HomeMy WebLinkAbout032-2107-10-000 a
Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County
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)]. 353164
Permit Holder's Name: ❑ City ❑ Village aTown of: State Plan ID No.:
Ed ett Eric I Town of Somerset
CST BM Elev.: Insp. BM Elev.: BM Description: Parcel Tax No.:
/ , la f, G Z /t 032 - 2107 -10 -000
TANK INFORMATION ELEVATION DATA
TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV.
Septic �r f S Benchmark ,3
Dosing 11066 Alt. BM
ation Bldg. Sewer
ng t Ht Inlet
TANK SETBACK INFORMATION a/ Ht Outlet
TANK TO P / L WELL BLDG. ye9erYto ROAD Dt Inlet ,r
Septic `� ��' ( 3� ' NA Dt Bottom 1 T 16 , 3
Dosing :E NA Header / Man.
e
on A Dist. Pipe c -may
olding Bot. System ��. z - r b 09-
PUMP/ SIPHON INFORMATION Final Grade
IV' La i ; r
Manufacturer Demand St cover /0 -
Model Number GPM
TDH Lift d> Friction System TDH Ft
Forcemain Length Dia. Fi Dist. To Well
SOIL ABSORPTION SYSTEM 1,4
BED / TV14CM Width Length / No. Of Trenches PIT No. Of Pits Inside Dia. Liquid Depth
DIMEN 2 -'--, DIMEN IONS
SETBACK SYSTEM TO P/L BLDG WELL LAKE /STREAM LEACHING Manufa�urer`
INFORMATION Type Of > ,V , Z� � AMBE M el Number.
System:
DISTRIBUTION SYSTEM
Header/Manifold Distribution Pipe(s) x Hole Size x Hole Spacing Vent To Air Intake
Length Dia- 7 Length &,� Dia.
_A Spacing AI �Q
SOIL COVER x Pressure Systems Only xx Mound Or At -Grade Systems Only
Depth Over TBed th Over xx Depth Of xx Seeded/ Sodded xx Mulched
Bed /Trench Center /Tr ench Edges Topsoil ❑ Yes ❑ No ❑ Yes ❑ No
COMMENTS: (Include code discrepancies, persons present, etc.) Inspection #1: It /22/9' Inspection #2:
Location: 7 165th Avenue, New Richmond, W1 (NE1 /4, NEIA, Section 11 T30N -R19W) - 11.30.19.1005
ct9uC✓ t
wrl(
Plan revision required? ❑ Yes ❑ No
Use other side for additional information.
SBD 6710 (R.3/97) Date Inspector's Signature Cert. No.
ADDITIONAL COMMENTS AND SKETCH
SANITARY PERMIT NUMBER:
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1* Safety and Buildings Division
6 consin SANITARY PERMIT APPLICATION 2 1 Box Washington Avenue
In accord with ILHR 83.05, Wis. o e
Department of Commerce ` j A Madison, WI 53707 -7302
• Attach complete plans (to the county copy only) for the syst pe *ot less N nty
than 8 112 x 11 inches in size. 15EMYEF
• See reverse side for instructions for completing this apple, n Statg Sanitary Permit Number
,,, , , t � 3 573 1 G t/
Personal information you provide may be used for secondary purposes ; ° ❑ Ch k it revision to previous application
[Privacy Law, s. 15.04 (1) (m)]. ` ' 'r`' G�r'alx Statd Plan I.D. Number
I. APPLICATION INFORMATION -PLEASE PRINT AL
Property Owner Name Prope ocation
I ra , T 30 , N, R Iq E (or
Property Owner's Mailing Address t- umltlef- %; ,:' Block Number
& S
City, State Zip Code Phone Number Subdivision Name or CSM Number
M I )247- - s
II. TYPE OF BUILDING: (check one) ❑ State Owned ❑ Vil age g0MUES -r' Nearest Road
Public 1 or 2 Family Dwelling - No. of bedrooms n of 3P !SG sl"
111 BUILDING USE (If building type is public, check all that apply 54,w ft Parcel Tax Numb( )
om pla+�
1 ❑ Apartment/ Condo 03a - j 20 ao - /d0
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. &New 2 C] Replacement 3. ❑ Replacement of 4 E) Reconnection of 5. E] Repair of an
____ystem ________ System _____________ Tank Only______________ Existing System ________ Exlsting 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 1 ❑ Mound 30 ❑ Specify Type 41 ❑ Holding Tank
12 Seepage Trench 3 - 10 CAA 2 ❑ In- Ground Pressure + 42 ❑ Pit Privy
13 �] Seepage Pit 'T�a <3 3 fo 2 •_ 43 ❑ Vault Privy
14 ❑ System -In -Fill Y- 23Vo 5 t - 16 S1V6w1(Q6 5 A
VI. ABSORPTION SYSTEM INFORMATION:
1. Gallons Per Day 2. Absorp. Area 3. Absorp. Area 4. Loading Rate 5. Perc. Rate 6. Syste Elev. 7. Final Grade
Required (sq. ft.) Proposed (sq. ft.) (Gals/day /sq. ft.) (Min. /inch) /CD Elevation
ISO 0 1 3 - 1.5 � o 15 110, Feet -' Feet
act
VII. TANK Cap act gallons Total # of r Prefab. Site Fiber- Exper.
INFORMATION Gallons Tanks Manufacturers Name Concrete con Steel glass Plastic App
New Existing strutted
Tanksl Tanks
Ic an IL" ❑ ❑ ❑ ❑
Lift Pump Tank /Siphon Chamber El 11 ❑ 1:1 El 11
VIII. RESPONSIBILITY STATEMENT
I, the undersigned, assume responsibility for ins allation of the a sewage system shown on the attached plans.
Plumber's Name: (Print) Plu m s Sign ure: (No W MP /MPRSW No.: Business Phone Number:
Q � 3S 7 71 5 - ,(Z - (0947.5
Plumber's Address (Street, City, State, Zip Cod():
r�0 " 00
IX. COUNTY/ DEPARTMENT USE ONLY
❑ Disapproved Sanitary Permit Fee (Includes Groundwater ate ssue Iss nt Signature (No Stamps)
proved ❑ Owner Given Initial Surcharge Fee) !D iyl� �a
Adverse Determination
22 S ��
X. CONDITIONS OF APPROVAL / REASONS FOR DISAPPROVAL:
CRo --tTQ tQ .c 0 6&S Y ]k , `)LA-N — 1 - 6 13 E ZfV S ',A-,L- L_ 4 - PCh- A- ?kv L-NN
crYit (_ G Dta E-rT y S ;2Q5 f it S ( ✓3 L IE r"YL. PA Art ^IT_6N pv r-J�v O)F THs
SBD- 6398 (R.11197) DISTRIBUTI N: Original to County, One copy To: Safety & Buildings Division, Owner, P umber
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 pumped by a licensed pumper whenever
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 Buildings Division, 608 - 266 -3151.
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.
II. 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 81/2 x 11 inches must be submitted to the county. The plans must
include the following: A) plot plan, drawn to scale or with complete dimensions, 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; and F) all sizing information.
----------------------------------------------------------------------------------------------------
GROUNDWATER SURCHARGE
1983 Wisconsin Act 410 included the creation of surcharges (fees) for a number of regulated practices which can
effect groundwater.
The monies collected through these surcharges are used for monitoring groundwater contamination investigations
and establishment of standards.
Gerald Smith
WtN$A S11- T30N -R19W
town Of aaaerset
l0t411 -N. Bass Lake Estates
r
N
1 "=401
BM -= top of NW lot stake OP el. 100
Alt. BM.= top Of2" Pvc Pipe 0 el. 109.60'
l
4 ut tA) !
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Wisconsin Department of Industry SOIL AND SITE EVALUATION R E P O R Y Page 1 of 3
Labor and Human Relations
Division of Safety & Buildings in accord with ILHR 83.05, Wis. Adm. Code
COUNTY
AS " :omplete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include, but St. Croix
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 nearest road. C? 3 2 Zd � ^ ZL7
APPLICANT INFORMATION- PLEASE PRINT ALL INFORMATION REVIEWED BY DATE
,S
PROPERTY OWNER: PROPERTY LOCATION
Gerald J. Smith GOVT. LOT 1/4 1 /4,S 11 T 30 AR 19 f, (or) W
PROPERTY OWNER':S MAILING ADDRESS LOT # BLOCK # SUBD. NAME OR CSM #
1 na N. Bass Lake Estates
CITY, STATE ZIP CODE PHONE NUMBER []CITY []VILLAGE [MOWN NEAREST ROAD
E ( 61) 441-SRAS Somerset - �. 89th- St.
[x] New Construction Use [ Residential / Number of bedrooms 3 [ J Addition to existing building
j J Replacement [ ] Public or commercial describe
Code derived daily flow 450 g pd Recommended design loading rate .7 bed, gpd /ft trench, gpd /ft
Absorption area required 643 bed, ft 563 trench, ft Maximum design loading rate 7 _ bed, gpd /ft trench, gpd /ft
Recommended infiltration surface elevation(s) I'll ft (as referred to site plan benchmark)
Additional design/ site considerations alt site system el.= 110. & 108,00
Parent material outwash Flood plain elevation, if applicable i4 ft
S = Suitable for system CONVENTIONAL MOUND IN- GROUND PRESSURE I AT -GRADE SYSTEM IN FILL HOLDING TANK
U= Unsuitable fors stem 1 12 S O U E. S ❑ U [i O U [R ❑ U [ S❑ U EIS E7 U
SOIL DESCRIPTION REPORT
Depth Dominant Color Mottles Texture Structure Consistence Boundary oots GPD /ft
Boring # Horizon in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Y Bed lTirench
1 -
2 1 9-20 5 r4 4 none ls oscf ml aw 1
Ground 3 20 -8 4 7.5 r4 6 none Cos osa ml na na .7 .8
elev.
1 14.2 ft.
Depth to
limiting
factor
+84
Remarks:
Boring #
1 1 0 - 8 10yr3/3 none sil 2esbk mfr CS 2f - 5 .6
>`'......... = 2 8 -18 7.5 r4 4 none sil 2csbk mfr CfW if .5 � .6
Ground 3 18 -84 7.5 r4 6 none ms OSQ ml r .7 .8
elev. 1
1 n ��
Depth to Cri } +
limiting
factor
+
Remarks:
Z 014 NOO
CST Name: -- Please Print Gary L. Steel Phone: 715- 246 -6200
Address: 1554 200th. Av a&w Rich on WI 54017
Signature: �, I __ Date: 4 -16 -97 CST Number: m02298
PROPERTY OWNER Gerald J. Smith SOIL DESCRIPTION REPORT Page of I
PARCELLD,#
Zc �za
Depth Dominant Color Mottles Texture Structure Consistence Roots GPD/
Boring # Horizon in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. Bed Tnench
3 1 0- 1 Qyr3 /3 none s 1 2m.-,hk mf r r- R 2 f .5 .6
2 8 -20 10 r4 4 none sici lcsbk mfr crw if .2 .3
Ground 3 1 20-30 7.5 r4 4 none
elev.
11 3.85 ft. 4 130-a-4-
Depth to
limiting
factor qy b
+84
Remarks:
Boring #
1 0 -8 10 r3/3 none sl lcsbk mfr cs 2f .4 .5
2 8 -27 1
Ground 3 27 -33 7.5 r4 4 none sl lcsbk mvfr if .4 .5
elev. 4 33-82 7
1 11. Qt.
Depth to
limiting
factor
+1921
Remarks:
Boring #
1 0 -7 10 r3 3 none s1 2msbk mfr
QW
2f .5 .6
5 2 7 -21 7.5 r4 4 none scl lcsbk mfr qw if .2 .3
Ground 3 21 -82 7.5 r4 6 none cos 0SQ ml na na .7 .8
elev.
11 ft.
Depth to
limiting
factor
+82"
Remarks:
Boring #
Ground
elev.
ft.
Depth to
limiting
factor
Remarks:
SBD- 8330(8.05/92)
STEEL'S SOIL SERVICE
Gary L. Steel Gerald Smith 1554 200th Ave.
CSTM2298 NE4NE4 S11 T30N - R19W New Richmond, WI 54017
MPRSW 3254 town of somerset (715) 246 -6200
lot #11 -N. Bass Lake Estates
fi
N
1 =40'
BM.= top of NW lot stake C el. 100'
Alt. BM.= top of2" pvc pipe C el. 109.60'
I �
30 a ��
12 ��
�Q
Gary L. Steel
4 -16 -97
ST CROIX COUNTY
SEPTIC TANK MAINTENANCE AGREEMENT
AND
OWNERSHIP CERTIFICATION FORM
Mai ng Acd 'v ;s
Prol -t ty A l -c,, , ss - 7 8
(Veriftc ttion required from Planning Department for new construction)
City State se r� ,'� t .7 i Parcel Identification Number n3a
LEt A D IE; ;;� +I : RIPTIOI 4
Prol arty Loc,:t. ion 06 ' / <, ' /,, Sec. T 3D N -R a _W, Town of �
Sub ivisiov /4,. hA- l - L Aeg Lot # I
Ceir Wed 'Eia r, , i e Map #. Volume , Page
Wra ranty r) i!! ; d # . Volume Page #
Spe house f ,yes W nc Lot lines identifiable K yes ❑ no
S ' [. . I !;'1q,I , I T FNAl W
Impi •u ::i ruse and mia: atenanceof your septic system could result in its prcmature failure to handle wastes. Roper m + itenance
cons st;s of pt :nz. i,: i i.g out the s.-pt-.c tank every three years or sooner, if needed by a licensed pumper. What you pat into systern
can; ect the f tci ;lion of the septic tank as a treatment stage in the waste disposal system.
The fw ii,: tsrty owner tgrees to submit to St. Croix Zoning Department a certification form, signed by the owne ' ; nd by a
mast . r plumb : ; _ , uneyman p lumber, restrictedplumber or a licensed pumper verifying that (1) the on -site wastewatercCispe : :!i t system
is in rcoper o 1% 1 , . ng eonditic n and/or (2) after inspection and pumping (if necessary), the septic tank is less than 113 full ; f sludge.
Fwe the und` r;ii: ned have rc; A the above requirements and agree to maintain the private sewage disposal system with tI... s :andards
set :f ,di, here:rt ., t: set by the Department of Commerce and the Department of Natural Resources, State of Wisconsin. G fication
stab ;that you: !ptic systeir has been maintained must be completed and returned to the St. Croix County Zoning Off cr itbin 30
days A' the d ( rear expimt on te.
'i SIG ATURL 0 AP ICAI rF DATE
OV VEBj j': i; TIFICA7'ION
I (w )) s: ttify that al' statements on this form are true to the best of my (our) knowledge. I (we) am (are) the r: , , ter(s) of
the I operty :le :;i; 7bed above, by virtue of a warranty deed recorded in Register of Deeds Office.
SICs' ATURI? �' i AP ICAIIT DATE
* * *' `* Any ir.6: imation tha is mis- representedmay result in the sanitary permit being revoked by the Zoning D;partm«
i
* d warranty deed from the Register of Deeds office
I cl.ude v .it I� :iais applies lion: a stamps rranty g
a copy of the certified survey map if reference is made in the warranty deed
57 7 G. WARRANTY DEED
'1R
F
Document Number
T. CRC'X
APR z 1 1998
Return Address KRISTINA OGLAND 9:30 A 4l
Zilz, Estreen & Ogland
P.O. Box 359
Hudson, WI 54016
Parcel I.D. Number: 032- 2107 -10
A
F L
Forest Oaks Condos, Inc., conveys and warrants to Eric A, Edgett and Sarah J. Edgett, husband and
wife, as survivorship marital property, the following described real estate in St. Croix County, State of
Wisconsin:
Lot 1 1, North Bass Lake Estates.
This is not homestead property. !1
Exception to warranties: Easements, restrictions and rights -of -way of record, if any.
Dated this / y` day of April, 1998.
TR NSFER
Forest Oaks Condos, Inc. / o
i FE
By
'f
Gerat , President
\, Y
AUTHENTICATION
lgnature(+,Forest Oaks Condos, Inc., by Gerald J.
Smith, " r6idetit,, authenticated this _� day of *`, J! `rril, 19p8. ;,..
` O+y
1(.>`'istin� Ogfi�rtd. f
tl'1 L 4E ` STATE BAR OF WISCONSIN '
y.
THIS INSTRUM`,- NT WAS DRAFTED BY:
Attorney Kristina Ogland
Hudson, WI 54016
`Ta
Standard Erosion Control Plan
for 1 & 2 Family Dwelling Construction Sites
Acoorfitt toiapters LL.iR ?A 2£ :oi the Wtscottsin Uniform 1�weUtng Code, a soil troston �eontrol plan
needs to be submitted and 'approved prior to 1 he issuance of budding permits for 1 & 2 family dwelling units in
thds$ jtinsdictions where the soil erosiop:control pcovutons of the tnifotm DweUuig Code are Cnforeed. Ibis
°Standard I✓rosion Control Plan is provided to assist in meeting th>s requirement
Building inscctocs haveuthonty io request erosion +vpntro: measures not speaficaliy required by Code molten
such measures are deemed �tecessary to meet the Code's overall perfdrntance standard of keeping soil on site.
imp s 99ffff acres, oropment that disturbs t i tion site r
App licant : e- LC -r - r l Z = `� 4' 1
wrr rzt i
Name Day time telephone number
Street address! city, zip code
Landowner. S d M4 id s A-r?,o Uc5
Name Daytime telephone number
Street address, city, zip code
Location of the building site (complete as appropriate):
N quarter of Section . Town N., Range E.
1'et i Block
55
Tj4 R
Street address
Sr `"
<2
Instructions: �V
1. Complete this plan by filling in requested information, marking appropriate boxes, and cQinpleting the site diagram.
2. In completing the site diagram, give consideration to potential erosion that may occur be[&Z - iunng, and after grading.
Water runoff atterns can change significant as a site is resh
P g g Y P
3. Chapters ILHR 20 & 21 of the Wisconsin Uniform Dwelling Code, the DNR Wisconsin Construction Site Best Management
Handbook, and UW - Extension publication Erosion Control for Home Builders can be referred to for assistance in
completing this plan. The Wisconsin Uniform Dwelling CAAc and the Wisconsin Construction Site Best Management
Handbook are available through State of Wisconsin Document Sales, 608/266 -3358. Erosion Control for Home Builders
(GW0001) can be ordered through Cooperative Extension Publications, 608/262 -3346.
4. Submit this plan at the time of building permit application.
Q'eclt appropriate bows below, and complete the site diagram with nec ssacy information:
s
CPol �o� Site Characteristics
W North arrow, scale, and site boundary. Indicate and name adjacent streets or roadways.
❑ Location of existing drainageways, streams, rivers, takes, wetlands or wells.
❑ Location of storm sewer inlets.
0 The gradient and direction of slopes before grading operations.
G-'� The gradient and direction of slopes after final grading operations.
E Location of eadsting and proposed buildings and paved areas.
19�' ❑ Overland runoff (sheet flow) coming onto the site from adjacent areas.
Erosion Control Practices
tid ❑ Location of temporary soil storage piles.
Note: Although not specifically required by Code, it is recommended that soil storage piles be placed
behind a sediment fence or more than 2S feet from any downslope road or drainageway.
Location of gravel access drive(s).
Note: Recommended gravel drive design is 2 to 3 inch aggregate stone laid at least 7 feet wide and 6
inches thick Drives should extend from the roadway SO feet or to the house foundation (which
ever is less).
[g ❑ Location of sediment fences (filter fabric fence, straw bale fence) or vegetative strips that will prevent eroded
/ soil from leaving the site.
❑ l9' Location of sediment barriers around on -site storm sewer inlets.
❑ Gr Location of diversions.
Note. Although not specifically required by Code, it is recommended that concentrated flow
(drainageways) be diverted (re- directed) around disturbed areas. Overland runoff (sheet flow)
/ from adjacent areas greater than 10,000 sq. ft. should also be diverted around disturbed areas.
tJ ❑ Location of practices that will be applied to control erosion on steep slopes (greater than 12% grade).
Note. Such practices include maintaining existing vegetation, placement of additional sediment fences,
/ diversions, and re- vegetation by sodding or by seeding with use of erosion control mats.
L3 ❑ Location of practices that will control erosion in areas of concentrated runoff' flow.
Note. Unstabilized drainageways, ditches, diversions, and inlets should be protected from erosion through
use of such practices as in- channel fabric or straw bale barriers, erosion control mats, staked sod,
and hock rip -rap. When used, a given in- channel barrier should not receive drainage from more
than two acres of unpaved area, or one acre of paved area. In- channel practices should not be
-/ installed in perennial streams.
13 LY Location of other planned practices not already noted.
Indicate management strategy by checking (.) the appropriate box:
p9
Management StratcO
❑ 0' Temporary stabilization of disturbed areas.
Note: Although not specifically required by Code, it is recommended that disturbed areas and soil piles left
inactive for extended periods of time be stabilized by seeding (between April 1st and September 15th), or
by other cover, such as tarping or mulching.
Er Permanent stabilization of site by re- vegetation or other means as soon as possible.
❑ 6' Use of downspout and/or sump pump outlet extensions.
Note: Although not specifically required by Code. it is recommended that flow from downspouts and sump
pump outlets be routed to stable areas such as established sod or pavement.
❑ a / Trapping sediment during dewatering operations.
Note: Although not specifically required by Code, it is recommended that sediment -laden discharge water from
pumping operations be ponded behind a sediment barrier until most of the sediment settles out.
G" Proper disposal of building material waste so that pollutants and debris are not carried off -site.
lY Maintenance of erosion control practices.
• Sediment will be removed from behind sediment fences and barriers before it reaches a depth
that is equal to half the barrier's height.
• Breaks and gaps in sediment fences and barriers will be repaired immediately. Decomposing
straw bales will be replaced (typical bale life is three months
P (tYP . )
• All sediment that moves off -site due to construction activity will be cleaned up before the end
of the same workday.
• All sediment that moves off -site due to storm events will be cleaned up before the end of the
next workday.
Y
4 Gravel access drives v Il be main tailed th—oughout construction.
All installed erosion control practices will be maintained until the disturbed areas they
protect are stabilized.
Agnement.
I hereby. certify that I understand the construction site erosion control provtstons of the Wisconsin Untforrt►
Dwelling Code, artd that'I accept responsibility'for carrying out the: above erosion. ; contro plan as approved. by
the code . nforcement au hority. >
ignature of applicant Date
A publication of the University of Wisconsin - Extension, Ron Struss, UWEX Water Quality Education Specialist (12192).
This publication may be freely duplicated Additional copies are available through the UWEX Environmental Resources Center,
216 Ag Hall, 1450 Linden Drive, Madison, M, 53706. 6081262 -3652
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