HomeMy WebLinkAbout030-2157-13-000
PRIVATE SEWAGE SYSTEM St. Croix
INSPECTION REPORT S'anIEWPC1 :N°'
GENERAL INFORMATION iAf IACH To PFR%1171 State. = an lo Na 600324
P: rsonal -1orr-s1 : n !cu pmvidc may ve u:<_d I t ..-:fv:p pa ;oacs [PnvaC, ..1 . Ell on "yin 1', 3056738
I'e--'n I tl:tlil:`• : 1'4 lrrn o l, i'n's^iV ;-arcel TaK N0.
Eric & Marv Nielsen TOWN OF SAINT JOSEPH 030-2157-13-000
. Ub1lla Insp. 91.1 t1~~ 9L1 cecipticn 5cc1io^'-,", Ron,, Mal Nc
M z 30.30.19.3156
TANK INFORMATION ELEVATION DATA t pp (rj
IYPS MANUI-AI;1t1RFR CAPid_2ITY ST.ATI-:N us -I -S L'-- V
:a (DIIII I ~ a=.I rn a" 1.ciu, 13 5 - le g-
q•q 113.0
neralion Ids. Sevror r' -
y a.
1 lc ldre{ - - - - St+lit lrlel
8 08.
TANK SETBACK INFORMATION it\ rlti 1-
v.w<IC: `r !I IaL uLU b-Elnlrte•c ROAD DtIQ
Septic t I D! 3n11arn
la. 3 ios.I
Do, re
-,cndenl~taP.
.L-1 110.32 ~1)
uld rP 3:,L'.;yzten
IL4. r 161. f
a glade a
PUMPISIPHON INFORMATION a 11~',~ ] ~K
ro,.nu'a.r..:-.n cen-ard -
o ~s Cent I t~.0
ID,- LIP. 8 F-irdi, - - 3ystc ll:^ T17H f(
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n,rcernalr Le'7GJ'~1 Ala ~ y n s: m Vucll ~I
SOIL ABSORPTION SYSTEM IL ir q-7- 4'k
REWWENCM Pair I p:: No Dt lr PIT 0IMF.N$lONS 11:
OIMFNSIONS l1
SETBACK SYST `:1 TU P4 AKi?SIF}5ALI IFACIIING rdan..'a+.
INFORMATION 1f..a• CIIAI,IBFR OR
~ oV CJI I Ot UNIT V d„I 4,,,,b-
DISTRIBUTION SYSTEM
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SOIL COVER ■ Pressure Systems Only zz Mound Or At-Grade Systems Only F77777- It
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COMMENTS: ;Include code dscrepenaes, persons present. e._., nsoccllon a,.. 3/G/// 7 Irspecacn x2:
Location: 1: SC'Ipl
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Industry Services Division
zC, 0 S ii 1400 F >.'dd511111Q1011 AVE l.uulan Pcrnnl Number flu be filled in he Co.)
i - P O Box 7162
PS _ Adadisd~t~o"JI 707c+71G?
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In;r cardat•.ce sills Will 3%,.2111:. l\,s \lall. l ode. ,u'ami.mau:d Ihi, Yntn to the ;gila.. -vf - unit 365(o7,39
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i> n par - Pn 11r t u in I > Intl n pernw Note Appli In+n 1..on, In1 I W .nrncJ 1'(,V. I S 'ue athmi1wj to
life Dcp ufnunl I S t vnl 1'r lu I ud le:r I I oan:I art, I.new.m > u 1•n.,c idc mar hr used 1, 1 omklaro I mlccl :1dJ: c,. id' fill 14cnl Owl ioolin, addres>I
pm a r, In a..cr nl.nt.. rolls the Ill ur I;ill _ I> I lI I.(m? lLtlr _ 1#
_L Apphcadoo Information Please Print ;\IIIn If Il inn 'R /7 Tfti
PIO1 Iu r)wnr, Naow Parcel a
I r Pulr Locnfion
prof m nwna s \l ulmp. Addle„ ^ . ~ I S is
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- i Icitclc ooU
11. 1\ lie of Building icheck ill that appl)•) I,+lb
~]v [',,I I°unlh Urr Ilul Nu L t olltednom* 2 Subdi%i I-m \ Ime
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[I I'nhlsui buvnclual-D: vt.nh> Ise ak a+1 Illoc:<a
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111. Tyre of Permit: IC'hec•k unl% one box on floc Complete line B ifapplicahle) _ ZOOA_.I ~
x Nrrl S. atem ❑ Kcpluccolem Sl,lellt ❑ I tcaC: cot I I -Ilk Lc,.l.ucmr I (Inh ❑ Olhcr modification to f-mslm Scolcm (c\plam7
It. ❑ PelmI I nerrA ❑ Lloot lies hlon If h owe A I ] 1 ^Imd l flume, In \m\ I.fit I'ICrious Pcrmn \urnhcr and Dax Mucd
I fea i xpirdl n I luint.-r ne u
_ IV 'I vpc of I'()\\ IS SvstenliCunllxrluui l)C%,iCe. (Check all that appIv Il
❑ Nun-Vra,r.niieJ In e l",160 ❑ I're,,urilcd In-Gluund ❑ aJc ❑ mounJ `-1 n1. of uitawc. Noll mound 2.1 in of suitable soil
n k IuIJi • 7an6 ❑ I thcr Di,pcaJ Comp mein icxplainl - ❑ i'rcne:unuul Uceicc ic\pluml fAA-
b. Uts nl r,:+l;.l-rcatment AaE I Infurrnallnn. r
D, n L ,.t+ ItpJi D I n Soil .xly ,cation / D'aperval .\ICa tic+:.rd iq; Dn serial Area I u po>cJ tsil ticeleof P.IOff I.,
1'1. Tank Info f' I•+Iah ie
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N'.. I:ni.. I ,,.hap Tanks » J iL
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ticPtl : I L IJhr~ Lank l' ❑ ❑ ❑
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I l RI spongib~lht\ Statemt nt %the undr ra ncd, a>sumc Inpnnslbddy.for installation of ill ~1 011 I S ahnen un the atlalhrd plans. -
Plum l N mu d'lurtr'1 I'lunilm SI lnymrc - NIP \1 RC Nu: h, f Itushla Phone Number
Pluulher uWr; ICIr I. i :n C I , /ip 1 ,101
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IX. C'oW?fc!+i• Cti 1\:{p{ approval
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DIVISION OF INDUSTRY SERVICES
3824 CREEKSIDE LN
HOLtv1EN VNI 64636 5466
Contact T^acugh Relay
•`p s http: idsps.wryov;progra•ns+ndustry-services
P S w:.,v v:isccns n gov
- Scott Walker, Governor
Laura Gutierrez, Secretary
Pebruarv 02. _013
C(1S'I ID No. 224263 .1 TTV POWT.S ImNr cctcr
KINI A OC'ONNELL 70NIAG OFFICE
KO CONS IRLICIJON SI ('ROIN('01INI)' SPIA
504 3 81) A V F F 1101 CARMICH AH RD
OSCEOLA Wl 54020-8173 111IDSON WI 5:016-7708
CONDITIONAL APPROVAL.
PLAN APPROVAL EXPIRES: 02:012020
SITE: Identification Numbers
Eric Nielsen Transaction II) No. 3056*138
1335 ;9TH St Site ID No. 841623'
Town of Saint losepl) Please rcter to bolh idenlilication numbers.
SI. Croix ('Dimly above, in all correspondence with the mwncy.
N1:1:'4. SF Ir':.53(1.'I 1ON, R19VV
FOR:
Dc,crilwon: Four Bedroom Mound SNstem'• Sloping site
Object Type: PO\4'TS Component ALmoal Re'volr-ted Ohiccl II) No.: 1745706
Mainlenance required; 6(-10 GPD Plow rate: 26 in Soil minin:un) depth to limiting factor from original Uade
Syslem(s): Mound Component Manual - Ver. 2.0. SLID -10691-P (\.01;01, R. 10A 1), Pressure Distribution
Component Manual - Ver. 2.0. SFID-10706-1) (\,01:01. R. 10!12): LRluenl Filter
The .uhmillal described ahovc has been reviewed for c'onforman'ce with applicable %k ioconsio Atlniinislralive Codes
and Wisconsin Statutes. The submittal has been CONIA IIONALLY APPROVED. This system is to be constructed
and located in accordance with the enclosed approved p1a:r, and with any component manualjs) referenced above.
I he owner, aN dCIIrtC(I in chapter 1(11.01(10). AA'ISCOIbhI Statutes. is responsible for compliance with all code CONDITI(
requirements.
APPRC
No person may engage in or work at plumbing. in the sure unless licensed to do so by the Department per s.145.0(DEPT OF SA.
Slats, PROFESSIONA
I'he t6!]Lwi::g conditions shall he nut during co:;Nimctioil or installation and prior to occupancy or use: DIJI„ION OF INDU;
Reminders
• A sanilarY permit ]))List be obtained from tae county where this project is located in accordance with the
requirements ol'Sec. 145.19, NNis. Struts.
• Inspection of the private seNaage sstem instillation is required. Arrangements for inspection shall be made with
the desismatcd county official in accordance with the provisions Ol'Scc. 145.20(2)(d), Wis. Stats.
• A state approved effluent filter is required!. Maintenance information must be given to the owner ofthe tank
c\plainirig dial periodic cleaning of the tiker is required.
• A coC of the approved plans. specifications and this letter shall be on-site during construction and open to
inspection by authorized representative. o'the Department. which nla} include local illSpectOrs.
Owner Responsibilities
• lie current ov:ncr, and each subsequenl owner, sh; ll receive a copy ofthis letter including instructions relating
to proper use and maintenance ol'thc system. OwnerN shall receive a copy ol'the appropriate operation and
: r..ri ^tena::cc maNftl an1F0r owner's manual f6r the PM I S descrihed in this approval.
• ]he owner ofa POW PS shall he responsible fix ensuring, Ihat the operation and maintenance ofihe POW I'S
occurs in accordance with this chapter and the approved management plan under.. tips 383.54(1),
• In the evcnl this soil absorption system or any of its component parts malfunctions so as to crealc a health
hazard. the property owner must follow the contingency plan as described in the approved plans.
• The owner is respnr»iblc fir submitting a maintenance verification report acceptable to the county for
maintenance tracking,. purposes. Report, shall he suhmiued ;:I interval, appropriate for the component(s) utilized
in file POW'IS.
In granting this approval file Divi>ion of Industry Service. reserves file rig=ht to require changes or additions should
conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this re%°iew
shall relieve the designer of the responsibility for designing a sate huildiiw, structure. or component.
Inquiries concerning this correspondence may he made to Inc at the telephone number listed hckm, or at the address
on this letterhead.
The above left addressee shall provide a cope ot'this letter and the N M I S management plan to the owner and any
others who are responsible lox dhc :rsa::ation. operation 01 nl2intenance of the PUW'I'S.
Sincero!v, Fee Required $ 250.00
I cc Received $ 250.00
Balance Due $ 0.00
Gerard M Swint
POWTS Plan Reviewer, Division of Industry Scry ice. WiSMART code: 7631
(608)75()--8<r. A9011 - Fri, 7:15 a.m. - 1:00 p.m.
jernswinnu ei.gi»cc: Fdwin A'I aylor. Waslewater Speciali.A. 1715) 6.11-.1 ]54, %lon-tri, 5:00 A.M. - 1::0 P.M.
MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN
f2eSldenUa1 Application
INDEX AND TITLE PAGE
Project Name: Nielsen
Owner's Name. Eric & Maria Nielsen
Owner's Address: 1346 218th AVF
New Richmond WI 54017
t egal Description- NE-SEisec30-T30N-R 19W
Township: St Joseph
County. Si Croix
Subdivision Name: Whisper Valley Estates `NALLY
If D
Lot Number 13 Rlock Number -Y AND
7'-RVICES
Parcel I.D. Number. 030-2157-13-000 «Y SERVICES
Plan Transaction No.;
Page 1 Index and title
Page 2 Data entry
Page 3 Mound drawings
Page 4 Lateral and dose tank
Page 5 System maintenance specifications
Page 6 Management and contingency plan
Page 7 Pump curve and specifications
Page 8 Plot Plan
Page 10 ATT soil evaluation
Designer. Kim A Oconnell License Number 224263
Date: 01/27/18 Phone Number. 715-381-7917
Signature , C l
Desiqned Pursuant to the
Mound Component Manual for POWTS Version 2.0 SBD-10691-P (N. 01/01, R. 11/12). and both
SSWMP Publication 9.6 Design of Pressure Distribution Networks for STSAS (01/81) and
Pressure Distribution Component Manual Ver. 2.0 SBD 10106 P (N. 01101, R. 10/12)
Version 7.0 (R. 11/12) Page 1 of 9
Mound and Pressure Distribution Component Design
Design Vklufksheet
Site Information
R o C} R Residential or Commercial Design Note Sand fin (D) calculations assume a
400.00 Estimated Wastewater Flow (gpd) Iable 383-44-3 in-situ soil treatment for
1.50 Peaking Factor (e.g. 1.5 = 150%) fecal coliform of 36 inches-
600.00 Design Flow (gpd)
2100 Site Slope
108.82 Contour Line Elevation (ft)
26.00 Depth to Limiting Factor (in)
0.50 In situ Soil Application Rate (gpd/ftz)
Distribution Cell Information
75.00 Dispersal Cell Length Along Contour (ft) = 8 00 Cell Width (ft)
1.00 Dispersal Cell Design Loading Rate (gpd/ft)
1 Influent Wastewater Quality (1 or 2) Are the laterals the highest point
in the distribution Y
Pressure Disribution Information network? Enter Y or N
C of FE Center or End Manifold
4-00 Lateral Spacing (ft) If N above, enter the elevation (ft)
2 Number of Laterals of the highest point.
0.125 Orifice Diameter (in)
2.50 i-san_ialed Orifice Spacing (ft) = 10.00 fe/onfice
2.00 Forcemain Diameter (in)
40.00 Forcemain Length (ft) Does the Forcemain drain back? Y
101.00 Pump Tank Elevation (ft) Enter Y or N
6.50 System Head (ft) x 1-3 6.52 Forcemain Drainback (gal)
8.49 Vertical Lift (ft) 67.32 5x Void Volume (gal)
0.54 Friction Loss (ft) 73.84 Minimum Dose Volume (gal)
0.00 In-line Fitter Loss (ft) 24.72 System Demand (gpm)
15.53 Total Dynamic Head (ft)
Lateral Diameter Selection Manifold Diameter Selection
_in_ d options choice in. dia. options choice
0.75 1.25 x
1.00 1,50 x x
1.25 x 2.00
1.50 x x 3.00
__2.00 x
3.00 x
Gallonslinch Calculator ioptional)
Treatment Tank Information 1200.001 Total Tank Capacity (gal)
1200.00 Septic Tank Capacity (gal) 36.00' Total Working Liquid Depth (in)
Wieser Manufacturer 33.33 gallin (enter result in cell B49)
Dose Tank Information Effluent Filter Information
800.00 Dose Tank Capacity (gal) Ploylock Filter Manufacturer
22.24 Dose Tank Volume (gal/in) PL 525 Filter Model Number
Weiser Manufactures
Project: Nielsen Page 2 of 9
Mound Plan and Cross Section Views
L J
1/10 B Observabon Pipe
K'.... ~----1-:i: i 1
o ~1 A
W
B
.
D .
L
Mound Component Dimensions
A 8.00 ft E 32.08 in H 1.00 tt K 10,64 ft
B 75.00 ft F 9.50 in 1 38.37 ft L 96.27 It
U 10.00 in G 0.50 ft J 317 ft W 5014 ft
600.00 (ft) Dispersal Cell Area 3477 82 (ft) Basal Area Available
8.00 (gpd/ft) Linear Loading Rate 7.50 (ft) 1/10 B Obs. Pipe Placement
Mound Cross Section View
Aggregate Dispersal Area
Finished Grade 111.45 (ft)
t ` 110,15 (ft) Lateral
F Dispersal Cell -
.
109.65 (ft) --r Invert
Dispersal Cell [3~ rx~11 t
Flevation D tJ
H4
108.82 (ft) Contour Elevation
23.0 % Site Slope
Geotextile Fabric Cover
Shading Key d n T Dispersal Cell See lateral details on
Topsoil Cap o Q. 1.5 ft Page 4 for number, size,
2❑ Subsoil Cap a C U and spacing of laterals.
AS )TM C33 Sand 16 H / v Laterals are equally
r- 1
Tilled Layer u 0 5 k Tvpical Lateral F spaced from the
f o distribution cell's
Q 0 Aggregate v o 15 centerline in the
A * distribution cell (AxB)
Project Nielsen Page 3 of 9
End Connection Lateral Layout Diagram
r.:Ur..alvo or uluan.nJ -
l r
r _
nn.ar<oio mc.amoc ai I. x •I r,.nr:n..n-a m~n.wc.....r n,_i.r.. aiT--
WicroL GP Table 384 30 S
f r..,.:..m.......n.._.,..........._...,. ...,......e..i.......y.. -
Number of Laterals 2 Orifice Diameter 0.125 in
Lateral Diameter 1.50 in Orifice Spacing (X) 2 53 ft
Lateral Length (P) 73.37 ft Orifices per Lateral 30
Lateral Spacing (S) _ 4.00 ft Orifice Density 10.00 ft2/orifice
Lateral Flow Rate 12.36 gpm Manifold Length 4 00 ft
System Flow Rate 24.72 gpm Manifold Diameter 1.50 in
Total Dynamic Head 15.53 ft Forcemain Velocity 2.52 ft/sec
Dose Tank Information Locking cover with warning
label and locking device and
111~~~0 sealed watertight
Electrical as per NEC 300 and -'i
SPS 316.300 WAC 4 in. min.
Disconned
- -
Tank component is properly vented E Alternate outlet
-
location
Forcemain diameter
Weiser Manufacturer 2 in
Capacityl 800A0 Gallons
Volume 22 24 qal/inch A
Weep hole or anti-
Dimension Inches Gallons B siphon device
A 22.65 503.76
B 2.00 4448 C _ Pump oft elevation (ft)
- C_ 3.32 13.84 101.67
D 8.00 177.92 D
Total 35.97 800,00
-Dose tank elevation (ft)
3" Bedding un er tank. 101.00
Alarm Manuafacturer RJS Rhombus Note- Switches
Alarm Model Number tank alert _ containing rnercury
may not be used in
Pump Manufacturer Goulds this syslern.
Pump Model Number PE 51
Pump Must Deliver 24.72 gpm at 15.53 ft TDH
Project Nielsen Page 4 of 9
Mound System Maintenance and Operation Specifications
Service Providers Name Kim Oconnell Phone 715 381-7917
POWTS Regulators Name ST Croix CTY Zoning Phone 715-386-4680
System Flow and Load Parameters
Design Flow - Peak 600 gpd Maximum Influent Particle Size 118 in
Estimated Flow - Average 400 gpd Maximum BOD5 220 mg/L
Septic Tank Capacity 1200 gal Maximum TSS 150 mg/L
Soil Absorption Component Size 600 fti Maximum FOG 30 mg/L
Type of Wastewater Domestic Maximum Fecal Coliform 10F4 cfu/100 ml
Service Frequency
Septic and Pump Tank Inspect and/or service once eve 3 ears
Effluent Filter Should inspect and clean at least once eve 3 ears
Pump and Controls Test once eve 3 ears
Alarm Should test month)
Pressure System Laterals should be flushed and pressure tested eve 1.5 ears
Mound Inspect for pending and seepage once every 3 years
Miscellaneous Construction and Materials Standards
1 Observation pipes are slotted and materials conform to Table SPS 384.30-1, have a watertight cap,
and are secured in as shown in the mound component manual.
2 Dispersal cell aggregate conforms to SPS 384.30 (6)(i), Wis. Adm. Code.
3, All gravity and pressure piping materials conform to the requirements in SPS 384, Wis. Adm. Code.
4. Tillage of the basal area is accomplished with a mold board or chisel plow -
5 The mound structure and other disturbed areas will be seeded and mulched to prevent soil erosion
and help reduce frost penetration.
Lateral Turn-up Detail
Finished
Grade yr
6-8" Diameter Lawn -~T_ - Threaded Cleanout
Sprinkler Valve Box Plug or Ball Valve
Distribution
_ Long Sweep 90 or Two
I I_ 45 Degree Bends Same
Diameter as Lateral
Project' Nielsen Page 5 of 9
Mound System Management Plan
Pursuant to SPS 383.54. Wis. Adm. Code
General
This system shall be operated in accordance with SIPS 382 84 Wis Adm. Code. and shall maintained in accordance with its' component
manuals (SBD-10691 P (N.01101, R. 11112), SSWMP Publication 9.6 (01/81), and Pressure Distribution Component Manual Ver. 2.0 SBD
107WP IN. 01101, H. 10i12)] and local or state rules pertaining to system maintenance and mainlenanc:e reporting.
No one should ever enter a septic or pump tank since dangerous gases may be present that could cause death.
Septic and pump tank abandonment shall be in accordance with SPS 383.33. Wis. Adm. Code when the tanks are no longer used as
POWTS components.
Septic or pump tank manhole risers, access risers and covers should be inspected for water tightness and soundness. Access openings
used for service and assessment shall be scaled watertight upon the completion of service. Any opening deemed unsound, defective. or
subject to failure must be replaced. Exposed access openings greater than 8-inches in diameter shall be secured by an effective locking
device to prevent accidental or unauthorized entry into a tank or component.
Septic Tank
The septic tank shall be maintained by an individual certified to service septic tanks under s. 281.48. Stats. The contents of the septic
tank shall be disposed of in accordance with NR 113, Wis. Adm. Code. The operating condition of the septic tank and outlet filter shall be
assessed at least once every 3 years by inspection.
The outlet filter shall be cleaned as necessary to ensure proper operation. The fitter cartridge should not be removed unless provisions
are made to retain solids in the tank that may slough off the filter when removed from its enclosure. If the filter is equipped with an alarm. the
fitter shall be serviced if the alarm is activated continuously. Intermittent filter alarms may indicate surge flows or an impending continuous
alarm
The septic tank shall have its contents removed when the volume of sludge and scum in the tank exceeds 113 the liquid volume of the
tank. If the contents of the tank are not removed at the time of a triennial assessment, maintenance personnel shall advise the owner of
when the next service needs to be performed to maintain less than maximum scum and sludge accumulation in the tank
The addition of biological or chemical additives to enhance septic tank performance is generally not required However, if such products
are used they shall be approved for septic tank use by the Department of Commerce
Pump Tank
The pump (dosing) tank shall be inspected at least once every 3 years. All switches. alarms, and pumps shall be tested to verify proper
operation. If an effluent filter is installed within the tank it shall be inspected and serviced as necessary
Mound and Pressure Distribution System
No trees or shrubs should be planted on the mound- Plantings may be. made around the mound's perimeter, and the mound shall be
seeded and mulched as necessary to prevent erosion and to provide some protection from frost penetration Traffic (other than for
vegetative maintenance) on the mound is not recommended since soil compaction may hinder aeration of the infiltrative surface within the
mound and snow compaction in the winter will promote frost penetration. Cold weather installations (Octobe(-February) dictate that the
mound be heavily mulched as protection from freezing.
Influent quality into the mound system may not exceed 220 mg/L BOD, 150 mg/L TSS, and 30 mg/L FOG for septic tank effluent or 30
mg/L BOD.. 30 mg/L TSS, 10 mg/t. FOG, and 10' efu/100 mL for highly treated effluent. Influent flow may not exceed maximum design flow
specified in the Permit for this installation.
The pressure distribution system is provided with a flushing point at the end of each lateral, and it is recommended that each lateral be
flushed of accumulated solids at least once every 18 months When a pressure test is performed it should be compared to the initial test
when the system was installed to determine if orifice clogging has occurred and if orifice defining is required to maintain equal distribution
within the dispersal cell.
Observation pipes within the dispersal cell shall be checked for effluent ponding Ponding levels shall be reported to the owner, and any
levels above 6 inches considered as an impending hydraulic failure requiring additional, more frequent monitoring.
Contingency Plan
If the septic tank or any of its components become defective the tank or component shall be repaired or replaced to keep the system in
proper operating condition.
If the dosing tank, pump, pump controls, alarm or related wiring becomes defective the defective component(s) shall be immediately
repaired or replaced with a component of the same or equal performance.
If the mound component fads to accept wastewater or begins to discharge wastewater to the ground surface, it will be repaired or
replaced in ids' present location by increasing basal area if loo leakage occurs or by removing biologically dogged absorption and dispersal
media, and related piping, and replacing said components as deemed necessary to bring the system into proper operating condition.
See Page 5 of this plan for the name and telephone number of your local POWTS regulator and service provider.
Pretreatment Units
The information and schedule of mananagement and maintenance for pretreatment devices such as aerobic treatment units or disinfection
units are attached as separate documents and are considered part of the overall management plan for this system.
20UU Submersible
PUMPS
Effluent Pump,
SPECIFICATIONS M TTflB FENT!!R~
* " ~3 > General: Corrosion resistant
Pump - General: Single phase construction.
° Discharge: 1%" NPf o ° 60 Hertz Cast iron body.
Temperature: 104°F (40 Q ° 115 volts r:' Thermoplastic impeller and
maximum, continuous when
fully submerged. ° BuNn thermal overload pnr cover.
° Solids handfinq: tection with automatic reset r3 Upper sleeve and lower
. ° Class B insulation. heavy duty ball bearing
maximum sphere
Automatic models include a • Oil-filled delign• construction-
•
float switch. ° High strength carbon steel E3 Motor is permanently
shaft. lubricated for extended
APPLICATIONS
• Manual models available. service life.
Specially designed for the . Pumping range: see PE31 Motor.
following uses: ~ Powered for continuous
"performance chart or curve- ° 33 HP, 3000 RPM operation.
• Mound Systems PE31 Pump: • 1 LO Maximum amps r . All ratings are within the
° FffluentlDosing Systems . Maximum capacity: 50 6PM ° Shaded pole design working limits of the motor.
• Low Pressure Pipe Systems • Maximum head: 25' TDH PF41 Motor ri Quidc disconnect power
• Basement Draining PF41 Pump. - AO HP, 3400 RPM cord, 20' standard length
• Heavy Duty Sump(
head: capacity: 24' 60 TDH GPM • 7.5 Maximum amps heavy duty 1613 SITW with
Dewatenng • PSC design NEMA S-1 5P, three prong,
Maximum Maximum
•
PE51 Pump: PE51 Motor. 115 volt grounding plug.
• Maximum capacity: 70 GPM ° .50 HP, 3400 RPM r.! Complete unit is heavy duty,
• Maximum head: 37' TDH • 93 Maximum amps portable and compact.
° PSC design e1 Mechanical seal is carbon,
ceramic, BUNA and stainless
MctERS FEET
40 Stee.
PE$1 - ore 33. . 00sn r Stainless steel fasteners.
35 - - t•
~ Z . - AGENCY LISTINGS
1 D z GRV
30, PE41- T- 1 Fr
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Tested to UL 178 and
a z0 : - - - - r - cSA 22.21o8 standards
o : - O t.... - i By camatfmh standards association
J 1 i File #U138549
N - Goulds t'renPs is IS0980i 1e¢steled
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o s 0 1S m3m Goulds Pumps
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VATfSTOCK BUILDERS s;ff,'• _
LOT 13 NHISPER VALLEY
row u' sr. + s:. a x c W.
HOUSE STAKEOUT PLAN du!L canltmp'Awocibln so lad %rm* -
ST. CROIX COUNTY
SL TIC TAB K vLAR Iv_4Ai CE AGREEMENT
AND
OWNTRSHIP CERTIFICATION FORM
Ownersaver I r G f i/i =i C / C is
2 ~ -+c Address ~y
Proms Addmss
D7erificazon regabmd from Pla mmg & Zoning Deparment for new )
City/Stag Panel Identification Nt.tmber
LEGAL, DESCRIPTION
propr ty Location _ _ t/< ; : •i_ Y/ ; Sec. T N R~ _W, Town o_ r
Subdivision Plat Lot #
Certified Survey Map # Volume. Page #
Warranty Deed r (before 2W7)Volame . Page #
Spec house= yesV no Lot lines identifiable ~ yes 0 no
SYSTEM N ALNT&NANCE AND OWNTR CERTIFICATION
improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper
maintmance consists of pumping out the septic tank every three years or sooner, if needed, by a licensed pumper. Wbat you put into
~2ie system can affect the function of the septic tank as a teatment stage in the waste disposal system. Owner mamrtenance
ruponsibilities are soecffied in §SPS. 383 d2(l) and in Chapter 12 - 5t Croix County Sanitary ordinance.
The property owner agrees to submir to Sr Croix County PlmmutQ & Zoning Department a c a>75cation form. Sided by the
owner and by a master plumber; journeyman plumber, restricted phrmber or a licensed pumper vying that (I) the on-site
wastewater disposal system is in proper operating condition andlor (2) after inspection and pumping (if necessary), the septic tank is
less than 113 full of slmd;e.
:/we, the undersigned have read the above requirements and agree to tmainta.¢ um private sewage disposal system with the
standards set meth, berms as set by me Department of Safi y And Professzonal Services and the Department ofNatras! Re30131ccs,
State of a'tacansm. Certification Stagg that yew septic system has been ma untamed must be completed and returned to the St. Croix
Coumy Plaguing & Zoning Department within W days of the 4irw yearexpkaaion date.
liwe certify that all state nenv on 96 form are true to the best of my/our knowledge. ewe am/are the owner(s) of the
property descn'bed above; by t irmee a a deed reocTtled in Reesrer of Deeds Office.
'Number of bedrooms L
4
SIGNAT RE OF APP,.ICANtT(S) DATE
A-ay information that is misrepresented may result in the saitazy permit being revoked by the PlMling & Zoning Department.
include wits this application a recorded wturanty deed from the Register of Deeds Office and a copy of the certified survey map if
reference is made in the warranty deed
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Scon /lf SO EVALUATION REPORT
Department of Co erce in a rdance with Comm 85, Wis. Adm. Code Page 1 of 4
Division of Safety an Buildir& Schmitt Soil Testing, Inc.
Attach complete site plan n pawn inches in size. Plan must St. Croix
include, but not limited to: e reference point (BM), direction and
percent slope, scale or di arrow, and location and distance to nearest road. Parcel I.D.
Please print all infonnation. Lot 13 W.V.E.
Re ' Da
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). / 1 9
Za/
Property Owner Property Location
Loegering, Keith & Kirsten Govt. Lot NE1/4, SE1/4, S30, T30N, R19W
Property Owner's Mailing Address Lot ;V Block It Subd. Name or CSM#
P.O. Box 2143 13 Whisper Valley Estates
City State Zip Code Phone Number City ❑ Village Z Town Nearest Road
El Granada CA 94018 650-678-4823 St.Joseph 39Th St.
X New Construction Use: Z Residential / Number of bedrooms 3 Code derived design flow rate 450;4R&-A- GPD
❑ Replacement ❑ Public or commercial -Describe: (/GY /•w-,d F -614 ~579-b
Parent material Glacial Till (Santiago Series) X` 7 ood p~ la n elevat~ , i applicable na ft.
General comments
and recommendations: Area is suitable for a mound system. System elevation is 109.66' based off contour line established at
108.82'. Slope of area is 23%. Depth to limiting factor is 26".
F 1-1 Boring # Boring
Pit Ground surface elev. 109.32 ft. Depth to limiting factor 33 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consisten Boundary Roots GPD/ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 'Eff#2
1 0-6 10yr3/3 none Ifs lfsbk mvfr cs 2m,2f .5 1.0
2 6-11 10yr3/4 none Ifs imsbk mfr gw ivf .5 1.0
3 11-33 10yr5/3 none fsl 2msbk mfr cs lvf .4 .8
4 33-39 5yr4/4 cld 10yr6/8 scI lmsbk mfr
10yr6/2 gw 2 3
5 39-72 5yr4/4 m2d 10yr6/8 scl Om mfi 0.0 0.0
10yr6/1
Boring # El Boring
Pit Ground surface elev. 109.32 ft. Depth to limiting factor 26 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •EfW2
1 0-9 10yr3/3 none Ifs lfsbk mvfr cs 2m,2f .5 1.0
2 9-26 10yr5/4 none Ifs Osg ml cs 1vf .5 1.0
3 26-40 5yr4/4 1 cl0 yr6/2 r6/2 6 scl imsbk mf 9w 1vf .2 .3
4 40-68 7.5yr5/4 m2d Oyr6/6 sicl imsbk mfr 2 3
10yr6/2
" Effluent #1 = BOD 5> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BODS < 30 mg/L and TSS < 30 mg/L
CST Name (Please Print) Signature: CST Number
Thomas J. Schmitt i/'4 227429
Address Schmitt Soil Testing, Inc. Date Evaluation Conducted Telephone Number
1595 72nd Street New Richmond, WI 54017 11/23/2011 715-247-2941
SBD-8330 (1t.07/00)
Page 3 of 4
Conducted by: Conducted For:
Schmitt Soil Testing, Inc. Name: Keith & Kirsten Loegering
Thomas J. Schmitt, CST 227429 Address: P.O. Boa 2143
1595 72nd St. City, State, Zip: El Granada, CA 94018
New Richmond, WI 54017
Phone: -1978 Subdivision: Whisper Valley Estates
sigr~ue Lot No.13
Date °j/
Legal Description: NE1/4 SE1/4 S30 T30N R19W
■ Backhoe Pit Township, County: St. Joseph, St. Croix County
A Bench Mark 1 El. 100.00' Top of 1" pvc pipe
li3ench Mark 2 El. 108.60' Top of 2" pvc pipe
Slope= 23% Contour Line El. 108.82 Contour Line Length 75'
1"=40'
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This Soil & Site Evaluation Report was completed to fulfill a St. Croix County Zoning requirem J
he evaluation was
completed may or may not be suitable for your use and a new area may have to be
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ELEVATION
,iNG OPENING - THE LOWEST ~:I~ f / 111 rig _ _
DOW OR DOOR ELEVATION. ~1-,, µ 15.7 i
ILDING PAD f Y" : ` ?W \ - . y
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TICAL