HomeMy WebLinkAbout020-1359-31-000 • Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM Count y
Safety 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)). 353153
Permit Holder's Name: ❑ City ❑ Village [ja Town of: State Plan ID No.:
Wirth .Donald I Town of Hudson
CST BM Ele Insp. BM Elev.: BM Description: Parcel Tax No.:
TANK INFORMATION ELEVATION DATA
TYPE MANUFACTURER CAPACITY STATION BS HI I FS ELEV.
eptic Tr Pat:? B nchriark q. n$ to 3.7 q,Fd
Dos' Pvt r /OD a Alt. BM ,S . s • 1 Aeration Bldg. Sewer o
Holding Sl� /* Inlet /0-9s-
TANK SETBACK INFORMATION St/ Outlet /j, �� q. -
T TO P/ L WELL BLDG. vent to ROAD Dt Inlet
Air Intake y ga 3
Septic ��j , `+ Nl NA Dt Bottom
Dosing 9'6 N�� i f 3� S 1 r NA Header/ Man.
Aeration Dist. Pipe b •
Holding Bot. System Sq
PUMP/ SIPHON INFORMATION Final Grade S I G S
Manufacturer C— Demand St cover X 96 3J
Model Number C� faq 75 GPM
TDH Lift Lriction/ System DH /p G,
r Fie
. oss Forcemain Length )2&/ Dia. �' Dist. To Well
SOIL ORPTION SYSTEM
BED TRENC Width Length No. Of Trenches PIT No. Of Pits Inside Dia. Liquid Depth
DIME i 9_5 - ..Z DIMENSION
SYSTEM TO P/ L BLDG WELL LAKE/STREAM LEACHING Manufacturer:
SETBACK /7
INFORMATION T CHAMBER ype O ll Model N tuber:
Syste (0 33 U OR UNIT h ;VA
DISTRIBUTION SYSTEM ` jw
Header/ Manifold c Distribution Pipe(s) � x Hole Size x Hole Spacing Vent To Air Intake
Length I I Dia. Length ' Dia. 3 Spacing _ L— I _1 -}' &0 1
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.) Inspection #1: 10 /19 /IV Inspection #2:
Location: pig, Hudson, WI (NW1 /4, SWIA, Section 16 T29N -R19W) - 16.29.19. a►;L"1
9'+N M to d oWood t4Ae._
6YVI wvAl
Z V 9
Plan revision required? ❑ Yes ❑ No 71 1
Use other side for additional information.
SBD -6710 (R.3/97) Date Inspector's Signature Cert. No. ,
•, a
ADDITIONAL COMMENTS AND SKETCH
SANITARY PERMIT NUMBER:
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SANITARY PERMIT APPLICATION Safety and Buildings Division
Vi scons i n 201 W. Washin ton Avenue
P O Box 7302
Department of Commerce In accord with Comm 83.05, Ws. Adm. C e ~ Madison, WI 53707 -7302
• Attach complete plans (to the county copy only) for the syste �esl�y ounty
than 8112 x 11 inches in size.
• See reverse side for instructions for completing this applic ipr� �" �taSanitary Permit Number
- }. 353 Is3
Personal information you provide may be used for secondary purposes n "- -
n QChedk if revision to previous application
[Privacy Law, s. 15.04 (1) (m)]. 9 State [Ilan I.D. Number
I. APPLICATION INFORMATION -PLEASE PRINT ALLUNOORR4M I
Prop yOwner am le . O/yQ Location •..`,' o
��1 ./W1/4; `5� (p T Oq (, N, R 1 ,t(or) W
Property Owner's Mailing Address lbt; umt]es "`;'. Block Number
� -
Cit S ate Zip Code Phone Number Subdivi 11 e or CSM Numb r
-
. TYPE F WILDING: (check one) ❑ State Owned E] It Nearest Road
O f C3 Village
Public a 1 or 2 Family Dwelling - No. of bedrooms Town OF
111 BUILDING SE: (If building type is public, check all that apply) Parcel Tax Number(s) p�
1 ❑ Apartment/ Condo d c — b �v
2 ❑ Assembly Hall 6 ❑ Medical Facility/ Nursing Home 10 ❑ Outdoor Recreational Facility
3 ❑ Campground 7 ❑ Merchandise: Sales/ Repairs 11 ❑ Restaurant/ Bar/ Dining
4 ❑ Church/ School 8 ❑ Mobile Home Park 12 ❑ Service Station/ Car Wash
5 ❑ Hotel/ Motel 9 ❑ Office/Factory 13 ❑ Other: specify
IV TYPE OF PERMIT (Check only one box on line A. Check box on line B, if applicable)
A) 1. V New 2. ❑ Replacement 3, ❑ Replacement of 4. ❑ Reconnection of S. ❑ Repair of an
- ______ystem __ System_____________ Tank Only_____________ Existing System ________ Existing System
B) ❑ A Sanitary Permit was previously issued. Permit Number Date Issued
V. TYPE OF SYSTEM: (Check only one)
Non - Pressurized Distribution Pressurized Distribution Experimental Other
11 ❑ Seepage Bed 21 EL] 30 E] Specify Type 41 ❑ Holding Tank
12 Seepage Trench i7� — /a' In- Ground Pressure 42 ❑ Pit Privy
13 Seepage Pit H-1 05 ❑ Vault Privy
14 ❑ System -In -Fill —
4 r
V ABSORP SY STEM INFORMATION:
1I. Gallons Per Day 2. Absorp. Area 3. Absorp. Area 4. Loading Rate 5. Perc. Rate 6. System Elev. 7. Final Grade
Required (sq. ft.) Proposed (sq. ft.) (Gals/da sq. ft.) (Min. /inch) ) Elevations
Q �j Feet Feet
VII TANK Capacit gallo Total # of r Prefab. Site Fiber- Exper.
INFORMATION Gallons Tanks Manufacturers Name Concrete Con Steel glass Plastic App
New Existin structed
Tanks Tanks
Septic Tank or Holding Tank la QO ❑ ❑ 0 ❑ ❑
Lift Pump Tank /Siphon Chamber 1 /006 1 160 p 1 1 ❑ I ❑ I ❑ 1 ❑ 1 ❑
VI11. RESPONSIBILITY STATEMENT
I, the undersigned, assume responsibility for installation of the onsite wage system shown on the attached plans.
Plumb 's Name: (P nt) Plumbe ' igna re: (No Stamps P MPRSW No.: Business Phone Number: zdiz�_ 1 23 p 3.s 1
Plumber OsAddr=allstT ):
IX. COUNTY / DEPARTMENT USE ONLY
❑ Disapproved nitary Permit Fee (Includes Groundwater ate Issued Issui Agent Sign ure (No Stamps)
t
Approved ❑ Owner Given Initial Surcharge Fee)
Adverse Determination S 1
X. CONDITIONS OF APPROVAL / REASONS FOR DISAPPROVAL:
SBD -6398 (R. 4199) DISTRIBUTION: Original to county. One copy To: Safety & Buildings Division, Owner, Plumber ,
INSTRUCTIONS
1. A sanitary permit is valid for two (2) years.
2. Your sanitary permit may be renewed before the expiration date, and at a time of renewal any new criteria in the
Wisconsin Administrative Code will be applicable.
3. All revisions to this permit must be approved by the permit issuing authority.
4. Changes in ownership or plumber requires a Sanitary Permit Transfer / Renewal Form (SBD -6399) to be submitted to the
county prior to installation
5. Onsite sewage systems must be properly maintained. The septic tank(s) must be purriped1iy a licensed pumper w Kene'vis_ P
necessary, usually every 2 to 3 years.
6. If you have questions concerning your onsite sewage system, contact your local code administrator or the State of
Wisconsin, Safety and - Building Division, 608 - 266 -3151 - - - - - .
r.:
To be complete and accurate this sanitary permit application must include:
I. Property owner's name and mailing address. Provide the legal description and parcel tax number(s) of where the
system is to be installed.'
IL Type of building being served. Check only one and complete # of bedrooms if 1 or 2 Family Dwelling.
III. Building use. If building type is public, check all appropriate boxes that apply.
IV. Type of permit. Check only one on line A. Complete line B if permit is for tank replacement, reconnection, or repair.
V. Type of system. Check appropriate box depending on system type.
VI. Absorption system information. Provide all information requested for numbers 1 through 7.
VII. Tank information. Fill in the capacity of every new /or existing tank, list the total gallons, number of tanks and
manufacturer's name, indicate prefab or site constructed and tank material. Complete for all septic, pump /siphon and
holding tanks for this system. Check experimental approval only if tanks received experimental product approval from
DILHR.
VIII. Responsibility statement. Installing plumber is to fill in name, license number with appropriate prefix (e.g. MP, etc.),
address and phone number. Plumber must sign application form.
IX. County/ Department Use Only.
X. County/ Department Use Only.
Complete plans and specifications not smaller than 8 1/2 x 11 inches must be submitted to the county. The plans must
include the following: A) plot plan, drawn to scale or with cbrripteWdimensions, location'of holding tank(s), septic
tank(s) or other treatment tanks; building sewers; wells; water mains/water service; streams and lakes; pump or siphon
tanks; distribution boxes; soil absorption systems; replacement system areas; and the location of the building served;
B) horizontal and vertical elevation reference points; C) complete specifications for pumps and controls; dose volume;
elevation differences; friction loss; pump performance curve; pump model and pump manufacturer; D) cross section
of the soil absorption system if required by the county; E)' soil test data on a 115 form; andfl' all sizing information.
----------------------------------------------------------------------------------------------------
006NDWATER SURCHARGE
1983 Wisconsin 410 included the creation of surcharges (fees) for a number of regulated practices which can
effect groundwater. y
The monies collected through these surcharges are used for monitoring groundwater contamination investigations
and establishment of standards.
LaCasse Custom Homes, Inc.
NWkSW4 S16- T29N -R19W
town of Hudson
lot #32- Parkwood'Meadows
This soil evaluation was conducted to satisfy a zoning requirement, it may or m
not be suitable for your use. The location of the test may or. may not be as shown
as'penMent lot lines were not established at the time the test was conducted.
N.
1 "=40'
BM.= top of 1" pvc pipe @ el. 100.00'
Alt. IBM.= top of 1 pvc pipe @ el. 99.70
,b 170
� s
laoC)
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Wisconsirl Department of Industry SOIL AND SITE EVALUATION REPORT Page 1 of :3
Labor and Human Relations
Division Safety & Buildings in accord with ILHR 83.05, Wis. Adm. Code
COUNTY
Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include, but St. rrnix
not limited to vertical and horizontal reference point (BM), direction and % of slope, scale or PARCEL I.D. #
dimensioned, north arrow, and location and distance to near9stTpad- 020- 1029 -30
[ REVIEWED BY DATE
APPLICANT INFORMATION PLEASE PRINT L *ORMAT14N`_.
PROPERTY OWNER: 'PROPERTY LOCATION
IaCasse Custom Homes, Inc. y GOVT.`�LOT NW 1/4 SW 1/4,S 16 T 2g N,R 19 5(or) W
PROPERTY OWNER':S MAILING ADDRESS «, // 1 LOT ,_ #.1 BLOCK # SUBD. NAME OR CSM #
521 McCutcheon Rd. —i va 3'1 -` na Parkwood Meadows
CITY, STATE ZIP CODE NE NU AQ/X t1 ❑VILLAGE]fOWN NEAREST ROAD
Hudson WI. 54016 �/! )��' X05 __liudson Meadowood In.
J New Construction Use [ Residential / Nu roof, Addition to existing building
[ ] Replacement [ ] Public or commercial b�
Code derived daily flow 600 gpd Recommended design loading rate • 7 bed, gpd /ft •8 trench, gpd /ft
Absorption area required 858 bed, ft 750 trench, ft Maximum design loading rate .7 bed, gpd /ft .8 trench, gpd /ft
Recommended infiltration surface elevation(s) 95.55 ft (as referred to site plan benchmark)
Additional design / site considerations na
Parent material mit wash Flood plain elevation, if applicable na ft
L S = Suitable for system CONVENTIONAL MOUND IN- GROUND PRESSURE AT -GRADE SYSTEM IN FILL HOLDING TANK
U = Unsuitable fors stem ® S ❑ U ® S ❑ U ® 3= El M s ❑ U [3 S 1:1 U ❑ S au
SOIL DESCRIPTION REPORT
Depth Dominant Color Mottles Texture Structure Consistence Roots GPD /ft
Boring # Horizon in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench
..................
.................
1
1 0 -11 10yr 2/2 none 1 2msbk mfr gw 2f .5 .6
2 11 - 10yr 3/3 none sicl 2msbk mfr gw 2f .4 .5
Ground 3 22 -36 10yr 4/4 none sil 2msbk mfr gw if .5 .6
elev.
99 ft. 4 36 -90 7.5yr 4/6 none co s Osg ml na na .7 .8
Depth to
limiting
factor 51 gW
+90
Remarks:
Boring #
1 0 -12 10yr 2/2 none 1 2msbk mfr gw 2f .5 .6
2 12 -20 10yr 3/3 none sicl 2msbk mfr gw 2f .4 .5'
................
3 20 -32 10yr 4/4 none sil 2msbk mfr gi�' if .5 .6
Ground
elev. 4 32 -90 7.5 r 4/6 none co s Osg ml na na .7 .8
9 9.5 ft.
Depth to
limiting
factor
+90
Remarks:
CST Name: -- Please Print Gary L. Steel Phone: 715 -246) -6)200
Address: 1554 200th. a New Ric and 540
Signature: Date: 7 -9 -99 CST Number: m02298 ,
PROPERTYOWNER LaCasse Custom Home SOIL DESCRIPTION REPORT Page 2',- @f 3 "
PARCEL I.D. # 020 - 1029 -30
Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD /ft
in. Munsell Ou. Sz. Cont. Color Gr. Sz. Sh. Bed ITrench
3
1 0 -12 10 r 2/2 none 1 2msbk mfr gw 2f .5 .6
2 12 -22 10 r 3/3 none sicl 2msbk mfr gw 2f .4 .5
Ground 3 22 -32 10 r 4/4 none sil 2msbk mfr gw Ina .5 .6
elev.
9 9.3 ft.
4 32-90 7.5 r 4/6 none cos Os ml na .7
Depth to
limiting
factor
Remarks:
Boring #
1 0 -10 10yr 2/2 none 1 2msbk mfr gw 2f .5 .6
4 2 10 -20 10yr 3/3 none sicl 2msbk mfr gw 2f .4 .5
Ground 3 20 -32 10 r 4/4 none sil I 2msbk mfr gw if .57 .6
elev. 4 32 -90 7.5 r 4/6 none co s Osg ml na na . .8
99.8ft.
Depth to -
limiting 5l
factor T77
+()0 -- -- t
Remarks:
Boring #
1 0 -10 10yr 2/2 none 1 2msbk mfr 2f .5 .6
2 10 -21 10 r 3/3 none sici 2msbk mfr qw 2f .4 .5
Ground 3 21 -30 10 r 4/4 none sil 2msbk mfr qw i .5 .6
elev
9 _
.6 1kr 4 30 -90 7.5 r 4/6 none co s Os .7 ml na na .8
Depth to
limiting � gS, 3v
factor
+90"
Remarks:
Boring #
Ground
elev. j
ft.
Depth to
limiting
factor
Remarks:
1 SBD- 8330(8.05/92)
STEEL'S SOIL SERVICE
Gary L. Steel LaCasse Custom Homes, Inc. 1554 200th Ave.
CSTM2298 NW4Sw4 S16- T29N -R19w New Richmond, WI 54017
MPRSW -3254 town of Hudson (715) 246 -6200
lot #32- Parkwood Meadows
This soil evaluation was conducted to satisfy a zoning requirement, it may or may
not be suitable for your use. The location of the test may or may not be as shown
as permanent lot lines were not established at the time the test was conducted.
N
1 =40'
BM.= top of 1 pvc pipe C el. 100.00'
Alt. BM.= top of 1 pvc pipe C el. 99.70'
a p I 1 ?o
a,
N
Gary L. Steel
7 -9 -99
._ I
SYSTEM ELEVATION AND SIZING CALCULATIONS
Below Grade Chamber Soil Absorption Systems
Permit Number 10/11 /99 Date
x "X° Gravity Distribution
only 1 Pressure Distribution
3 ft Suitable Soil 1 Note 1: Bury depth as per manufacturer
18 in Chamber Height 2
8 ft Maximum Bury Depth 3
600 gpd Estimated Daily Peak Flow
0.80 gpd /ft Wastewater Infiltration Rate 750.0 ft Code SAS Size
40 % Down Sizing Credit 300.0 ft Reduction 0
450.0 ft Min. SAS Size
95.55 ft Proposed SAS Elevation
Soil Surface Acceptable Finished Grade EL 4 (ft)
Boring Grade Limitation SAS Elevation (ft) System Minimum Maximum
Number Elevation (ft) Depth (in) Lowest Highest Elevation? 98.55 105.05
1 99.80 90 95.30 97.63 Yes
2 99.50 90 95.00 97.33 1 Yes
3 99.30 90 94.80 97.13 Yes
4 99.80 90 95.30 97.63 Yes
5 99.66 90 95.16 97.49 Yes
1. Depth of suitable soil required below the infiltrative surface for treatment.
2. Total height of chamber in inches.
3. Maximum bury depth as per manufacturer's recommendations.
4. Based on chosen system elevation, and chamber height. Top of chamber is
equivalent to top of aggregate. The addition of fill for cover or the reduction of
finished grade may be required to meet minimum or maximum code standards.
SBD- 10553 -E (R.05/98)
r
' ST CROIX COUNTY
SEPTIC TANK MAINTENANCE AGREEMENT
AND
OWNERSHIP CERTIFICATION FORM
Owner/Buyer � ��,o LA W 1
Mailing Address /Ao Wair- , * Z c/ 6 3 7
Property Address 1 . % A X t
(Verification required from Planning Department for new construction)
City /State 8„5, Parcel Identification Number C / ' 3
LEGAL DESCRIPTION
Property Location 6 W) %4, '/,, Sec. _Z4, . T _ N -R Town of /vu
Subdivision ��- vyt �A �� r� , Lot #
Certified Survey Map # . Volume . Page #
Warranty Deed # / 7 S , Volume Page #
Spec house ❑ yes 9 n Lot lines identifiable [W 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.
The property owner agrees to submit to St. Croix Zoning Department a certification form, signed by the owner and by a
master plumber, journeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on -site wastewater disposal 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.
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 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 expire on date.
^' 1
SIGNATURE OF APPLICANT DATE
OWNER CERTIFICATION
I (we) certify that all statements on this form are true to the best of my (our) knowledge. I (we) am (are) the owner(s) of
the property described above, by virtue of a warranty deed recorded in Register of Deeds Office. 0 uj / & / 9 9
SI ATURE OF APPLICANT DATE
* * * * ** Any information that is mis- represented may result in the sanitary permit being revoked by the Zoning Department.' * * * **
** Include with thls 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
1461PAGE 564 °
611725
STATE BAR OF WISCONSIN FORM 2 - 1998 KATHLEEN H. WALSH
REGISTER OF DEEDS
ocument Number WARRANTY DERD ST. CROIX CO., WI
This Deed made between LaCasse Custom Homes, Inc., RECEIVED FOR RECORD
A l4 isconsin Corporation Grantor, and 10 - 1999 11:45 AM
Donald W. Wirth and Caroline R. Wirth, husband and wife,
WARRANTY DEED
Grantee. EXEMPT I
CERT COPY
Grantor, for a valuable consideration, conveys and warrants to Grantee COPY FEE FEE:
the following described real estate in St. Croix County, State of Wisconsin TRANSFER FEE: 113.70
(The "Property "): RECORDING FEE: 10.00
PAGES: 1
Recording Area
Name and Return Address
EAGLE VALLEY BANK, N.A.
1301 Coul s Rd., Unit 2
Hudson, M 54016
020-1029 -30
Parcel Identification Number (PIN)
This is not homestead property.
Lot 31, Plat of Parkwood Meadows in the Town of Hudson, St. Croix County, Wisconsin.
This Property is in a Well Advisory Area.
Exceptions to warranties: Easements, restrictions and rights -of -way of record, if any
Dated this day of October, 1999.
LaCasse Custom Homes, Inc.
* * Richard W. LaCasse, President
*
AUTHENTICATION ACKNOWLEDGMENT
Signature(s) STATE OF WISCONSIN )
) ss.
authenticated this _ day of G '� County )
MARLENE K. LINN Personally came before me this SILI day of
* October, 1999, the above named LaCasse Custom Homes,
My Commission Exppires ( Inc., by Richard W. LaCasse, President
TITLE: MEMBER STATE BAR OF WISC to me known to be the person(s)
(If not, who executed the foregoing instrument and acknowledge the
authorized by § 706.06, Wis. Stats.) sam
THIS INSTRUMENT WAS DRAFTED BY
Attorney Kristina Ogland v)
Hudson, WI 54016 Notary Public, State of Wisconsin
(Signatures may be authenticated or acknowledged. Both are not My Commi sion is permanent. (If not, state expiration date:
necessary.) _3 GO) )
*Names of persons signing in any capacity should be typed or printed below their signatures
WARRANTY DEED STATE BAR OF WISCONSIN
FORM No. 2 - 1998
uienDUAnnu 0DneoemnK1A1 0 rnuonuv eA— nu Lee n.v, wee ❑ent_.__ _. J
1' CORNER
PARKWOOD MEADOWS
T29N. R19W
L0I Y (BERNTSEN CAP)
LOCATED IN THE SW 1/4 OF THE NW 1/4, THE W 1/4 OF THE SW 1/4, AND THE SW 1/4 OF
EIPeslir�rn THE SW 1/4 OF SECTION 16, T29N, R19W, TOWN OF HUDSON, ST. CROIX COUNTY, WISCONSIN.
ftL,&TIEQ LAND;z 1N ur a 1K er v4 a rls M u4
— y
la ro-ove ,9a9ta - mccuTt --
LINEAR Afr.4f qO F.. _ _ _ NOTES: I. All LINEAR LEASURD•ENTS HAVE KEN
oot - 5 ::: ' : t pl IDDE To THE NEA AL ONE HUNDREDTH
PAW -1 9 wu' NON t' T7ue' ' ■
6oL. m A r-i7 MEASU DONrs /4LVE BEEN 3LAOE ro M
A `�-L?7 NEAREST FIVE SECOt04 ItL G
38373_ , 6 5 4 6 3 2 TO VALUES SHOWN.
1]19 A0413 13,1 ACa3 1319 ACra i 7.119 A010 100.079 u.
LGj 4 i ea 9" ,oaON u. ■ Im" a INA" v. ,oa999 9r. 2• LOCATION MAP
5 LACAM CUSlW HONES, ING. SECTION le, 720K R7sW. TOWN OF
eA�E,t$4 m S NUO� WII 330166 140 + si CAM cau4rr. wlscarara
PA. _ �' M W N'N• W 1i91.w' I� I IM-N9 K-NN
.1 _ =
W I
LoI r 90• " RI
SASM� I '" 76 a�7
yoL. > _ . 41 t.099 Ar3O
91,+3e v.
DO QE_� t 1$41 ; "' B I NE ARKW00
2228$7_ I ' �i ! k 8� - EADOWS
12� « a n MA
e •
LoL• _j I* .
1990 A 1000 Accts la gs. 13 I sr
AGE 114.I_ �•': 8 13gA10 u. ,H 7]e u. l v� vr1Mr a SCALE 1" •20170'
D
zj &I + ANE mi
LDI 2 I � N M�!•L , - . • —`- � -� LEGEND
.Q.%M- aw COUNTY SECTION oaoelt ADIAUENr.
I I b - B x 6 FOUND (TYPE OF Mx88E1R m m).
2A :,0 I g ' - �� -nsm . �$ :^ z 30^ IRON vIPE s[Ia1No
o _ 8. m R 3.88//LINEM root SET.
7Q9g = I 047, 1^ x 24» IRON PIPE ME IGFIING
1.6 FOOT SET AT ALL
PONT OF ' �° L : • L OTFER LOT COfeERS.
& Avv 300 ' 1^ IRON PIPE• Faun.
- BUILDING SETSACN LINE (WIDTH SH OAH).
N Try
29
W 1/` ww�i - - -'" �' VTILITY EASFAIEN IO WIDE INE
4n W EITHER
SECTION 18 I in7At�s I .: • SIDE O' M LOT L
T29N, R19W
AP) 'T 5 °I 28 J 3 °.. t . ' " N Alig W OUTLOT 1 DRAINAGE EASELSNr.
1 +19
I lae3p '" µZ liiie7 sSJr. fit 1 PREVIOUSLY RECORDED INFaroAATION. RES
IIENC..
TOP OF CAP 1 2 R 3 • X-----*— EXISTING FENCE.
ELEV.-915.56 58 tar DWAINAC( S
. I . N 0M 4A•. ..... - "'m 1 , v' ; 1 ■ GROUND WATER MONITORING WELL.
pp _'V
•• '' ' 'i91.1r........... ��9p.
. {e9 ffd,,N >H I I 'A @ 1 f PROPOSED DRIVEWAY LOCATION.
3� 7 2 w J a BY. a Fi SCALE IN FEET
. -
e b' I ♦ , ea I o 75 130 300 450
• RIO 16 3
Lon
I 31 9 / � ;CURVE TABLE
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s tar >t le 3Ay AMMO A)' NOTE: THE PMCELS SIIOMN ON THIS 1NP ARE SUBJECT TO STATE. COIIN7Y AND TOwNL11P
aU44 u. �[1 I LAWS RUl[9 AID REOILAT IONB 1.C. NEILAIDS, MINIMA/ LOT 312E. ACCESS TO
v y I PARCEL E7C.) BEFORE INO dl �VEIOP 3A AH1' PMCEL CONTACT THE
ST s OFF 1 3 23
ELEV.-897.63 I Sr. C.C . 1 o0(ANTY ZONING OFFICE AND M Ap utE rOrUN BCfRD Iron ADVICE.
,3,AN V. I
POWER � I ' •
I 21
LAW32 040M
'�' / 1
ACRE
I " +/`s � 1 3 SURVEYOR'S CERTIFICATE
' I , iMAT ' V[ H AIR Mb D6VS IW,PF ► MID�ODD IfMOM OCATED
P 9TIEp I / IN THE sv 1/4 OF THE NN 1 /4, fH[ W 1/11 A'a OF W WII RD WON 1/4 W M
UNPLATTED LANDS
N L I I sN 1/4 OF SECTION IS. T29N. RIVN. TOAN Or HUDSON. COUNTY OF ST. CROIX AND
LAND STATE OF W � S T W1 1 3 ��Y1+E� IuoE SUCH S�IYEY �AIp DIVISION AID PLAT BY TIE
LACUlSE CUSTOM IIO3E8 INOpIPMATm OMEIt OF 8.010 LAHO CONTAINING
tOC I I I 9 AOt, BEIND { 117 033 BOAR[ F AND DESCRIBED AS LON3: �BEDINNIID 9.
a t lr 4 } I REFERENCED TO E WEST LINE OFOTMt�(SSWBt 4� %IDN I& ASIIAED To BEM
1 NTH/�NCt145219.33' 0 3' It 1317 O S 2 7' AL OID M� L 0 O 1 1 1 /44 OF THE
NN I / {: TIENIOE S EN 0E S 0.38 ' 32» [ '11" [ 1319.! ' ALONG M [AST LIK OF BAND SW 1/4 OF
M NN I /4• THC 00.18 14.02' ALONG M EAST LINE OF SAID NN 1/4
OF THE SW 1/4 ADM CAST LINE OF SAID IN 114 Of THE SW 1/{ U MN111
5 01-01-35- W 1074.32' • THENCE N 03-05'48- E 28.97' AL OND T f ST
LOT 1 I 0 LINE OF LOT t CERTIFIED SURVEY NAP. VALUE 7 PAGE 2048 DOMAENT MAW
LU.T147 I .&2 I 443210: THENCE s 81 W 423.00• ALONG THE NORTH LTHE OF SAID LOT I
AND THE WESTERLY EXTENSION THEREOF: . HENCE N W - 9162 9s' AL"
_ SAID
i
LaCasse Custom Homes, Inc.
NWkSWk S16- T29N -R19W
town of Hudson
lot # Parkwood: Meadows
Zda. soil evaluation was conducted to satisfy a stoning requirement, it may or may
not be suitable for your use. The location of the test may or. may not be as shown
as'permansnt lot lines were not established at the time the test was conducted.'
N.
1 "=90'
BM.= top of 1" pvc pipe @ el. 100.00'
Alt. BK.= top of 1" pvc pipe @ el. 99.70'
{•b ! 17o
rA
y. -3
laoc�
5 •
fit aaa 35 - 7
N
e — /;'P
Oct -19 -99 08:57A P_02
utOSS SECTION AND SPECIFICATIONS
4 " CI VENT PIPE 12" MIN. .
> 25' FROM DOOK, WjxDOW O c,�+ E
FRESH AIA INTAKE WEATHER PROOF
JUNCTION e0X APPROVED
FINISHED GRADE 4" CZ RISER WITH CONDUIT MANHOLE l
6" MIN. W/ PADLO(
ABOVE G ADE WARNING i
18" IN. 6" MAX. HI?
INLET
WATER TIGHT SEALS
GAS-
4 TIGHT,
Cr PIPE BAFFLE -.J A SEAL , ,
3' ONTO - APPROVED
SOLID B JOINTS W/
0I L ... ' ON PIPE 39 0
PUMP OFF ELLV . C SOLID SO!
D OFF ++ RISER
PERMITTED
IF TANK
3" APPROVED BEDDING UNDER TANK MANUFACTU!
HAS APPRO'
SPECIFICATIONS CONCRETE PAD
DOSE
TANK MANUFACTURER: -
NUMBER DOSES PER DAY:
'TANK S 2 Z� ; SEPTIC
GAL. DOSE V01uME INCLUDING
DOSE GAL.
ALARM MANUFACTURER _ FLOWBACK:
�- � GAL.
MODEL NUMBER,
CAPACITIES A
SWITCH TYpF ��-,� INCHES
PUMP MANUFACTURER: B : �� INCHES
MODEL NUMBER: e
SWITCH TYPE: /- C = _Y_ INCHES = ��
HFOUIRED DISCHARGE RATE D INCHES " �
GPM PUHP E
VERTICAL DIFFERENCE BETWEEN PUMP ALARM WIRING AS PER I LHR
+ MINIMUM NETWORK SUPPLY PRFSSU E OFF AND DISTRIBUTION PIPE 16' 23
FEET FORCEMAIN X �, FT /100 • F - - ' FEET
RICTIO FACTOR-. FEET
INTERNAL DIKENSI'ONS OF PUMP TANK: T DYMA�yIC HEA FEET
L
FNGTH FEET
_` : WIDTNI pIAMEZ•ER
ID DEPTIf
IGNCD:
LICENSE HUPISER :
n • w.w .
Oct -19 -99 08:57A P.01
Goulds
Submersible
Effluent Pump
EPO4
3 871 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: Thermo las-
components. P
Homes Available for automatiC and tic cover with integral handle
• Farms Motor: and float switch attachment
• EPO4 Sin mama! operation. Automatic points.
• Heavy duty sump Single phase: 0.4 HP, models include Mechanical
• Water transfer 115 , 230 V, v to 15 it Float Switch assembled and ■ Power Cable: Severe duty
• Dewatering RPM, built in overload with
automatic reset. preset at the factory. raced oil and water resistant.
SPECIFICATIONS • EP05 Single phase: 0.5 HP, ■ 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.
'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: u to 24 feet. with three p rong mechanical seal protection. Q Cansd w Shndards Aso6ahm
p p g grounding
• Discharge size: 1 /2' NPT, plug. Optional 20 foot m EPOS Impeller: Thermo- (GSA listed mode! numbers
• Mechanical seal: carbon- length, 16/3 SJTW with plastic enclosed design for
rotary/ceramic-stationary, three improved performance. in o AC'.)
prong o grounding
BUNA -N elastomers. (standard on EP05). g plug g end listed
r ° ■ Casing and Base: Rugged
• Temperature: thermoplastic provides
1041
c desi n
P 9 P
(400C) continuous sup erior strength an d
14
P °
g
D F (60 "C) intermittent. corrosion resistance.
• Fasteners: 300 series METERS FEET
stainless steel. 10
• Capable of running
dry without damage to a 30
components. — sG
Pump: EP05 a 25Fr
• Solids handling capability: c 25 /
maximum. W 7
• Capacities: up to 60 GPM. _
• Total heads: up to 31 feet. 11 e �0
•Discharge size: 1 %z" NPT. s 5
• Mechanical seal: carbon -
rotary/ceramic - stationary, 15
4
BUNA -N elastomers. '� 1 EP05
• Temperature: *' 3 10
104 °F (40 °C) continuous
140 °F (60 °C) intermittent. 2 EPO4
5
0 00 10 20 1 30 40 5o GPM
0 2 4 6
e 10
12 morn
1995 GOu105 Pumps CAPACrTY
l
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