Property Lo on
h 2 I
f 6-7 199.7Lot ) 114 1/4 S T N R E (o W -IHN rtyOwner's MaArig Addre-s-sJ Lot # 161 # S Name or CSM# P 0,i zx/
_
Y ~Zm/~~C 1r
l ST. CROIX
City tate ~p Code Phone N tuber Village Town Nearest Road
C/ ) fC T
ot / J') ~ -
U
New Construction Used Residential / Number of bedroomscode derived design flow rate J~ GPD
❑ Replacement ❑ Pu is or commercial - D scribe:
Parent material =v-'j*zt~"-' Flood Plain elevation if applicablef
General corruttents c .fi- J- S 6 ll c,t ti,c. mac" c~c `
and recommendations: lJ & Crl~~~ j '-(J&
System TypeZ System Elevation
F Boring # ~ Boring 91
Q P1 Pit Ground surface elev. v I ft. Depth to limiting factor in.
Solt Application Rate
Horizon Depth Dominant Odor Redox Description Texture Structure Consistence Boundary Roots GPD/ff . -
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 -Eff#2
7 r
f 4-
It
b
Boring # a , Boring
Pit Ground surface elev. 11 ) ft. Depth to limiting factor in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fft
in. Munsell Ou. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
/.1'
Z iL-~ lU it~`~
r
q lb /7q
/ I
1•
Effluent #1 = BOD > 30:5 220 mg/L and TSS >30:5 150 mg~ ' Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L
CST Hams (Please Print) Si CST Number
Bird Plumbing, Inc. Shaun Bird 226900
Address Date Evaluation Conducted Telephone Number
1008 192nd Ave, New Richmond, Wl 5401%x' /715-246-4516
t
Property Owner _ Parcel ID # Page of
Boring # Boring
pit Ground surface elev. / ! O/
ft. Depth to limiting factor it 1 Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDlff°
in. Munseil Qu. Sz. Cont. Color Gr. Sz. Sh. `Eff#1 `Eff#2
~i , ~s i ~11rYlc•r~ s71~i-.. - rYr-1 / ~
3
d
F-1 Boring # ❑ Boring
❑ pit Ground surface elev. ft. Depth to limiting factor in Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM
in. Munsell Ou. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 `Eff#2
❑ Boring # ❑ Boring
❑ pit Ground surface elev. ft. Depth to limiting factor in.
Soil Application Rate
Horizon ')epth Dominant Color Redox Description. Texture Structure Consistence Boundary Roots GPDtrf
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#2
s.
` Effluent #1 = BODS > 30 < 220 mg/L and TSS >30 < 150 mgA_ • Effluent #2 = BOD, < 30
mgll. and 7SS < _ 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 OL6M) .
Soil Test Plot Plan
Project Name Oevering Homes LLC
Shauril~ 'rz d ~ 4e
Address P.O. Box 179
New Richmond Wi 54017 `
C #226900
Lot 28 Subdivision Hammond Hills Estates Date 2/07
S W 1/4 SE 1/4S 8 T 29 N/R17 W
Township Hammond
Boring Q Well PL Property Line County ST. CROIX
BM or VRP Assume Elevation 100 ft. Top of Survey Iron
System Elevation 107.3/106.7 *HRpSame as Benchmark
Please note: survey was not
complete at the time of testing,
installer must check all setbacks
prior to installation.
Scale is 1" = 40'
unless otherwise
noted
166th St.
B-3 45,
r-~
102' ~
130'
101' 20'
90'
B-2 ~P
4% Slope B-1
40'
B.M.
208' Property Line
330' Property Line