HomeMy WebLinkAbout026-1126-21-000
;.v_prs n Deoxv-ent of Conllnerx PRIVATE SEWAGE SYSTEM .aunty SL CFOIX
Safety and Bjilcing U , ,am'1
INSPECTION REPORT sa aary Pelrrir. no
GENERAL INFORMATION ATTACH TO PERMIT) 607021
jl~,I~ jn sl.aePlaolDNa
Ver,o"3i nfo: ^1a11pr you prwice 11,11 el` Usld br 11Wvcary pJrpnsF, Ip'ri Wy LJw s.'G C4 I IIln11l
per-if Holenrs Va^'c C,ty V Ilagc Tuwnsrip payee fax N0.
Michael and Linda Sager TOWN OF RICHMOND 026-1126-21-000
CS- 961 F ee o»p a%i Ele: Bill Descr plicr Sec9ontTOi rrRangeRvtap Ni
t w 1~ q 12.30.18.782
TANK INFORMATION ELEVATION DATA
TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV.
Sep: c
)C)~~U.RL. Benchma•k
E-<> f Dosing .6 Alt. Btvl
Ok I (~~L (cT~.l3
Aera:io:I % B -a. Sewor
r 101./~Y
Holding St. H: Inlet
- 2-5q qg-> 6, 2
TANK SETBACK INFORMATION StlMtO cl
`f
0
%
TANK TO PrL VJN.L BLDG. ven; ti;v Intake ROAD Ct In et
_
Septic 7 / / ^ 1 r -~j DI -Baltorn.
-3 7
Dosing _ I Ieader;N•lan
Aeration Dist Ppe
Holdiro Bot System p
Final Gra e
PUMPISIPHON INFORMATION
q 1
blanufacl~rer Demand St cove!
c Wr, y,, tb leis.!
Model Number
r7 (a. •
iDH Lift coon I.os - - System Ilead TDI I Ft - -
Forcemsm I Length Dia. Dis-. !o v7r7r - - - - _
SOIL ABSORPTION SYSTEM
BEDEN
TRENC
SION S 1/ t^i~tllh i l m ,.np t Nc C:1 Nem3 a PIT DIMENSIONS Nu 0-P Is Ins de D a. Liq.rin :)epnt,'
DIMENSION / j
SETBACK SYSTEM TO PrL BLDG WELL IAKErSTREAP.1 LEACHING I'li%eicl_Ie~
INFORMATION _ CHAMBER OR
Yp' O`Sy5'e^'
ti , ' n f / UNIT 1,1ucel N-Mber
DISTRIBUTION SYSTEM L_ZLd r
NeadeN6'ari(mtl DiSV nlll'Op +Frpsizv %Hple. $p3nin] terl lo,*w I,e
cis'
I ergth 7 -i Dia11, 0 he Cn9 Spacing
SOIL COVER it Pressure Systems Only xx Mound Or At-Grade Systems Only
Depth Cvar Ueprr Ovel yx Depth of .x Sceded'Soddec xx ldl.lchetl
RedrTrenc- Cerler i 1 ReU'Trench `cages _ lrpcprl Yes _ J Nn, - Yes F No
1 %
COMMENTS: ;Include code discrepencies persons presert w_: Inspection 41 IrsoeCion #2:
Location: 163C :HATERS EDGE OR C(np-(.,.} ~ C
k3:
1.j Ail BM Descriction =
2.) Bldg sewer length
- amount of cover =
f?tC~u~1 1
Plan revision Re uiredl Yes - No
Use other s.ae for addilional rformation. 7 / \ / •F i' j !I L~i Iul -J✓~~-'
Dal ~V / IrxP.octors S9nalur
Cc•t NJ
S9D-e. l'J iR 3 rs%i
~ _ c cl
7F Safety and Buildings Division Co mry
I 201 W. Washington Ave., ROASOx 7162 54: CTo P M
• Madison, WI 5370 -71 i ~ ►S•.nmy PtrmiNmb.(m be 61kd .
o.by C)
Sanitary-PeMit AVP]i (v67 bZ (
in secordence with SPS 383.21(2), Wis. Adm- C ode, submessi State Team on N~~r
sac
is mquened poor 4 obnum mg • sanno Permit- 1.'04: A w of this form to the aPPmpru 11
the Depamn.ut of Safety and Profcesional s pplicafion fomss for saw-owuupd PGW te ttov..meataI unit
s m accordance a n ies. Peesonal iotoemsien you provide reta are ss tlod to Pm*t Add m, with the I• Ilcadonlnformadon lti~ Law s. 15. I m Sots.
y be tsved Jul- s«oaduy '7p~ (if tha. funding acidness)
YepP'cTtY Owncr'e -Name tdat All lnformanon /t, 30 (f v 1 -6c ,O
Michael and Linda Sager P.mtlx_
Ptop.ty Owner's Mailing Acidness + ! 26 ^ 00 0
1317 Blue Jay Place
Y1Opamy
t-ocauw \ ; ' Ci . I X.~
City. State
New Richmond, VVI zip code Phone Numb. Govt It 21
II. TYPt of B.Uding (check all that apply) - 54017 - SE R, IJVI! S. swum
1 or 2 Family Dwelling -Number of 3 Ole a.o Lot M T 30 Ni R to (CQCk ox
Emw
_ 21 Subdivision New
DPabadCommerciel Describe Use_---- p10.,.S p Water's Edge
❑ state Owned - Ugmbe Use _ CSM Numb, ❑ City of--
❑ vii
-
Lge of
Ill. TyQe Check d W 5 6d Tow. of RmtMd
( only one boa oa line A. Complete line B H
U New System ❑ Replacemept System ❑ Trea applicable)
o.rnVHoldmg Tank Replacemeat Ordy ❑
tide. Modihattoo W EaisU.g System ("Plain)
B' ❑ P..eit Renewal
❑ Permit Revision
Before Espi eim ❑ "lose of Plumb. ❑ Peremt Tsamf. to New Lm Pmvkus Pemeit Numbs
m9 ( ' Own. end Dope Issued
® Nw- Com QbT*viee: Check aU that 1
Pressueizod In-Ospmd Peesv,aizcy In{rro ~
❑ Holding an mM D Al Gn h: ❑ Mound a 24 i.. ofsui ablesoil
Other Dapsal Compooem (explain) ❑ Mound n 24 in. of
V. Dis naV1' suitable sal
reafinent Area Iaformadonv' ❑ Preaatme.t Devtce (explain)
NeSegn Flow (Wed) 5 sign Soil Applic
'i5 a~ WdsO Uiapersal Are•R
0 (.e °itp~.lAea
VI. Tank Info 40 O Ympooed ( SYnem Elevation
Capacity in Total
New TaN;s Galin. G•Ilacs Ueeies Ma.u6ctum G t ' So
F.sisriag Tlnks ✓ ` 9 g
Selxic a< Holding Tank Poly Lode 525
loon
UoeWechamber 1000 1 Wieser
xx
Vu. Rerponsfbm
t)' Statement- t, Ue ""WP
lumber's Name (RinO ralgtatd, ass•me rnpo.siblhly for laetalla
PM1~b.-9 Situ tk. of fhe PO Wi g abown oa tht attached
Countryside P $ f{ 7 = MP/MPRSN pWn
Plumb.'s Address (Strati j:: ity. State, 7.ip Code) / - umhtt Business plum, Numb.
321 Wisconsin Drive, New Richmond WI 54017 664713 T,sa4s2aeu
VIII. Coon /De armaeat Uae Only
APPmved ❑ D
Perron Fee Dow Issued
O Grveil*-on fur S lcsuio gem Sigmnne
IX. ContH [)sisal 5 ~ ~f Z - / /
1. S ~ IB@easo.s for Disapproval I^/~...
trp1. tack, eltlLSI I n 1 ltio.
u°Sp21• b~ C441 ual all be Ir
+s Par Twr 3yemen Pi s r- ,r::-e1 I a. P~'0-st-wcc
2. Ag allttraryt no 'u, I vi"nLe. sea lA.Q.~ fie,
per n'4utw on's m n t w ~.rL a c : ~s.- (~CfL+~~•- C 2y U.`
p'PFdonWe cerq; :rA,-n.rxf. tr-~ `I o
Atbch to "nopk4 ppp for N<eysem nd nh t to the Co sty enty oe
pa►er a a ley Hu s in a l t bNes is eke r.le~
S13D-6398 (R. I I!11)
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CONVENTIONAL COMPONENT DESIGN
Residential Application
INDEX AND TITLE PAGE
Project Name: Michael and Linda Sager
Owners Name. Michael and Linda Sager
Owner's Address: 1317 Blue Jay Place
New Richmond W154017
Legal Description: SE 1/4, NW 1/4, S12T30N, RI 8W
Township: Richmond
i County: St Croix
Subdivision Name: Water's Edge
Lot Number. 21
Parcel ID Number. 023-1126-21-000
Page 1 Index and title
Page 2 Plot Plan
Page 3 System Sizing 8 Cross-Section
Page 4 _ Filter Specs
Page 5 Maintenance information
Page 6 _ Management Plan
i Page 7 St. Croix Cry Septic Tank Maintenance Form
Page 8 Warranty Deed
Page 9 CSM or Plat
Attachments: Soil Test 8 House Plans
Designer/Plumber. Countryside Plbg, Htg License Number. 664713
Date: 02/06/2019 Phone Number (715) 246-2660
Signature
i v
Designed pursuant to the in-Ground Soil Absorption component Menual for Powrs version 2.0 SBD-10705-P (N.01101)
Page 1
1
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- - ~~nack IOO.ea' - - AH. Be^chMe~x
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(~~~a 0 D Bn~~' Y
10` FZ ASS
i~+o krc~GlusA~ 90~
p Ba:~3
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SOIL ABSORPTION SYSTEM DETAIL / GRAVELLESS LEACHING UNIT Paao_ol
Project Name: Michael and Linda Sager
ON
No. of Cells per Cell
e Cell Width Total No of
ft Cell Length sq fl EISA Per Cell
n Cell Spacing aq ft Total EISA
Yanufacwnr ModN u In Len M ELBA Rating
nManafor Ez12o3H.sa s.a zs.o
EZ1203KI 10.0 50.0
Gravelless Leaching Unit Manufacturer:
Gravelless Leaching Unit Model:
Finished Grade 100 ,5ft I ld I i~ i
Typical Cross Section R C~
~ 9 I
Observation PiPe with
approved cap or vent
W In Soil Backfill
`Geotextile Fabric
O ~fl
12 in InflitrativeSurface
_Zfl Limiting Factor
2L in Slotted and Anchored Vow
_ Observation Pipe with Cap
Plumber/Designer Signature: Countryside Plumbing and Heating
Lkense s: 664713 Data: 03/06/2019
I
pI)l~'~gKlac
""arto yt Zaber PL-525 Effluent Filter
&WMlwMO hodun, Cl~OPWAklrr„
PL-525 Filter
The PL-525 Filter is rated for 10,000 GPD (gallons per day) making it one of the largest filters in its class. It has
525 linear feet of 1/16" filtration slots. Like the Polylok PL-122, the Polylok PL-525 has an automatic shut-off ball
installed with every filter. When the filter is removed for cleaning, the ball will float up and temporarily shut off
the system so the effluent won't leave the tank.
Features: 1/16" Filtration Slots
• Rated for 10,000 GPD (gallons per day). - alarm Switch
525 linear feet of 1/16" filtration. IO,~Q GPD (optional)
• Accepts 4" and 6" SCHD 40 pipe. Accepts 1" PVC
Built in gas deflector. Fxtens Handle
• Automatic shut-off ball when filter is removed.
• Alarm accessibility. - Rated for
• Accepts PVC extension handle. 10000 GPD
PL-525 Installation:
Ideal for residential and commercial waste flows up to s23 Linear Ft
10,000 gallons per day (GPD). 41/16"
1. Locate the outlet of the septic tank. ltration sots
2. Remove the tank cover and pump tank if necessary.
3. Glue the filter housing to the 4" or 6" outlet If Accepts 4" &
pipe. SCHD 40 pip,
the filter is not centered under the access opening use a
Polylok Extend & Lok or piece of pipe to center filter.
4. Insert the P1,525 filter into its housing.
5. Replace and secure the septic tank cover. ® certified to
NSFiAN51 Standard 46
PI -525 Maintenance:
7 he PL-525 Effluent Filters will operate efficiently for e
several years under normal conditions before requiring•
cleaning. It is recommended that the filter be cleaned mc' t"
1
every time the tank is pumped, or at least every three
years. If the installed filter contains an optional alarm, 14 r y~ s
the owner will be notified by an alarm when the filter
needs servicing. Servicing should be done by a certified Lr Gas Deflector
septic tank pumper or installer.
Automatic
1. Locate the outlet of the septic tank. Shut-off Ball
2. Remove tank cover and pump lank if necessary.
3. Do not use plumbing when filter is removed.
4. Pull PL-525 cartridge out of the housing.
5. Hose off filter over the septic tank. Make sure all i
solids fall back into septic tank. '
6. Insert the filter cartridge back into the housing making
sure the filter is properly aligned and completely inserted. (Outdoor SmartFiller'J:' Ala,-m Extend & Lok-.-
Polylok, TJbd & Best filters accept Easily installs
7. Replace and secure septic tank cover. the SmartFilterb switch and alarm into existing tanks.
Polylok, Inc. 3 Fairfield Blvd. Wallingford, Cr 06492 Toll Free: 877.765.9565 Fax: 203.284.8514 www•.polylok.com
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POWTS OWNER'S MANUAL & MANAGEMENT PLAN Papa I of I
FILE INFORMATION SYSTEM SPECIFICATIONS
Owner
Permit 8 rEffluent Tank Capacity poi al ❑ NA
Tank Manufacturer w ❑ NA
DESIGN PARAMETERS Filter Manufacturer a r.t r, ❑ NA
Number of Bedrooms ❑ NA t Filter Model ❑ NA
Number of Public Facility Units ❑ NA Tank Capacity al -C NA
Estimated flow (average) Q al/d Pump Tank Manufacturer NA
Design flow (peak), (Estimated z 1.51 P aUd Pump Manufacturer btNA
Soil Application Rate
Standard Influertt/Effluent Quality Monthly average' nent Unit
al/tl /ft'L~, odel JS NA I
)ZI NA
Fats, Oil & Grease (FOG) S30 mg /L /Gravel Filter ❑ Peat Filter
Biochemical Oxygen Demand IBODe) 6220 mg/L NA anical Aeration ❑ Wetland
Total Suspended Solids (TSS) 5150 mg/L fection y
❑ other:
Pretreated Effluent Quality Monthly average l Cell(s) ❑ NA
Biochemical Oxygen Demand (BODs) S30 mg/L un d (gravity) ❑ In-Ground (pressurized)
Total Suspended Solids (TSSI 530 mg/L )I NA ace ❑ Mund
Fecal Coliform Igeometric mean) 510` ciW100m1 na ❑ Other,
Maximum Effluent Particle Size Ys in dis. A NA 0 NA
Other.
A NA ❑ Nq 'Values typical for domestic wastewater and septic tank eHkreri. ❑ NA E.
MAINTENANCE SCHEDULE
Service Event Service Frequenq,
Inspect condition of tankis) At least once every: 3 ❑ month(s) 3 years) 0 NA
Pump out contents of tank(s) When combined sludge and scum equals ono-third IYsI of tank volume ❑ NA
Inspect dispersal collie) At least once every: 3 .El monthlsl (Maximum 3 years) 11 NA f
ear(s) month(s) ❑ NA i'.
Clean effluent fitter At least once every: ❑
year(c)
Inspect pump, pump controls & elertn At lees[ once every: Y oantlmisl
Flush laterals and pressure test At least once every: ❑ monthlsl
❑ earls) 44NA
Other. ❑ monthls)
At least once every: ❑ year(s) 1T!'Nq
Other:
NA
MAINTENANCE INSTRUCTIONS -
Inspections of tanks and dispersal calls shall be made by an individual carrying one of the following licenses or certifications:
Master Plumber; Master Plumber Restricted Sewer; POWTS Inspector, POINTS 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 call(s) shall be visually inspected to check the effluent levels in the observation pipes and to check for any pondemg
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.
START UP AND OPERATION pow - of Z/
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 cellist. If high concentrations we detected have the contents
of the tank(s) removed by a septage servicing operator prior to use.
Syutam start up shall not occur when soft 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 cellist in one large dose, overloading the cellist and may result in the backup or surface discharge of
affluent. 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 calls. 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 abeam may improve the performance and prolong the Trfe of the
POWTS: antibiotics; baby wipes; cigarette butts; condoms; cotton swabs; degreasers; dental floss; diapers; disinfectams; fat,
foundation drain (sump pump) water; fruit_ and vegetable peelings; gasoline; grease; herbicides; meet 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 utilised 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 end proposed structure, lot fines and walls. Failure to protect the replacement area will
result in the need for a new soil and she evaluation to establish a suitable replacement area. Replacement systems must
comply with the rules in affect at that time.
❑ A suitable replacement area is not available due to setback and/or sod limitations. Barring advances in POWTS
technology a holding tank may be installed as a last resort to replace the felled POWTS.
The sit^ hoe not bee evaluated to
. aloha ' o ing `enk
e al 01-/l$rra~ riMA-1 rao" RUC7lpn1
❑ Mound and at-grade soil absorption systems may be reconstructed in place following removal of the biomat et 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 MALNTAINER
Name Countide Plumbing & Heatin Name Paul Koehler
ho
Fry,
ne _ _ Phone 715-246-2660
SEPTAGE SERVICING OPERATOR (PUMPER) LOCAL REGULATORY AUTHORITY
Name Darrels Septic Services Name ST. C ((t
Phone 715-426-1025
Phone CIS- 31i'Co- !o a
This document was drafted ir. compliance with chapter Comr. 83.22(2)(b)(11(d)&(q and 83.5401, (2) & (3), waconsin Admnistrstive Code.
ST. CROIX COUNTY
SEPTIC. TANK MAINTENANCE AGREEMENT
AND
OWNERSHIP CERTIFICATION FORM
Owner/Buyer Michael G and Linda J Sager
MailjngAddre 1317 Blue Jay Place - New Richmond, WI 54017
Property Addre 1630 Waters Edge Drive
(Verification required from Planning & Zoning Department fo construction)
Cityqstate New Richmond, WI Parcel Identification Number 026-1126-21-000
LEGAL DESCRIPPION
Property Location _ V4, t/. , Sec. 12,T30 N R 18 W, Town of Richmond
subdivisionPlacWaters Edge Lot#21
Certified Survey Map # Vohunc , Page #
WarrantyDeed # I CK-e Clij 7 -7 (before 2007)Volume , Page #
Spec house 11yes@so Lot lines identifiable 0yesOno
SYSTEM MAINTENANCE AND OWNER CERTIFICATION
Improper use and maintenance of your septic system could result in its premature fisilure to handle wastes. Proper
maintenance consists of pumping out the septic tack every three years or sooner, ifawded, 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 Owner maintenance
responsibilities are specified in §SPS. 383.52(1) and in Chapter 12 - St. Croix County Sanitary Ordinance.
The property owner agrees to submit to St. Croix County Planning & Zoning Department a certification font, signed by the
owner and by a mute plumber, joumeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on-site
wastewater disposal system is in proper operating condition stWor (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 Safety And Professional Services and the Department of Natural Resources,
State of Wisconsin Certification stating then your septic system has been maintained most be completed and returned to the St. Croix
County Planning & Zoning Department within 30 days of the three year expiration date.
I/we certify that all statements on this form are true to the best of my/oat knowledge. Uwe am/ua the owner(s) of the
property described above, by virtue of a warranty deed recorded in Register of Deeds Office.
Number ofbedrooms3 /
~,,r p q t / 1 24 19
/~f.~L./tA~'rC. ✓t ~ , / , ,1~~~~L J
SIGNATURE A LICANT(S) llATE
'"Any information that is misrepresented may result in the sanitary permit being revoked by the Planning & Zoning Department. •r•
Include 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. 04112)
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Wisconsin oeparmrentof Industry. SOIL AND SITE EVALUATION REPORT Page 1 of 3
tytx•' and Human Relations
Divil Vatety s Buildings in accord with ILHR 83.05; Wis. Adm- Code
.y CQ.JNrY
Attach complete site plan on paper riot less than 8 1,2 x 11 inches in size, mu*wkIJoe, but - St. Croix
REEL D. ir
not limited to vertical and horizontal reference point (8101), direction and _g.t lope, scale or U26
dimensioned north arrow, and location arid distance to nearest road _I 4\ 1 'r g 112 -
}`l1" GPat WED Dv WE
APPLICANT INFORMATION-PLEASE PRINT ALL INFORMATION 5cloGF,c~ pp J
j gXl0.,~ FEg._09 1
FROPERTV OWNER'fjGA~RTV
Derrick Const., Inc. SON(=0' - r/ Ny=' vas 12 30 N.R 18io; w
ROPERTv OWNER' S MAIL NG ADDRESS LO`x ,8_QCK N SJ5D NAY[ OR OSY a r~Q S
1
"0.5 Ilwy,_ 06.5 21 60 61(7,
C Iv, ,'i'A"I ZIP GONE a-IONE ^.JlalliL9 F]G i'V F]'J'.L_A3c [ff oYV P, YEAR=S EoA
Richmond 141 qf~
New Cons!ructon Use be ] Residential' Number of beds s 4 ( I Addition to existing building
Replacement Public or commercial describe_
Code derived daily flow- 60d gpd RecOT icr,ced desion loading rate •5 bed, gpd?tt2 •6 trench, gI
Absorption area required 1200 bed, ft2 1000 trench, f12 Maximum design loading rate • 5 bed, gp02 •6 trench, 91
Recommended infiltration surface elevatiorn;s) 96.50 It ias referred to site plan benchmark)
Additional design: site considerations - - nas
Parent material outwash over drift Flood plain elevation if applicable _ na If
S Suitable for system I N:'EN'ChdAL 1rc(NJ INGROI,NDI RESSUnrE ATGRACE SYSTFY N Fr__ ~D_DING TANK
- Unsuitable fors stem S❑ U LXS U U K IS ❑ U I&) S❑ U Cl S® U ❑ S Gr_1 U
Zuoo
SOIL DESCRIPTION REPORT CeAA pv, Clio,
Depth Dorr nant Color Mottles Structure Ci ltt
Boring # Horizon in. Munsell OU.SZ.ConCColor 1Pytl e I Sz. Sh. Canslstence ROOTS Red 'Trench
1 1 0-11 10 r 3/3 none 1 _ 2msbk mfr cs If _5 ,.6
2 11-19 10 r 4/4 none 'girl 2m-bk
mfr gw if .4 , .5
Ground 3 19-27 7. Fi r fr gw if .4 I .5
-elev.
lUU.Sft q .27-77, 7.5yr 4/6 none ms osg ml -
-Depth to
limiting 5 I none sl I 2msbk mfr na -.5 ..6 S
~
factor
I ,f 46 .so
Remarks:
Bcr ng q _
1 0-8 10 r 3/3 _ -none mfr gw 2f .5 , .6 5
2 2 8-20 10yr 4/4 none sic) 2msbk mfr gw if .4 .5
3 20-82 7.5 r 4/6 none Is -_osg ml
Ground 'a na 7 ! 8
- -
, 5 6
100.0 tt. -4 2-92 5yr 4/4 none sl 2m bk- - S
Depth to - -
limiting ~Z
factor - -
+92..
Remarks:
CS'I' Name:--Please Print Garv L. Steel Phone: 715 246 6200
Address: 1554 200th. Ave--. New Ric mood, 'I 54017
Sr,.n.at,ir:: r):nr CST Nuri nd02298
1 C, 6-15-2000
PROPERTYOWNER Derrick Const. Inc. _SOIL DESCRIPTION REPORT Page 2 of 3
PARCEL ID. #--pending If
Boring Horizon Depth Dominant Color Mottles Texture Structure Consistence BancBry Roots GPD;ft
#
in. Munsell Ou.Sz.ConLColor Gr Sz. Sin, Bed 'Trendy
3, 1 - _0-11- 10yr 3/3 none 1 _ 2msbk _ .5 1.6
2 11-22 10 r 4/4 none sick 2msbk mfr yw if .4 .5 I
Ground 3 22-80 7.5yr 4 none -_S1/ms 2msbk mvfr yw na
elev. . - - - -
100.2 g 4 80-86, 5vr 4/4 one -2msbk_ .5 '_.6__ 'S
,epth t0
factor
+86 ' - -
Remarks
Bor •ig # _
1 ,0-10 10vr 3/3 none 1 _ CS 2F__ .5 .6
4 2 10-22 10yr 4/4 none sick 2msbk - mfr yw if .4 .5
Ground 3 22-32 7.5yr 4/4 - non s 1 osy mvfr na if .4 ..5
9c er., 4 32-82 7.5yr 414 _none _ ms osy mvfr , na na .7 , it .8
5 82-90 Syr 4/4 none S1 2msbk mvfr I,na na .5 .6 S
Dc-,M to int Iigg
laelor - _ -
r90"
Remarks: -
Boring #
1 0-10 10yr 3/3 none 1 2msbk Mfr cs 2f .5 .6 _ •5
5 2 10-22 10yr 4/4 none sick 2msbk mfr w_ if _4__ .5
Ground 3 22-84 7.5 r 4/4 none is/s 2msbk I mvfr n na .5 - .6
elev.
100.5 ft - -
Depth to
Miring
+84"
Remarks: -
Boring #
Ground _
elev.
It. -
Depth to - - - -
imiting
factor -
Remarks: _
SBD-A330r,R M92)
I! PPMERiYOWNER Derrick Const. Inr SOIL DESCRIPTION REPORT Page2_ef 3
PARCEL LD.>l
Boring 8 Horizon Depth Dominant Color Mottles Texture Structure Roots GPD/ft
in. Munsell Qu. Sz.Cord. Color Gr. Sz. Sh. Bed rriench
3
2 11-22 10 r 4/4 none sicl 2msbk mfr 91fl y
Ground 22-80 7.5yr 4/4 _~q 5
10x2 n, 8 - S
Dep
th to
Imi"
kw t
+861,
Remarks:
Boring 8 -
1 0-10 JQyr 3/3 --=M -2matk- Mfr 2f - F, i-6 A
ti
4 2 10-22 10 r 4/4 none sicl 2msbk mfr _ if 9 `:.5
Gmwid 3 22-3 7.5 r 4/4 Woe- Acl Myfr -IL- .4 ~,5 d
99 8 4 32-82 r 4
h.
J24- .7 A
Depth b 5 82-90 5 r 4/4 none al 2msbk mvfr na na .5 i .6
smiling
tailor
+90^ n
Remarks:
Boring ii
's
1 0-10 10yr 3/3 nme
5 2 10-22 10 r 4/4 none sicl 2msbk mfr crw if .4 i.5
gGrourq 3 22-8 7.5yr 4/4
100 5 r
f4
Depth to
imi6ng -
facar
+84
Remarks:
Boring N
113
Ground
tL
i Depth ID
limiting
i
Remarks:
SBD-e330(R.05)e2)
STEEL'S SOIL SERVICE,
Garr L. Sn,(,! Derrick Construction, Inc. 1554 200th Ave.
CSTM2298 SE Nti S12-T30N-RIBW New Richmond, WI 54017
MPRSW-3254 tome of Richmond (715) 246-6200
lot #21=Rrushy Mound Lake
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
40top of 1" pvc p ipe ~ el. 100.00' h J
[It. 81~ top of 1" pvc pipe 0 co. 99~'
I I
I I
i 5-7`
,
I ,,n
t
- - 32'
I
7C i
ITS
I
Gary L. Steel
6-15-2000
3. U b x 88544 Sl I .
T 8-.4 995.2 2.03 ACRES
993.7
1863 SQ__FT. x LOT_ 25 B-2 Q 999.,
33 ACRES - t 4 $-3 B-1
?5 YEAR H .W. 1 83930 SQ. FT. O
/ Y93 ACRES
4
993.7 B - B-5*
\ zJ1 LIMITS OFYDRAIN E EASEMENT
B r4 • B-5 /
Eani X 0 /
994.1 • B-3
27 LOT 22---- -2 94.5 O
SQ.FT. 87293 SQ.FT. B-1 2.00 ACRES 2
kCRES B-20 4%
B-40 Q B-1 X nx
B-3 997.5 f
B-2O BV B-5 • /
LOT 28------ B.3
84924 SQ.FT.
1.95 ACRES LOT 20
B-1
85765 SQ.FT.
1.97 ACRES B-5 ( a
B-1 LOT 21 X
I~ X 999.2 B-2 • 80020 SQ.FT.
\ / B-3 X 998.6 1.84 ACRES 1
B-4 ox 1
Qi B-5 ' J X981
12r U asement
tlity E
-TOW
N ROAD---- y
PROPOSED _ _ o0
X X E
\ - 999.5 -
NOTE: The Parcel(S) Shown or this rnap is/are subject to State, Coi.nly and
Townsnip laws, rules and regulations ( i.e. wetlands, minimum lot size, access
parcel, etc.). Before purchasing or developing any parcel, contact the St.
Croix County Zoning Office and the appropriate Town f3oord for advice.
CONTOURS ARE SHOWN AT 2 FOOT INTERVALS.
ELEVATIONS ARE BASED ON AN ASSUMED DATUM. Building
HIGH WATER ELEVATION FOR PONDS ARE CALCULATED FOR A 25 YEAR STORM EVENT. (100fron
(75' from
DRAINAGE EASEMENT RESTRICTIONS:
NO GRADING OR CONSTRUCTION WITHIN DRAINAGE EASEMENTS.
I hereby certify that this map was prepared by me or under my my PRELIMINAR'
te and correct to the best or
e direct supervision, that it is ru
tW knowledge and that I am a duly Registered Land Surveyor under
L 1 the love of the State of wleconsir. = 7 CONCEPT rE