HomeMy WebLinkAbout026-1155-24-000 r
Wisconsin Department of Commerce Count
PRIVATE SEWAGE SYSTEM St. Croix
Safety and Building Division
INSPECTION REPORT Sanitary Permit No:
453067 0
GENkRALINFORMATION (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:
Gremore, Jay & Marie I Richmond Township 026- 1155 -24 -000
CST BM Elev: Insp. BM Elev: BM Descript Section[Town /Range /Map No:
166-6 /D0 ` I 1 ! 22.30.18.1187
TANK INFORMATION ELEVATION DATA
TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV.
Septic Benchmark (4 Y d I v0
Dosing Alt. BM ST e 6
Aeration Bldg. Sewer
yd /o .0 93,A
Holding St/ t ]nlet
St/Ht Outlet
TANK SETBACK INFORMATION
TANK TO P/L W� BLDG. Vent to Air Intake ROAD Dt Inlet
Septi
> \ 2 Dt Botto
Dosing N J 4 Header/ an.
Aeration Di t. Pipe $ S
Holding Bot. System
r j
Final Grade 5
PUMP /SIPHON INFORMATION To 5:7iG
Manufacturer Dem
!� a d St Cover
M / GPM - n' e rf
Model Number 6y b ` S' S cfl�
TDH Lift J Friction ss System e d TD g Ft
�'�
Forcemain Length �� Dia. Di . to `
Z r. �J(� YeT
SOIL ABSORPTION SYSTEM `7 = �u
BED/TRENCH Width Length No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. T uid Depth
DIMENSIONS J �L -0
SETBACK SYSTEM TO ✓� P/L W JBLDG 1WEL LAKE /STREA LEACHING Manyf ur r±
INFORMATION CHAMBER OR V
Type f System: UNI
1 ' Model Number:
DISTRIBUTION SYSTEM
Hea r /Manifold ` S Distribution x Hole Size x Ho e S cin Vent to Air Intake �
L Length JJ�� Die `1 Spacing 7c�
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 f / 41-fJ�A_1_ _ Bed /Trench Edges Topsoil
Yes , ! No 'Yes N(�
COMMENTS: (Include code discrepencies persons present, etc.) Inspection #1:/ Z Inspection #2:_
Location: 1491 128th Street New Richmond, WI 54017 (NE 1/4 NE 1/4 22 T30N R18W) Pondview ea o II Lot 24 , , Parcel No: 22.30.18.1187
1.) Alt BM Description = s�" d- ('_41>, V eAf l
2.) Bldg sewer length =32 �,► a' /ip` —,d,�
- amount of cover =) f 01C Gt `6'�'1�`�
� 1 'p _ a o6sor►% s 1y �w /�'
Plan revision Required? Yes f!" No
Use other side for additional information.
SBD -6710 (R.3/97) Date Insepctor's Signqtum C . No
Safety and Buildings Division County ` --
V NS C 201 W. Washington Ave., P.O. Box 7162 u
Onsin Madison, WI 53707 - 7162 Sanitary Permit Number (to he filled in by Co.)
Dep artme nt of Commerce -� (608) 266 -3151 0 � }
Sanitary Permit Applie s —, state Plan I.D. Number
In accord with Comm 83.21, Win. Adin. Code, personal inf rmati i 1
may be used for secondary purposes Privacy Law, 15.04(I)(m) Project Address (If different 111111 n jail In address)
rrT.« 4 a r a ®f i Vo
1. Application Information - Please Print All Information
Property Owner's Na me Parse Lot Idt«It -V
_s
Property Owner's M ailing Address Property Location
<9 / 4 /3 City, State Zip Code d Phone Nutnbcr y 'A, —� nA • Section _
(Circl
11. Type of building (check all that apply) r
1 9 1 or 2 Famlly Dwelling - Number of 130roomy Subdivision Nanie CSM Number
❑ Public /Commercial - Poicribc Usc
❑ State Owned - Describe Use C3 Iy20G(t)0✓A OAA ' I I('it I Ivillalte A of
r _.tom _ L�S.. _
III. Type of Permit: (Check only one box on A. Comp IT if 111 pt ca ) e) ..
_�.. _ _- _ _...__,.. - .._.
A.
New System CI Replacement System I. I 'Crcatnicnt /1[olding'I'ank Replacement Only I I Other Mudificaliun to Existing System
B. ❑ Permit Renewal C I Permit Revision a I .I Change of 1 I Per nit'1'ransfer to New List Previous Permit Number and Date Issued
Before Expiration Plumber Owner
IV. Type of PO WTS S ystem : (Check all that appl
❑ Non - Pressurized In- Ground ❑ Mound > 24 in. of suitable soil n Mound < 24 in. of suitable soil I At -Grade ❑ Single Pass Sand Filter
❑ Constructed Wetland :9 Pressurized In - Ground E. I llolding'I'ank 1.1 Peat Ndtcr I I Aerohic'I'rcatnent Unit I I Recirculating Sand Filler
❑
Recirculating Synthetic Media Filter C] [.eacinin .hat iher _ 1' I Drip [,file I I Craw R less Pipe I I Other (explain) _
V. Dispersal/Treatm Area Infor mation: _ VF L4 i d _� ��'( - rec S
Design Flow (glxl) Design Soil Application Rtuc lst) [)i�pers;d Arclt Ralune,d W) [7tslnns;d At n Pnopaxrd (st)vstcm f.lcvauonL�L� g ^ A ' -
4 150 0.7
Vl. T ank Info Capacity in [nisi Number Mauiilacnlle+ I'rel'ah Site Strel hiker Al
Gallons Gallons of Units Co ncrele, Coasnoelcd Glass
New F; — I,tF,
_.
Scpilc or Ilnlding 'I'rnk ... _ _ ...
Arrobic'I'reotlnrull(tilt
Dosing Chamber ____ .- -- ,.__. —. _
E FFuIE VT P i Tlf 12- / >
VIL'Responsibility Statement I, fi undersigned, assu responsibility for I nstallati on of th POW'b'S sho ou th a plans.
Plumber's Na me (Print) Plumber's Si gnature MP /MPRS Number Business Phone Number
a u 1 t� 1' ; a
�y
W - - - -- • - - -- 3:3 �Q -- - — - i - _�_. _
Plumber's Addre ss (Stree(, City, State, Zip Code)
r 7 hi 'go c P
VIII. County/Department U Onl
__
9 1 , Approved ❑ Dlsapproved Sanitary Permit I +ce (includes Grunndwmner IAuu Issued s. bug Agent Signanir (No Stamps)
Surcharge Nee)
❑Owner Given Reason for Denia ,
IX. Conditions of Approval /Reasons for Disapproval
SYSTEM OWNER;
1 Septic tank, effluent filter and
dispersal cell must all be serviced / maintained
as per management plan provided by plumber.
2. All setback requirements must be maintained
as per applicable code /ordinances.
Attach complete plans (to the County only) for the system on paper not Icss than 81/2 x 11 inches In sire
SBD -6398 (R. 01 /03)
TITLE SHEET Page I of
A DOSE
. D COi1VENTIONAL IN-G OUidD SYSTEi'I
This plan has been prepared in accordance with the Conventional
Soil Absorption Component%-Iianual SBD- 10567 -P (R.6/99)
Located in the Q �E 1/4 of the K) L 1/4 of Section ZZ-
To , T R 1 8 Town o f R ,
County,-W isconsin.
LO'T_zq 01=
INDEX
Page 1 of 6 TITLE SHEET
Page 2 of 6 SYSTEM MA•!AGEMEN PLAN
Page 3 of 6 PLOT PLAN 30., of 6 Q�PS�� v ►�
Page 4 of 6 LEACH CHAMBER DETAIL
Page 5 of 6 PUHP CHAMBER
Page 6 of 6 PUMP PERFOKIANCE CURVE
PREPARED FOR
Z1 3 biz . Z
PREPARED BY
WE— E: FR _S0 3: L . TEST S r40 `
AND .
ASS GW SSF2V I CE
P.O. Box 74 421 N.2-fain St.
River Falls, WI 54022
Phone 715- 425 -0165
Fax 715 -425 -6864.
AP. iv N 1 �
ELL worr j
3 - Zy -0
JOB NO. l3 _ 6
SYSTEM MANAGEMENT Page 2 of C�
+ Management and maintenance of this system is critical to
proper operation and longevity. The system owner must be provided
with a complete set of plans including this management section.
GENERAL
Proper functioning of any type of on -site waste disposal system
is dependent on the amount of water entering the system and the
quality of the water. The lower the volume of water and the
lower the level of contaminants, the more efficient and longer
lasting the system will be.
Typical system components include a septic tank to settle out
and break down solids, an effluent filter to filter o.ut small
particles and absorption cells to dispose of the water in a
manner which will protect the groundwater and public health.
RECOMMENDATIONS
1. Install water saving devices when and where possible.
2. Repair any water leaks as soon as possible.
3. Do not pour greases, oils or chemicals into the system.
4. Do not dispose any paper products other than tissue into
the system.
MAINTENANCE
1. The septic tank should be inspected by a licensed pumper
every 3 years or less and pumped if necessary to remove
solids and scum.
2. The effluent filter must be cleaned periodically to remove
any accumulated particles. It should be washed back into the
tank at 6 month intervals or as per the manufacturer's
recommendation.
3. Periodic inspections at the observation pipes shoul�be
made by the owner to determine if any ponding is taking
place in the absorption cells. If consistent ponding is
taking ace a licensed plumber 1 ber should be contacted.
place,
P
CONTINGENCIES
If the soil absorption cells fail to accept wastewater,
replacement cells should be installed. Additional site and soil
evaluations may need to be done and additional plans may need
to be prepared and approved by the Safety and Buildings Division
of the Department of Commerce.
Questions about the operation or maintenance of this system
should be directed to:
The County Zoning Office at -- I u ST. C -tu1
The system installer at -) YS - ZbZ -S-236 L
The tank manufacturer at bvl
The eff luent filter manufacturer at Z9
The leach chamber manufacturer at WW -ZZ,( _L4L[36 IyU�L R
PLOT PLLN r
3 b
Scale 1 "_� ' Pace of
6ry
J
�- B •Z
a
'> G`
C)
v
L-111 Z �
�J
DoT Z�
NOTES:
1. Elevations shown are existing ground elevations unless otherwise noted.
2. Install 4" observation pipes with approved caps. ( 6 required) .
3. Septic tank to be ►0 ) 6Sd gallon capacity manufactured by
-w
4. Bench mark
5. Divert surface water around system to prevent ponding at the uphill side.
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' Combination Sept;.c;Tank and
PUMP CHAMBER CR055 SECTION AND SPECIFICATIOlJS ' PAGE OF
Ld "C•= VZQT P7PtS 1 L.�aT
___. -_ - -- WEATHEK PftOOF
1D �i�M molt , wtin,t�uW Utz Vi`�1S C� JUC:CTIOU FOX .
APPROVED LOCKIl.l
&kJJHOLE COVER Jti7IV
wARlJIS.1G LF�BEC..
1
t. t :
� � Is•MIU.
• PROVIDE \� lu t - - - --
` AtRTIr.KT $CAL j
Approved
-�� joint w/
?p�yr•A �ov„r - . f I ALARr PVC pipe
w "3�__t is ;Eb
fir__
[ !.. U
D
COUGRETE i t
�= CLOC ---
- _- --
RISER EX!T PERMlitEO Gt1L� IF TAkJK MAI,:UFACTURLR HAS SUCH APPxLvAL _7 r
SEPTIC f SprCIFICATICLIS
OCSE
Tf l�IrCS MAUUFACTUStf`R: \ ���Z CO1VC�. I t:MBEA Of DOSES: S
P ^ R CA.
TAMK SIZE: »Uu S U CsALLOA:S DCSC VOLUME
ALARM t AIJUFACTURI`f2: _S S - T_LQ " I 5L MZ IAICLUDWC, 5ACKI'LOW: GA LLONS
MODEL K:UMBER: I"-) Vi4-, 1
_ • CAPACITIES: A = � !UCHES Oft 3 C) � GALL04:
ZwtTCH T�PL: !'1E'R -CvRy g= Z t�;CxES�GR �', G�LtouS
PL:MP MAMUFACTURCR: G= IUCHE$OR �uZ GALLOI:.
MODEL I�]UMBER: —_�� L�� •., Z
D= `Z INCHES OR GALLCWS
SWITCH TYPE: I'��1Z CV�tf tJOTE: PUr1P A1JD ALARM ARE 70 6C
MIWIMUM DISCHARGE RATE �1 S GPM IN TALLED OW SEPARATE CIRCUITS
VERTICAL DIFFERENCE DETWLEil PUMP OFF AUD,.1)I57RIBUTION PIPE_ S -S FECT
-d- MIQIMUM ItI ETWORK SUPP PRESSURE , t `�'A ,FECT
{- S FEET OF FORCE t1A IIJ X X 0. 6 ti f c fCfRiCTIOU FAC7pR „ S°1 FEET
TOTAL M WAMIC HEAD FEET
As manufacturer h1b gal /in. Liquid depth 3$ ti
Y
ME40 Series M"M
4110 HP Effluent
and Drain Water Pumps
Performance Curve
MODEL ME4O EFFLUENT PUMP
CAPACITY LITERS PER MINUTE
0 50 100 150 200 250 300 350
40
12
35
10 N
Ld 30 W
4- H
1 Z .,, 25 8 X
0
= 20 6
J
Q S
F— 15 J
E 4 F
t 0 t�-
�• d9
5 2
0 �S.o
0 10 20 30 40 50 60 70 80 90 100 0
CAPACITY GALLONS PER MINUTE
;r
1101 Myers Parkway, Ashland, Ohio 44805 -1923
FAX X 419/289 -6658 Telex 98 -7443
K3326 7/91 Printed in U.S.A.
Zaisconsin 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 81/2 x 11 inches in size. Plan must
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.
Please print 19 WRPO iV E ® d by Date
Personal information you provide may be used f r secondary purposes (Privacy Law, s. 5.04 (1) (m)). 31 &/o 3
Property Owner FEB 8 20 03 Pr party Location
G lot N,. 1/4 �r _ 114 S 2 Z T :I( N R t g E (or) V�
Property Owner's Mailing Address ST C R O i X C o U N T Y L t# Block # Sd. Name or CSM#
ZONING OFFICE � ec
City f O State Zip Code Phone Number City ❑ Village [Z Town Nearest Road
A/t 54011 cl i`t)) (o- — `t Z-S one i C4 / 6
[9 New Construction Use: ( Residential / Number of bedrooms _ 3 _ Code derived design flow rate _ �' ? Q )__ GPD
❑ Replacement ❑ Public or commercial - Describe: -
Parent material- (' Flood Plain elevation if applicable
General comments Sy � fr'� a(< V , � an�V Wa-d— GIS 7 / ,fj�t d slti 4- �i 5 � t Z ��3
an B1 s s. t�E�,,; 63 ayprow• �tv'rr.: -/rte 4 Z?/ 9 3.8 .�2v.
B vy (mod 44u4 -Ce F r 44� ,ate �
+ Boring # Boring
1 ® Pit Ground surface elev. _ ft. Depth to limiting factor ( D in. Sol Applica Rat
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Fe
in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. "Eff#1 *Eff##2
-► (0 v r -
2 iq -y r — s i'�_I Zm m
F Z - - Boring # Boring U
Pit Ground surface elev, � Z q 0
ft. Depth to limiting factor _��_ in. Sol A Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz
in. Munseil Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eft#2
Cr i 2 i c) Z 5t t Z�, -�.�k � c r -X 5
2 IZ- I ) vr ` 1 -- Si'C
,4 -,q
S5 z q 1
Effluent #1 = BOD > 30:5 220 mg/L and TSS >30 150 mg/L " E t #2 = BOD < 30 mg/L and TSS < 30 mg&
CST Name (Please Print) S' re CST Number
kw 5330°1
Address Date Evaluation Conducted Telephone Number
r ,
Y
Property Owner ff -- Parcel ID # — _� --___ - -- - - - - -- Page - of
F Boring # E] Boring d Q
Pit Ground surface elev. _ f, 3 ft. Depth to Nmi6rtg factor (n Sol Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD1ft
in. Munson Qu. Sz. Cont Color Gr. Sz. Sh. 'Eff#1 '01#2
.2
CH �0
s�
F-1 Boring # ❑Boring `_
11 pit „Ground,surface elev. it. Depth to limiting factor in. Sod ication Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDJW
in. Munseit Qu. Sz. Cont Color Gr. Sz. Sh. 'Eff#1 'Eff#2
i
I
Boring
F] El # Ground surface elev. ______ It. Depth to limiting factor — in.
El Pit Sol Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/W
in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. 'Eff#1 `Eff#2
` Effluent #1 = BOD 30 ffq& and TSS >30:S 150 mg/L Effluent #2 = BOD,!S 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)
i
PAGE 3 OF
NAME tar ( ` c ' L TOT Z'l LEGAL DESCRIPTION NI % 1 4 ,S Zy T 30 ,N,R, /8rE(01)
SCALE: 1 '!
BM 1 ELEVATION 10a- 6
BM 1 DESCRIPTION _ .6 6 - � �'/ 5�< c Q a
BM 2 ELEVATION qQ, 7 D n
BM 2 DESCRIPTION -- ZZ Z
SYSTEM ELEVATION
SYSTEM TYPE ( a e n
CONTOUR ELEVATION 0.00 I* 9
t
Na
� fi B .Z
�o
Ci
SIGNATUR �� - - -- , DATE
� , eP
Mar 01 04 11:12a JAY GREMORE 563 556 6699 p.5
03/01/2004 11:11 _ 17154255084 _ � � _ W HALVORSON HOMES INC PAGE � 01/01
ST C ROIX C OUNT
SEPTIC TANK MARMUNCB AGE'
AND
OWMRSW CotMCK `LON VORM
r e, %In o r e
Owaa/Buya J Cc.
mail ing Address J
Adress L- 0 aZ d *voF M / / u
l d (Veaifitationta9nited ffont $laa Depatbmmc for MW
ly�
,„�,� w l' [d�ftficatioa
Number
t
properly L,ac dots � V.,
Subdivision
i 91 i Ows Lot #
catow Survey Map N VOW= — — . .Page # —•
�Vtteratcty Deed # Volume _ -.-- -- Page # — —'
Spoa ),mesa O Y= 1� no I.ot limo idmti Alo ym O no
6Y_�M��� nuefailutotol�dlo.Ya�. Properma
t�uepcCatc. adofrburesp�C�� ► ii caam a Q � �trm rat ire 1� �
of pomp out the �A� taak r+mY �� 1� or i0oaa. if tweded �
cm affect the fnuotics of tie sg6t twk at a ttatt sent tt age iR the waste disposal
a ae�Caooa fvW4 sided by dao ottmoc aad hY a
The popcm owaet agrees to ivbmie eo SF G4oi�c y�i �yjp� f at (!} dio omrafe sraste+v� or aq osal sydem
masaecp7tmaber ,aa•trsafa odaa G oetuod8w° � 'a tanicb las Q+ta !� full oidasdga-
is p pwa opmw ft sonditionn mwar (2) ttflet map rmdptm+pb of taooetsaty). dta
yw� do uodesslewd hays teed the abovo uads� m soak � Resousoes f �C°asia O�Lficatioa
oat �ttb. beeFid. s pfi blr die gep>atmealt iat6w msaoa b e flea pitted � yebawA m tie SL 4toot Cmaw Ofw wit o 30
�B mat sew systeiit hub= maiotaitted �onpuot be oamplalai sod
the yttt a >;p
date.
c�.�
DECO
S[ A OF AP8
O lmo e~ [sue) am (ate) tie owoet(s) of
wrt:) eettity slut all ttatemea►ts on this fog acs hue W ilia best of tad (�) ��g
tb deseefbed a by .ictue of a wiaeiaty deed molded is Uedet of Deeds Ott. L _.. _ .... __....
S�
Of' AP>'ll�
...s.. Axy ia£o� r n that is ants -rape eeeomeed malr ncsnit in the satut►ty pmt bc�C iC1FOl�ed by f6e Zooist D �
•• belade with this appticatlas+: a gtatnped waaaaty dad.finm the Rsg fir of DOC& ofrwa
a OW of t>se otsiidea a o vq asap if r0fiwAW is toade fe the w=mq decd
1 7 �l
U Z�i93 ��� _ �JL
STATE BAR OF WISCONSIN FORM 2 - 1999 KATHLEEN H. W&SH
WARRANTY DEED REGISTER OF DEEDS
✓ Document Number ST. CROI X CO., VI
This Deed, made between Loren D. Derrick, Rose H. Derrick, RECEIVED FOR RECORD
Richard L. Derrick, Joan L. Derrick and Robert J. Derrick 01/16/2004 09:30AK
Grantor, WARRANTY DEED
and Jay Gremore and Marie Gremore, husband and wife EXEMPT #
Grantee. REC FEE: 11.00
Grantor, for a valuable consideration, conveys and warrants to Grantee TRANS FEE: 114.00
the following described real estate in St. Croix County, State of Wisconsin COPY FEE:
(if more space is needed, please attach addendum): CC FEE:
PAGES: 1
Lt 2 Pond View Meado H. St. Croix County, Wisconsin.
Recording Area
Name and RMS'"kTA OGLAND
ATTOANEY AT LAIN
P.O. FOX 359
HUDSO d, WI 54016
026- 1065 -10. 000:026- 1065 - 30-000
Parcel Identification Number (PIN)
This is not homestead property
(is) (is not)
Exceptions to warranties: Easements, restrictions and rights -of -way of record, if any.
Dated this _ day of January 1004
* Robert J. Derrick
* Loren D. Der ck * Richar L. Der ck_
* Rose H. Der Ick * Joan L. Derr
AUTHENTICATION ACKNOWLEDGMENT
Signature(s) Loren D. Derrick, Rose H. Derrick, STATE OF )
Rich L. Derrick, Joan L. Derrick and Robert J. Derrick ) ss.
County )
authenticated this - f January — 2004
Personally came before me this day of
the above named
* Kristin Ogla
TITLE: MEMBER STATE BAR OF WISCONSIN _
(If not, _ _ to me known to be the person(s) who executed the foregoing
authorized by § 706.06, Wis. Stats.) instrument and acknowledged the same.
THIS INSTRUMENT WAS DRAFTED BY
Attorne Kris O giand
H udson, WI 54016 Notary Public, State of
My Commission is permanent. (If not, state 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. Information Professionals Co., Fond du Lac, wi
STATE BAR OF WISCONSIN 800-655.2021
WARRANTY DEED FORM No. 2 - 1999
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POND VIEW MEADOWS II 36
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✓ Residential Single Family Subdivision Zb ( C_Z-4--4
✓ Border by 300+ acres of DNR land
✓ Scenic views of Lundy Pond 38,900
✓ All lots CONVENTIONAL Septic 3'i x`100 Z3
✓ Established development
✓ Lot Pricing starting in the 30's Z � t = S$g "`)
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For private showings of the lots { 1 � is �\ Z4
Please contact Jay Fletch at J C z.Z3t Q� j
WhiteRidge Real Estate, LLC
(715)760 -1189 cell
(615)248 -2642 cell MN
(175)796 -2259 office Zo
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Lot Price (t.9tb ac)
1 -19 SOLD io
20 $47,900 �S,gOC� 9
21 $45,900
22 $43,9W so L-o
23 $41,900
24 $38,900 50 ►-.0
25 $37,900
26 $36;900 5 oe.0
27 $39,900
28 $43,900
29 $45,900
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Visit your home site today at Pond View Meadows, where your community i
natures neighborhood Located a few miles north off 1 -94 on exit 10, west side of Hwy 65, just south
New Richmond. Lot prices begin in the $30's and are ready for your dream home to be added to the neighborhoa
Bring your own builder and enjoy the natural resources while keeping an easy commute to the twin cites.
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