HomeMy WebLinkAbout026-1130-39-000 Wiscon 4' i Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Cr oix
Safety'�rnd Building Division
• INSPECTION REPORT Sanitary Permit No:
(ATTACH TO PERMIT) 453094 0
GENERAL INFORMATION State Plan ID No:
Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)).
Permit Holder's Name: City Village X Township Parcel Tax No:
Oakwood Land Develo ment Richmond Township 026- 1130 -39 -000
CST BM Elev: Insp. SM Elev: T Description: _ Section/Town /Range /Map No:
25.30.18.899
TANK INFORMATION ELEVATION DATA
TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV.
Septic / 1 � / Benchmark / AO /pa
Dosing .{, _ Alt. BM
aM t Del (ty ? Zo /63.7
Aeration � Bldg. Sewer
Holding St/Ht Inlet
TANK SETBACK INFORMATION St/Ht Outlet
TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet
Septic -In / � (� j ��, J t Bottom
Dosing ' >t Header /Man. 'I db
Aeration Dist. Pipe
Lo /OCJ(p
Holding Bot. System Cl
Final Grade
PUMP /SIPHON INFORMATION ISM �j � �� • �� �1�
Manufacturer Demand t Cover ca 1
v l S `T
GPM Q ;� . vs 7 v•
Model Number 3 4 r 5
TDH Li 1 4 Friction Lo System Head r T D H ` Zel
Forcemain Len( Dia. i1 Dist. to Well N A
SOIL ABSORPTION SYSTEM 7, - 7 4
BEDITRENCH Width Lengt No. Of Tre es PIT DI EqA NSIONS No. Of Pits Insi Dia. Liqui epth
DIMENSIONS
SETBACK SYSTEM TO P/L JBLDG IWELL LAKE /STREAM LEACHING Manufacturer:
INFORMATION CHAMBER OR
Type Of S em: / i UNIT
br} 3o Model Number:
DISTRIBUTION SYSTEM
Header /Manifold 11 J lDistribution Hole x
I Size t 1 Hole Spacing / Vent to it Intake
Pipe(s (�� `
Length Dia Lengt [,C�I{ Dia i Spacing bJe
SOIL COVER x Pressure Systems Only xx Mound Or At - Grade Systems Only
Depth Over Depth Over xx Depth of TXx ee7—yes Sded /So xx Mulched
Bed/Trench Center Bed/Trench Edges Topsoil (`,
No Yes No
COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: / )� / O� �� Inspection #2:
Location: 1409 136th A '9 e 4 New Richmon 54017 (SW 1/4 NW 114 25 T30N R18W) Red Pin orner Lot 39 Parcel No: 25.30.18.899
1.) Alt BM Description = �� L`� G cova �. �'`'� ' t - 1
2.) Bldg sewer length 4 053
- amount of cover = C 16
� --
Plan revision Required? Yes ' No 5 (A, J "7
Use other side for additional information. "
SBD - 6710 (R.3/97) Date Insepct Signat Cert . No.
f
r •
1
1
qo >
Safety and Buildings Division County n
201 W. Washington Ave., P.O. Box 7162 c e
` Madison, Wl 53707-7162 Sanitary Permit N (to be filled in by Co.)
ent of Commerce
,S���S�,� (608) 266 - 3151 � (/
De artm
Sanitary Permit App r Sttaatee Phan/ I.D. Number
In accord with Comm 83.21, Wis. Aden Code, personaRi�er(�r�vi +E' D / 8-Z6 may be used for secondary purposes Pri vacy L4(I m) Project Address (if different than mailing
address)
1. Application Information - Please Print All Information
y Owner's Name Parcel # Lot # Block #
02(o - 39 -ct�IO Ca�3
I / Property Owner's Mailing Address Property Location
City, State / �• e Zip Code Phone Number V 46d `ll.+ Section
J 3 Z 7/SJ .3 ,P/ - 9d�96 ircle one)
111,. Type Building (check all that apply) T N; R Bas_W
Ly'1 or 2 Family Dwelling -Number of Bedrooms Z/ Subdivision Name 09M- Number
❑ Publi /Comrivercial - Describe Use M A^ r e r
❑State Owned- Describe Use d /C-V o Y1 ❑City ^ ❑Villagewnship of
111. Type of Permit: (Check only one box online A. Complete line B if applicable)
A. e9 eo New System ❑ Replacement System g p y g y
❑ Treatment/Holding Tank Replacement Only El Modification to Existing System
B. 11 Permit Renewal ❑Permit Revision ❑Change of ❑Permit Transfer to New
List Previous Permit Number and Date Issued
Before Expiration Plumber Owner
IV. Type of POWTS System: Check all that appl
❑ Non - Pressurized In- Ground WMound > 24 in. of suitable soil ❑ Mound < 24 in. of suitable soil ❑ At -Grade ❑ Single Pass Sand Filter ❑
Constructed Wetland ❑ Pressurized in-Ground ❑ Holding Tank ❑ Peat Filter ❑ Aerobic Treatment Unit ❑ Recirculating Sand Filter ❑
Recirculating Synthetic Media Filter ❑ Leaching Chamber ❑ Drip Line ❑ Gravel -less Pipe ❑ Other (explain)
V. Dis rsal/TreatmentArea Information: aX
Design Flow (gpd) Design Soil Application Rate(gpdsf) Dispersal Area Required Dispersal Area Propose (sf) System Elevation
d. 0. f/0 io,ts ?m. C -37 660 s4 &6o s.� -
VI. Tank ufo Capacity in Total Number Wanufacturer Prefab Site Steel Fiber Plastic
Gallons Gallons of Units Concrete Constructed Glass
New Existing
Tanks Tanks IN _ 0O
Septic or Holding Tank /f__
Aerobic Treatment Unit ayl l�Y�%�
L' os+. bin aJf<iiGr -�
Dosing Chamber
VII. Responsibility Statement - 1, the undersigned, assume responsibility for Installation of the POWTS shown on the attached plans.
Plumber's Name (Print) Plum s Sigrat MP/IN1zIi$ Number Business Phone Number
oe
( 7,5 7 71 .5 6, ?Y- 5744
Plumber's Address (S City, State, Zi e)
D. 0263 e. ar_1!/i4 &J/ SS�02rf'
Vlll oun /De artment Use Onl
Approved ❑ Disapproved Sanitary Permit Fee (includes Groundwater Date/issued 1 uing Agent igrat ( S s)
Surcharge Fee) �r 00 y / O 1 /
El Owner Given Reason for Denial
,�75 ✓ Io T
I.XXonditirlits of Approval/fleasons for Wsappfroyal
l ySTEM OVdNER:
ep Ic ank, effluen filter
dispersal cell must all be serviced / maintained t t
VIA-
as per management plan provided by plumber.
z All setback requirements must be maintained_
as per applicable code /ordinances,
ttaeh complete plans Ito the County onlyT only -f the system on paper not lea than 81/2 x I I inches in size
SBD -6398 (R. 01/03)
A 6. Top oFlo� s�c. ■ So; /eva /uat�.'a -�
LOCa"L
sta,et
�i
O �icloex4lp.� d ��a:ur�c -vf•
iC of 39 Q W A j C?orr►c
n
Top o /of.
Scar ✓tY S-Ewcc. A �0�.��
Propo,t,� �t,ou..id a �9.4�X:�1F•tf � /3G�
Cal
3y f
V \ orl A,ces SpacLd a.6 •t.S3:
.Y
L`3aj.. 40
p Corte
Il e
b
' 990'
Pro po sw --a Co
wc.P I24v/4 "&o s.r. R!. 99 "� O
u� a /,4 -14V &AellaE
Loci
�� l6e.rat 3.T ou�tla� � gara9¢ -
` CC
ica, o ' �O
A C�nfGrcr
H y "sue. 4 0 Rye. /dn� P�epe3�d ��
Sew W. T a d x i , ) scc 1 4 , � ¢ a / �btdraorn J '
n no denctc
3 Q1
C opy
Safety and Buildings
4003 N KINNEY COULEE RD
commerce.Wl.gov LA CROSSE WI 54601 -1831
TDD #: (608) 264 -8777
isconsin www.commerce.state.wi.us /sb
Department of Commerce www.wisconsin.gov
Jim Doyle, Governor
Cory L. Nettles, Secretary
April 01, 2004
CUST ID No.223475 ATTN. POWTSInspector
JOE STANG ZONING OFFICE
STANG PLUMBING & ELECTRIC ST CROIX COUNTY SPIA
PO BOX 263 1101 CARMICHAEL RD
WOODVILLE WI 54028 14UDSON WI 54016
CONDITIONAL APPROVAL
PLAN APPROVAL EXPIRES: 04/01/2006 Identification Numbers
Transaction ID No. 982622
SITE: Site ID No. 672192
Oakwood Land Development Please refer to both identification numbers,
1409 136TH Ave above, in all correspondence with the agency.
Town of Richmond
St Croix County
SW1 /4, NW1 /4, S25, T30N, R18W
Lot: 39, Subdivision: Red Pine Corner
FOR:
Description: Four Bedroom Mound System
Object Type: POWTS Component Manual Regulated Object ID No.: 948519
Maintenance required; 600 GPD Flow rate; 30 in Soil minimum depth to limiting factor from original grade; System(s):
Mound Component Manual - Version 2.0, SBD- 10691 -P (N.01 /01), Pressure Distribution Component Manual - Version
2.0, SBD - 10706 -P (N.01 /01); Biofilter
The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes
and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in
chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements.
Conde
No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s. 145.06,
stats.
The following conditions shall be met during construction or installation and prior to occupancy or use: D ARTMENT
N OF
General Approval Requirements:
• This system is to be constructed and located in accordance with the enclosed approved plans and with the SEE CORRE
"Mound Component Manual for Private Onsite Wastewater Systems VERSION 2.0" SBD - 10691 -P (N.01 /01)
and the SSWMP Publication 9.6 Design of Pressure Distribution Networks or _ S (0 1/8 1)
• Per manual cited above, limited activities are allowed in the area 15 feet down slope of the component area.
Soil compaction, excavation, vehicular traffic and other similar activities that impact the treatment and dispersal
are prohibited.
• The well must be a minimum of 25 feet from any POWTS tank, and a minimum of 50 feet from the absorption
area. chs. NR 811 & 812c
• A Sanitary Permit must be obtained from the county where this project is located in accordance with the
requirements of Sec. 145.135 and 145.19, Wis. Stats.
• Inspection of the private sewage system installation is required. Arrangements for inspection shall be made with the
designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stat
r`
JOE STANG Page 2 4/1/04
• Comm 83.22(7) A copy of the approved plans, specifications and this letter shall be on -site during construction
and open to inspection by authorized representatives of the Department, which may include local inspectors.
Owner Responsibilities:
• Comm 83.52 Responsibilities. The owner of a POWTS shall be responsible for ensuring that the operation and
maintenance of the POWTS occurs in accordance with this chapter and the approved management plan under s.
Comm 83.54(1).
• Comm 83.52(2) A POWTS that is not maintained in accordance with the approved management plan or as
required under s. Comm 83.54(4) shall be considered a human health hazard.
• Comm 83.55 The owner is responsible for submitting a maintenance verification report acceptable to the county
for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s)
utilized in the POWTS.
All permits required by the state or the local municipality shall be obtained prior to commencement of
construction /installation /operation.
In granting this approval the Division of Safety & Buildings reserves the right to require changes or additions should
conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review
shall relieve the designer of the responsibility for designing a safe building, structure, or component.
Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address
on this letterhead.
The above left addressee shall provide a copy of this letter to the owner and any others who are responsible
for the installation, operation or maintenance of the POWTS.
Sincerely, Fee Required $ 175.00
a �'Z Fee Received $ 175.00
z� Balance Due $ 0.00
Charles L Bratz
POWTS Reviewer II , Integrated Services WiSMART code: 7633
(608)789 -7893 , 7:45 am - 4:30 pm Monday - Friday
cbratz@commerce.state.wi.us
cc: Leroy G Jansky, Wastewater Specialist, (715) 726 -2544
a
'1
Wisconsin DWartment of Commerce SOIL EVALUATION REPORT Page_ 7 of 3
Division of Safety and Buildings
In accordance with Comm 85, Wis. Adm. Code
County
Attach complete site plan on paper not less than 8112 x 11 inches in size. Plan must St. Cro ] X
include, but not limited to: vertical and horizontal referencepeW44 M), direction and Parcel I.D. pending
percent slope, scale or dimensions, north arrow, andibo ation and dialinee to nearest road.
Please print all,ii�for*2i11on.
Reviewed Date
Personal Information you provide may be used fo eco "ry p r' l.aw,' B t5, (7) (m)).
s [ !o Q
Property Owner Pr
Oakwood Land Develo ment Goq SW 114 NW /4 S 25 T 30 N R 1 8L( (or)W
Property Owner's Mah ft Address _ Lam Block # Subd. Name or CSM#
1 611 HY. #10 NE. ST cROix ki9 na Red Pine Corner
City State Zip Code hone MWGOFFICE q(ty ❑Village [N Town Nearest Road
Spring Lk. k. �ZC 6; N. 554 2 - 780 -499 Richmond 140th. ST
® New Construction Use: lk Residential /Number y__'d Code derived design now rate 600 GPD
❑ Replacement ❑ Public or commercial - Describe:
Parent material glacial dpi f t Flood Plain elevation if applicable ft.
General comments -
and recommendations: _ d�i4/
i0 Lt•.C. "�"
mound @ el.. 100.30 1 , based on contour 1 ine of el. 99.30
Boring # ❑ Boring
1 Pit Ground surface eiev. 9 9. 7 O ft. Depth to limiting factor 5 0 in.
Soil icstion Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDflf
in. Munseil Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
1 0 -12 10yr2/2 none sit 2msbk mfr cs 1f .5 8
2 12 -31 10yr4/4 none sic 2msbk mfr gw if .4 6
3 31-514 7.5yr4/4 none sl 2msbk mfr aw if
4 - .5yr4/4 c2d 7.5 r5/8 sic M na
F T
L-.1 Boring # fl Boring
"I t� 99.7
t_3t Pit Ground surface elev. ft. Depth to limiting factor +3 0
F in. SoU Appllcadon. Rate
Horizon Depth Dominant Cola Redox Description Texture Structure Consistence Boundary Roots GPD1ff
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
1 0 -11 10 r3 3 none
2 11 -2 7.5 r4/ none it 2msbk mfr aw if 4 .6
3 27 -3 7.5 r4 4 none
Effluent #1 - BOD > 30 220 mg/L and TSS >30 _< 150 nVIL - BOD < P mg/- and TSS 130 mg&
CST Name (Please Print) Signature T Number
Gary L. Steel 02298
Address to Evaluatfon Con ucted Telephone Number
1554 200th. Ave., New Richmond, WI. 54017 11-3-2000 715- 246 -6200
I
i
i
p Land D ev . Parcel ID# pending pap 2_
i
a� # pit Ground surface elev. 98 . S D rar�tlng factor +
Solt Application Rate
Horizon Depth Dominant Color Redox Description Texture Stntckwe Consistence Boundary Roots GPD//f
In. Munsell Qu. Sz. Cont. Color Gr. Sz Sh. •Eff#1 I 'EW2
1 0 -10 10yr3/3 none L 2msbk mfr cs 2f .5 .8
10-211 10yr4/1 none sil 2msbk mfr qw 1f .5 8
3 21 -3 .5yr4 4 none sl 2msbk mfr na na .5 .9
OU
S � -7
0 Boring # ❑ 80 "rg
❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil llcadon Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary. Roots GPD/fF
In. Munsell Qu. Sz Cont. Color Gr. Sz. Sh. 'Etf#1 'EfW2
Boring # ❑ gods Ground surface also. R. Depth in limiting factor in.
C1 Pit
Soil !cation Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots G P DW
In. Munsell Qu. Sz. Cont. Color Gr. Sz Sh. 'E11#1 'E1W
Effluent #1 = 800 > 30 —< 220 mg1L and TSS >3D :s 150 mg1L • Effluent #2 = BOD 130 nV& and TSS —< 30 nVL
The Department of Commerce is an equal opportunity service provider and employer. if you need assistance to access services or
need material in an alternate format, please contact the department at 608 -266 -3151 or TTY 608- 264 -8777.
SID-030(MM)
STEE'L'S SOIL SERVICE
Gary L. Steel Oakwood Land development 1554 200th Ave.
CSTM2298 SW4NW'' 525- T30N -R18W New Richmond, Wl 54017
MPRSW-3254 town of Richmond (715) 246 -6200
lot #39- /Red Pine Corner
Ibis soil evaluation teas cmh=ted 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 pemanemt lot lines were not established at the time the test was conducted-
N
1" =40'
BM.= top of mid lot survey stake @ el. 100.00'
Alt. BM.= top of NW.lot stake @ el. 94.40'
a
d r
d�
Gary L. Steel
11 -3 -2000
F �,� k 4O MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN $� �e
� °0
INDEX AND TITLE PAGE O
A so
Project Name: Oakwood Land Development 4 bedroom residential mou
Owner's Name: Oakwood Land Development
Owner's Address: 1611 Hwy 10 N.E.
Spring Lake Park, MN 55432
Parcel Address: 1409 136th Ave.
Legal Description: SW1 /4NW1/4, Sec. 25, T.30N. R18W
Township: Richmond
County: St. Croix
Subdivision Name: Red Pine Corner
Lot Number: 39 Block Number: NA
Parcel I.D. Number: 026- 1130 -39 -000
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 -y
Page 7 Pump curve and specifications v
Page 8 Site Plan OF COM
Page 9 Soil Evaluation Report CS
rtONrN s
SPONDEN
Designer: Joe Stang License Number: 223475
Date: 03/26 4 Phone Number: (715) 684 -5166
Signature:
Designed Pursuant to the
Mound Component Manual for POWTS Version 2.0 SDB- 10691 -P (N. 01/01), and
SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST -SAS (01/81)
Version 3.0 (03/01/01) Page 1 of 9
Mound and Pressure Distribution Component Design
Site Information
R Residential or Commercial Design Note: Sand fill (D) calculations assume a
400.00 Estimated Wastewater Flow (gpd) Table 83 -44-3 in -situ soil treatment for fecal
1.50 Peaking Factor (e.g. 1.5 = 150 %) coliform of - 36 inches.
600.00 Design Flow (gpd)
3.00 Site Slope ( %)
A99.30 Contour Line Elevation (ft)
30.00 Depth to Limiting Factor (in)
,/ 0.40 I n -situ Soil Application Rate (gpd /ft
Distribution Cell Information
100.00 Dispersal Cell Length Along Contour (ft) = 6.00 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?
c Center or End Manifold
3.00 Lateral Spacing (ft) If N above, enter the elevation (ft)
4 Number of Laterals of the highest point.
0.125 Orifice Diameter (in) (e.g. 0.25)
2.50 Orifice Spacing (ft) = 7.50 ft /orifice
2.00 Forcemain Diameter (in)
40.00 Forcemain Length (ft) Does the forcemain drain back? Y
92.50 Pump Tank Elevation (ft)
6.50 System Head (ft) x 1.3 6.52 Forcemain Drainback (gal)
6.93 Vertical Lift (ft) 90.53 5x Void Volume (gal)
0.92 Friction Loss (ft) 97.06 Minimum Dose Volume (gal)
14.35 Total Dynamic Head (ft) 32.95 System Demand (gpm)
Lateral Diameter Selection Manifold Diameter Selection
in. dia. options I choice in. dia. options I choice
0.75 1 25 x
1.00 x 1•.50 x
1.25 x TM
1.50 x OX 3.00
x
3.00 x
Gallons /Inch Calculator
Treatment Tank Information 800.64 Total Tank Capacity (gal)
1200.00 Septic Tank Capacity (gal) 36.00 Total Working Liquid Depth (in)
Wieser Concrete Manufacturer 1 22.24 gal /in (enter result in cell B49)
Dose Tank Information Effluent Filter Information
800.64 Dose Tank Capacity (gal) Zabel Filter Manufacturer
22.24 Dose Tank Volume (gal /in) A100 Filter Model Number
Wieser Concrete Manufacturer
Project: Oakwood Land Development 4 bedroom residential mound Page 2 of 9
I
Mound Plan View
... .........................
1 /10 B P'ip'e* 3
. . . . . . . . . . .
. . . . . . . . . . . . . . . . .
K ip
. . . . . . . . . . . . . . . . . .........
0
C� .... A
B ....
................. ...................
......................... — ......
.................. ** ...... ...... a .......
.................. . .... . .......
.......................... ..............
3 . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . .
+—
L
Mound Component Dimensions
A 6.00 ft E .16 in H .00 ft K 7.15 ft
B 100.00 ft F .50 in 1 .00 ft L 114.29 ft
6.00 0.50 4.93 19.93
DAin G i1ft i Aft WAft
/
600.00 (ft 2 ) Dispersal Cell Area 1500.00 (ft2) Basal Area Available ✓
6.00 (gpd/ft) Linear Loading Rate/ 10.00 (ft) 1/10 B Obs. Pipe Placement
Mound Cross Section View
Aggregate Dispersal Area
Finished Grade 101.59 (ft) ►
2
. . . . . ..... I .............
F Dispersal Cell 100.30 (ft) Lateral
. . . . . . . . . . .
J1.80 ft Invert
. ... . . . . . . . . . . . ... . . . . . .
.. . ... . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . .. . . . .
... ........ ......
Dispersal Cell
3
E . . . . . .
...........
.... .. ......
Elevation . . . . : .
. . . . . . . . . . .
... ... .......
............... .........
............
................ ......
.............
F4]
❑ 41
. . . . . . . . . . . . . . . .
.. . . . . . . . .
99.30 (ft) Contour Elevation
3.0 % Site Slope Geotextile Fabric Cover
Shading Key Dispersal Cell See lateral details on
10 0 Topsoil Cap Z. 1.5 ft Page 4 for number,
F2] Subsoil Cap ra 0 0 0 size, and spacing of
ASTIVI C33 Sand :5 F laterals. Laterals are
F4 Tilled Layer 0.5 ft Typical Lateral
equally spaced from
the distribution cell's
[ Aggregate 0 A centerline in the
distribution cell (AxB).
Project: Oakwood Land Development 4 bedroom residential mound Page 3 of 9
Center Connection Lateral Layout Daigram
Force main connection via tee or cross to manifold at any point. Laterals are identical 7�
I
E- P 5
•= Turn -up vdball valve or IE X �IExr I x!241 Laterals & force main of PVC Sch 40
clean out pl u g per COMM Table 84.30 -5
Holes drilled on the bottom of the lateral.
Number of Laterals 4 Orifice Diameter 0.125 in
Lateral Diameter 1.50 in Orifice Spacing (X) 2.53 ft
Lateral Length (P) 49.34 ft Orifices per Lateral 20
Lateral Spacing (S) 3.00 ft Orifice Density 7.50 ft /orifice
Lateral Flow Rate 8.24 gpm Manifold Length 3.00 ft
System Flow Rate 32.95 gpm Manifold Diameter 1.50 in
Total Dynamic Head 14.35 ft Forcemain Velocity 3.37 ft/sec
Dose Tank Information Locking cover with warning
label and locking device and
sealed watertight
Electrical as per NEC 300 and
Comm 16.28 WAC 4 in. min.
Disconnect
Tank component is properly vented � E— Alternate outlet
location
Forcemain diameter
Wieser Concrete Manufacturer_ 2 in.
Capacityl 800.64 Gallons
Volume 22.24 gal /inch A
Weep hole or anti -
Dimension Inches Gallons B siphon device
A 18.05 401.34
C
B 2.00 44.48 P� ump off elevation (ft)
C 5.45 121.30 F 93.38
D 10.50 233.52 D
Total 36.001 800.64
Do, se tank elevation (ft)
3" Bedding uniTer tank. 92.50
Alarm Manuafacturer LevelArm
Alarm Model Number DLV
Pump Manufacturer Goulds
Pump Model Number EP05
Pump Must Deliver 32.95 gpm at 14.35 ft TDH
Project: Oakwood Land Development 4 bedroom residential mound Page 4 of 9
t l 1 1 M OD EL :
verticai sump Pump •0 •i
su
. -✓t,
GOULD`
tfi
.w
4.
' I
Pump Specifications
.'r p mnefas rtes
p to 40 GPM 0
MOUE: 371
��scn:�rge size 1'/4' NPT y ��
5 11aXI111U111 8 1
Motor
�1aaSc 115V ° vi 2
I Vlaterials of Construction _
�` J� 'tier 111CpIaStIC
35 ' 5
Features and Benefits T o
suc�,on eliminates a '�
r
clogging. 2
1 resistanT �
0 00 o za
• � iCi dteCl S1 "ditch — � _
a 2
- - - - -- cAPACIlY3�. S :n�mu!►'►S�j� /y
Pump Specifications Features and Benefits ro-*r r7l,"
NIODEL DUP03 0
ilnCi ',': HP • EPD ; IRlpeiie' Scl:'
Op 10 60.GPIVI pum.i) >_:
VI8XII71UI11 heaU to 32 lleC113fIIC Ii Se<!i
Discharge size 1';:' NPT. • EP05 i,llpelle[
Solids'" maximun;
-
Mo tor
• Ruggeri glass- , illeu I�
_ o
All motors lecture uak casing anti
bearing cOnsl1uc1!0i� SI e sup
0 3, 35 u S UNM
10 111,11f Single phase. 115V esisld l,c
� ,r
CAPACITY Materials of Construction Cast I10 1 IIiG e ii`_ ,
Casl iron efficien!
Thermoplastic alul
Stainless sleet •Coiros,en
•A.al�ai�! +� lot ... .. ... _ _.
• CSA Iisle(i nrctleu
-ill Moclols are ciesignecl for continuous operation and feature staunless steel narciwa/e.
�• a °f 9
Mound
and System Maintenance and Sp ecifications
Service Provider's Name J. Thompson, POWTS#4819 Phone (715) 248 -7767
POWTS Regulator's Name St. Croix County Zoning Phone (715) 386 -4680
System Flow and Load Parameters
Design Flow - Peak 600 gpd Maximum Influent Particle Size 1/8 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 ft Maximum FOG 30 mg /L
Type of Wastewater Domestic Maximum Fecal Coliform >10E4 cfu /100 mL
Service Frequency
Septic and Pump Tank Inspect and /or service once every 3 years
Effluent Filter Should inspect and clean at least once every 3 years
Pump and Controls Test once every 3 years
Alarm Should test month)
Pressure System Laterals should be flushed and pressure tested every 1.5 years
Mound Inspect for ponding and seepage once every 3 years
Miscellaneous Construction and Materials Standards
1. Observation pipes are slotted and materials conform to Table Comm 84.30 -1, have a watertight cap,
and are secured in as shown in the mound component manual.
2. Dispersal cell aggregate conforms to Comm 84.30 (6)(i), Wis. Adm. Code.
3. All gravity and pressure piping materials conform to the requirements in Comm 84, 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 \ ,
6 -8" Diameter Lawn Threaded Cleanout
Sprinkler Valve Box . . . Plug or Ball Valve
Distribution
Lateral
Long Sweep 90 or Two
45 Degree Bends Same
Diameter as Lateral
Project: Oakwood Land Development 4 bedroom residential mound Page 5 of 9
Mound System Management Plan
Pursuant to Comm 83.54, Wis. Adm. Code
General
This system shall be operated in accordance with Comm 82 -84 Wis. Adm. Code, and shall maintained in accordance with its' component
manuals (SBD- 10691 -P (N.01/01) and SSWMP Publication 9.6 (01/81)] and local or state rules pertaining to system maintenance and
maintenance 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 Comm 83.33, 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 sealed 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, Slats. 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 fitter 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 filter
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 1/3 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 (October- 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 60 D 30 mg/L TSS, 10 mg /L FOG, and 10 cfu1100 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 cleaning 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 fails to accept wastewater or begins to discharge wastewater to the ground surface, it will be repaired or replaced in
its' present location by increasing basal area if toe leakage occurs or by removing biologically clogged absorption and dispersal media, and related
piping, and replacing said components as deemed necessary to bring the system into proper operating condition.
See Page 6 of this plan for the name and telephone number of your local POWTS regulator and service provider.
Project: Oakwood Land Development 4 bedroom residential mound Page 6 of 9
AI{• 6- T of /a� she• ■ Sc; /evQ /ua�o�,
♦ E /edat�;on
• �oCafcd�p ✓o p,
SCrtJ .'/ = Sl6
o wf'cvo l,Co.� d
all
' iC.a� 39 Qco/�;�Je �rHv
Scc.zS 7,
n
Top oFor L . C'. -oI ('o. L.)
Sc�rdt.Y S Ass wr.,c t {tv.� = 10d.�'
P roposed Wt& .nd 12:1 /993x / /y��t�
/3G�
�l6 X'iao�d :sPsrsrtl �/!. �i..r(y 4venue
/ N
\ `� � o � CCs S c e.d a.� .t • 53;
P. ✓. C Force W W I ,
�
Pro � se-d �reserCo
W L P /2zv /.* V' CON A .5.T 1. 99• �
4' !cam mt S.T cutlet
o�. i�•o' AroPo
Q CyrifGZ"� L ci
H y " ". 4 Pv e- bu:/d;4 prof elcd
5¢�u: Ta be i7 su.l�to/ �btdrao.�,
ash Co,►+.r�. Sz.3oClv(o) /'cs%denc4
3
8 OP?
ST. CROIX COUNTY
SEPTIC TANK MAINTENANCE AGREEMENT
AND
,/ OWNERSHIP CERTIFICATION FORM
Owner / [�C woow zatd �0�0��'►�r)Z
Mailing Address /6V Y. 4.6 I f - ARri n i 14'A A rle Ing. SSY3 Z-
Property Address 3(0
�� Ale 4:)
(V required from Planning Department for new construction.)
City /State 11t4.J k Clt�1 c/ Parcel Identification Number 0 26-// W-_39 - 6W
LEGAL DESCRIPTION el
Property Location 50 '/4 , /10 , Sec. 7 5 T 3 0 N R /0 Town of K dln an
Subdivision 4&Aa 0a"hz✓ , Lot # 39
Certified Survey Map #, , Volume , Page #
(p /
Warranty Deed # Volume , Page # �
Spec house O<es ❑ no Lot lines identifiable Wy ❑ 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 County 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
Department within 30 days of the three year expiration date.
�lO/ 1 s1t
SIGNATURE OF APPLICANT DATE
OWNER CERTIFICATION
I/we certify that all statements on this form are true to the best of my /our knowledge. Uwe am/are the owner(s) of the
property described abo , by virtue of a warranty deed recorded in Register of Deeds Office.
SIGNATURE OF APPLIC T DATE
* * * * ** Any information that is misrepresented may result in the sanitary permit being revoked by the Zoning Department. * * * * **
Include with this application a stamped warranty deed from the Register of Deeds Office and a copy of the certified survey map if
reference is made in the warranty deed.
, �2 Z - /0 72 - 9 S -
7 - lD
1 7A .. 70 -.zv
-3d
j 0 z 4 �0 3v d
1548plliv 181 �-
STATE BAR OF WISCONSIN FORM 2 - 1999 6 31 1 O7
KATHLEEN H. WALSH
Document Number WARRANTY DEED REGISTER OF DEEDS
ST. CROIX CO., WI
This Deed, made between Steven J. Derrick RECEIVED FOR RECORD
10 -04 -2000 9:30 AN
WARRANTY DEED
Grantor and Oakwood Land Develo ment Inc. EXEMPT Y
P � CERT COPY FEE.
/loll cvu /0 /U6 COPY FEE:
TRANSFER FEE: 2550.00
,63—yd a RECORDING FEE: 12.00
/ Y,/� PAGES: 2
Grantee.
Grantor, for a valuable consideration, conveys to Grantee the
following described real estate in St. Croix County,
State of Wisconsin (if more space is needed, please attach addendum):
Recording Area
(See Attached Exhibit "A ") Name and Return Address
- 3 0 00 A KRISTINA OGLAND
ATTORNEY AT LAW
80 f} i U P.O. W ^X 359
3 p A -tea HUDSON, WI 54018
3F z 3ff # — c7 26- 1072 -95- 000;26- 1073 -10- 000;26- 1072 -90 -000;
3 � 26- 1072 -70 -000
Parcel Identification Number (PIN)
Lo irS 3 7 3 3 This is not homestead property.
(X (is not)
Exceptions to warranties: Easements, restrictions and rights -of -way of record, if any.
Dated this 2 day of September 2000
* • Steven J. Derrick
* *
AUTHENTICATION ACKNOWLEDGMENT
Signature(s) Steven J. Derrick STATE OF WISCONSIN )
) ss.
County )
'
authenticated this 2� day of September 2000
— � Personally came before me this day of
the above named
• K ristina O glaniv
TITLE MEMBER STATE BAR OF WISCONSIN
(If not, to me known to be the person(s) who executed the foregoing
instrument and acknowledged the same.
authorized by § 706.06, Wis. Stats.)
THIS INSTRUMENT WAS DRAFTED BY •
Attorney Kristina Ogland Notary Public, State of Wisconsin
Hudson, WI 54016 My Commission is permanent. (If not, state expiration date:
(Signatures may be authenticated or acknowledged. Both are not necessary.) )
Names of persons signing in any capacity must be typed or printed below their signature. information professionals company. Fond du Lac. VGA
WARRANTY DEED STATE BAR OF WISCONSIN
800$55
FORM No. 2 - 1999
11/20/20x3 15;44 7153814232 NIELSEN PAGE 05
LV 1zw
��, Qe.�r. so. Fr LOT 30
Q s ,4 ACR
S -
1 ... . ................. t 70,062 sa Fr
I a l ip l�(, t sf AClPE"S'
I
I
-- -- - - --
SSS - 52 26 20 5-67'
` 3 `, y-`` '•. e,' ��`�'' ` .
INDS I W � rO*N ROAD - --�:`- LOT 31
I 33 ' •------ ----- - - - - -.
1
I 1 �
` u
I I
I
• 1 i
i i 1 QE,Qpd SGt
1.52 ACM
I � •.� " � � ��` `fir
i 315.00'
6d fJG FT. 1.62 ACRES
1.62 AC1!'ES d �` •
M
1 0 i N �iF} �,�,� q� 'jig ,• ♦`�
� I ; 316.00/
1 I `�Gj�j 11 LOT 40 '•�.
1 N
LOT 1. 00 ACWS rph,�
1 V ACRESI N h
I
tZVATION- 1020.00
I 1\
I C 1'33.00' I I,
}`- - - - - -- I I - - - - -- N89'52'26"
• I 1 { 1. I i
—
LOT 1 I I I
V%1
PAGE 3900 I LOT 20 I LOT _21-
Safety and Buildings
4003 N KINNEY COULEE RD
commerce .Wl.gov LA CROSSE WI 54601 -1831
TDD #: (608) 264 -8777
i sc� n s i n� � www.commerce.state.wi.us /sb
www.wisconsin.gov
Department of Commerce
Jim Doyle, Governor
Cory L. Nettles, Secretary
April 01, 2004
CUST ID No.223475 A7TN.• POWTS Inspector
JOE STANG ZONING OFFICE
STANG PLUMBING & ELECTRIC ST CROIX COUNTY SPIA
PO BOX 263 1101 CARMICHAEL RD
WOODVILLE WI 54028 HUDSON WI 54016
CONDITIONAL APPROVAL
PLAN APPROVAL EXPIRES: 04/01/2006 Identification Numbers
Transaction ID No. 982622
SITE• Site ID No. 672192
Oakwood Land Development Please refer to both identification numbers,
1409 136TH Ave L above, in all correspondence with the agency.
Town of Richmond
St Croix County
SW1 /4, NW1 /4, S25, T30N, R18W
Lot: 39, Subdivision: Red Pine Corner
FOR:
Description: Four Bedroom Mound System
Object Type: POWTS Component Manual Regulated Object ID No.: 948519
Maintenance required; 600 GPD Flow rate; 30 in Soil minimum depth to limiting factor from original grade; System(s):
Mound Component Manual - Version 2.0, SBD- 10691 -P (N.01 /01), Pressure Distribution Component Manual - Version
2.0, SBD - 10706 -P (N.01 /01); Biofilter
The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes
and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in
chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements.
Cony
No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s. 145.06, ��P1
stats. 1
The following conditions shall be met during construction or installation and prior to occupancy or use: -DSFARTME
N OF
General Approval Requirements:
J
• This system is to be constructed and located in accordance with the enclosed approved plans and with the SEE CORI
"Mound Component Manual for Private Onsite Wastewater Systems VERSION 2.0" SBD- 10691 -P (N.01 101)
and the SSWMP Publication 9.6 Design of Pressure Distribution Networks�or S SAS (0 1/8 1)
• Per manual cited above, limited activities are allowed in the area 15 feet down slope of the component area.
Soil compaction, excavation, vehicular traffic and other similar activities that impact the treatment and dispersal
are prohibited.
• The well must be a minimum of 25 feet from any POWTS tank, and a minimum of 50 feet from the absorption
area. chs. NR 811 & 812c
• A Sanitary Permit must be obtained from the county where this project is located in accordance with the
requirements of See. 145.135 and 145.19, Wis. Stats.
• Inspection of the private sewage system installation is required. Arrangements for inspection shall be made with the
designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stat
j JOE STANG Page 2 4/1/04
• Comm 83.22(7) A copy of the approved plans specifications and this letter shall be on -site during c onstruction
and open to inspection by authorized representatives of the Department which may include local inspectors.
Owner Responsibilities:
• Comm 83.52 Responsibilities. The owner of a POWTS shall be responsible for ensuring that the operation and
maintenance of the POWTS occurs in accordance with this chapter and the approved management plan under s.
Comm 83.54(1).
• Comm 83.52(2) A POWTS that is not maintained in accordance with the approved management plan or as
required under s. Comm 83.54(4) shall be considered a human health hazard.
• Comm 83.55 The owner is responsible for submitting a maintenance verification report acceptable to the county
for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s)
utilized in the POWTS.
All permits required by the state or the local municipality shall be obtained prior to commencement of
construction/installation /operation.
In granting this approval the Division of Safety & Buildings reserves the right to require changes or additions should
conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review
shall relieve the designer of the responsibility for designing a safe building, structure, or component.
Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address
on this letterhead.
The above left addressee shall provide a copy of this letter to the owner and any others who are responsible
for the installation, operation or maintenance of the POWTS.
Sincerely, Fee Required $ 175.00
Fee Received $ 175.00
Balance Due $ 0.00
Charles L Bratz
POWTS Reviewer II , Integrated Services WiSMART code: 7633
(608)789 -7893 , 7:45 am - 4:30 pm Monday - Friday
cbratz@commerce.state.wi.us
cc: Leroy G Jansky, Wastewater Specialist, (715) 726 -2544
II I
i
`
DESIGN � �v
MOUND PRESSURE DISTRIBUTION COMPONENT DE S
�� � � �
INDEX AND TITLE PAGE OC
Project Name: Oakwood Land Development 4 bedroom residential mou
Owner's Name: Oakwood Land Development
Owner's Address: 1611 Hwy 10 N.E.
Spring Lake Park, MN 55432
Parcel Address: 1409 136th Ave.
Legal Description: SW1 /4NW1/4, Sec. 25, T.30N. R18W
Township: Richmond
County: St. Croix
Subdivision Name: Red Pine Corner
Lot Number: 39 Block Number: NA
Parcel I.D. Number: 026- 1130 -39 -000
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 ►o�2Q,jly
Page 6 Management and contingency plan
Page 7 Pump curve and specifications comm OF
Page 8 Site Plan
Page 9 Soil Evaluation Report �' DN
s
SPONDEN
Designer: Joe Stang License Number: 223475
Date: 03/26404 Phone Number: (715) 684 -5166
Signature:
Designed Pursuant to the
Mound Component Manual for POWTS Version 2.0 SDB- 10691 -P (N. 01/01), and
SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST -SAS (01/81)
Version 3.0 03/01/01 Page 1 of 9
I
Mound and Pressure Distribution Component Design
Site Information
R Residential or Commercial Design Note: Sand fill (D) calculations assume a
400.00 Estimated Wastewater Flow (gpd) Table 83 -44-3 in -situ soil treatment for fecal
1.50 Peaking Factor (e.g. 1.5 = 150 %) coliform of - 36 inches.
600.00 Design Flow (gpd)
3.00 Site Slope ( %)
tA99.30 Contour Line Elevation (ft)
30.00 Depth to Limiting Factor (in)
x / 0.40 I n -situ Soil Application Rate (gpd /ft
Distribution Cell Information
100.00 Dispersal Cell Length Along Contour (ft) = 6.00 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?
c Center or End Manifold
3.00 Lateral Spacing (ft) If N above, enter the elevation (ft)
4 Number of Laterals of the highest point.
0.125 Orifice Diameter (in) (e.g. 0.25)
2.50 Orifice Spacing (ft) = 7.50 ft /orifice
2.00 Forcemain Diameter (in)
40.00 Forcemain Length (ft) Does the forcemain drain back? Y
92.50 Pump Tank Elevation (ft)
6.50 System Head (ft) x 1.3 6.52 Forcemain Drainback (gal)
6.93 Vertical Lift (ft) 90.53 5x Void Volume (gal)
0.92 Friction Loss (ft) 97.06 Minimum Dose Volume (gal)
14.35 Total Dynamic Head (ft) 32.95 System Demand (gpm)
Lateral Diameter Selection Manifold Diameter Selection
in. dia. options I choice in. dia. options I choice
0.75 1 x
1.00 x 1.50 x 0
1.Z5_ x
1.50 x X 3.00
x
3.00 x
Gallons /Inch Calculator
Treatment Tank Information 800.64 Total Tank Capacity (gal)
1200.00 Septic Tank Capacity (gal) 36.00 Total Working Liquid Depth (in)
Wieser Concrete Manufacturer 22.24 gal /in (enter result in cell B49)
Dose Tank Information Effluent Filter Information
800.64 Dose Tank Capacity (gal) Zabel Filter Manufacturer
22.24 Dose Tank Volume (gal /in) A100 Filter Model Number
Wieser Concrete Manufacturer
Project: Oakwood Land Development 4 bedroom residential mound Page 2 of 9
Mound Plan View
................
... .......... . . .......
.
.............
. . . . . . . . . . . . . . . . . . 3
1 B ObservationPipe
FKK -1
0 0� A
. ................ —40
�v
... . . . . ........
.
0 .... . .
.... . . .
....... ..
..........
......... ....
..................
.......................
.............
.................
..... ..................................
. .........
.... ........................ .
..... I ..........
...............
.........................................
..................
.......................
...........
..........................
................
.........................
...........
.............................
.................
... ................
.... .... ..
........................
L
Mound Component Dimensions
A 6.00 ft E 8.16 in H 1.00 ft K 7.15 ft
B 100.00 ft F 9.50 in 9.00 ft L 114.29 ft
6.00 0.50 4.93 19.93
DAin G ffmft J [A W [A ft
P 00.00 (ft2 ) Dispersal Cell Area J 1500.00 (ft 2 ) Basal Area Available ✓
(gpd/ft) Linear Loading Rate/ 10. (ft) 1/10 B Obs. Pipe Placement
H 6.00
Mound Cross Section View
Aggregate Dispersal Area
Finished Grade 101.59 (ft) ►
� 2: G H
...................
.��iiiii iii
100.30 (ft) Lateral
F ..... Dispersal Ce I
-99.80 (ft) ........... . Invert
Dispersal Cell
. ......... D:.
Elevation E .........
4
99.30 (ft) Contour Elevation
3.0 % Site Slope
Geotextile Fabric Cover
Shading Key a T Dispersal Cell See lateral details on
Topsoil Cap 1.5 Page 4 for number,
t 'C CL ft Subsoil Cap w .2 0 size, and spacing of
ASTM C33 Sand :6 r 1610 F laterals. Laterals are
Tilled Layer 0.5 ft Typical Lateral equally spaced from
Aggregate v 0 the distribution cell's
-A centerline in the
distribution cell (AxB).
Project: Oakwood Land Development 4 bedroom residential mound Page 3 of 9
Center Connection Lateral Layout Daigram
Force main connection via tee or cross to manifold at any point. Laterals are identical
P
• = Turn -up wlba II va lve or (E X I -x12 I ,1241 Laterals & force main of PVC Sch 40
cl ea nout pl u g per COMM Table 84.30.5
Holes drilled on the bottom of the lateral.
Number of Laterals 4 Orifice Diameter 0.125 in
Lateral Diameter 1.50 in Orifice Spacing (X) 2.53 ft
Lateral Length (P) 49.34 ft Orifices per Lateral 20
Lateral Spacing (S) 3.00 ft Orifice Density 7.50 ft /orifice
Lateral Flow Rate 8.24 gpm Manifold Length 3.00 ft
System Flow Rate 32.95 gpm Manifold Diameter 1.50 in
Total Dynamic Head 14.35 ft Forcemain Velocity 3.37 ft/sec
Dose Tank Information Locking cover with waming
label and locking device and
sealed watertight
Electrical as per NEC 300 and — 1 0
Comm 16.28 WAC 4 in. min.
Disconnect —!– -------
Tank component is properly vented E- Attemate outlet
location
Forcemain diameter
Wieser Concrete Manufacturer_ 2 in.
Capacity Capacityl 800.64 Gallons
Volume 22.24 gal /inch A
Weep hole or anti -
Dimension Inches Gallons B siphon device
A 18.05 401.34
C
B 2.00 44.48 Pump off elevation (ft)
C 5.45 121.30 F 93.38
D 10.50 233.52 D
Total 36.00 800.64
iF- Dose tank elevation (ft)
3" Bedding un er tank. 92.50
Alarm Manuafacturer LevelArm
Alarm Model Number DLV
Pump Manufacturer Goulds
Pump Model Number EP05
Pump Must Deliver 32.95 gpm at 14.35 ft TDH
Project: Oakwood Land Development 4 bedroom residential mound Page 4 of 9
O 1 1 1 M OD EL
vertical Sump Pump '0' 'O
Submersible effluent Pum
k 71
r
4
1 GOU LDS'
-
i
I �
Pump Specifications
:NP MCIEHS FfEI
jD t0 40 GPM ° MUDEL 3871
'.)iscn ,rge size 1 NPT
GLC� maxiI11U111 a
Motor z5 >>
,)na5c: 115V o
Materials of Construction =
S: ne rill oplastic 3S� 5
Features and Benefits T Y
0
_.. '_action ehinnates ' 0
e clogging. z :r:.
•'__ _ .ail esislant i
s
.Cii011 l
0 00 to zo 9u
• C IUated snitch. ° —
CAPACIIY ;2 1 S i/J;/!!uI►1 SwoF
Pump Specifications Features and Benefits r �"''`
MDDEL OVP03
anti '.': HP • EPO, inlpeli? s.n �
Up to 60.GPIVI v. pun11) "I:a
MaXllllunl head to 32 1lechanlcal scr:.
Discharge size V/2 NPT •EP05 inlpelici encio�x:
Solids: '/, I11aXllllll111 101 11111)rOvEU
= Motor •Ruggedglass- tuieclJitii
All motors feature Dal; casing anti brae Ucsiur
beaiing coitsUuclior sup6110r strc n J: _.
zc 10 15 ao u s Uhl resistanCc
Single phase: 115V
CAPACITY 6 b ° ,, • Materials of Construction Cast Iron 1110 c
Cast Iron efficient
Thermoplastic '1110 uu1,u)li t
Stainless steel • Corrosion
Slalllles� SG:e gin:: .
• \' ;iii ;Il!IC 101 ..,.tu.....,. .,
Il lan Ual 'Jl)el ui:Ul!
• CSA listed niocie15
,-1f1 111oclels are designed for continuous operation and feature staintess steel harcitwire.
• 7°P9
Mound System Maintenance and Operation Specifications
Service Provider's Name J. Thompson, POWTS#4819 Phone (715) 248 -7767
POWTS Regulator's Name St. Croix County Zoning Phone (715) 386 -4680
System Flow and Load Parameters
Design Flow - Peak 600 gpd Maximum Influent Particle Size 1/8 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 ft' Maximum FOG 30 mg /L
Type of Wastewater Domestici Maximum Fecal Coliform >10E4 cfu /100 mL
Service Frequency
Septic and Pump Tank Inspect and /or service once every 3 years
Effluent Filter Should inspect and clean at least once every 3 years
Pump and Controls Test once every 3 years
Alarm Should test month)
Pressure System Laterals should be flushed and pressure tested every 1.5 years
Mound Inspect for ponding and seepage once every 3 years
Miscellaneous Construction and Materials Standards
1. Observation pipes are slotted and materials conform to Table Comm 84.30 -1, have a watertight cap,
and are secured in as shown in the mound component manual.
2. Dispersal cell aggregate conforms to Comm 84.30 (6)(i), Wis. Adm. Code.
3. All gravity and pressure piping materials conform to the requirements in Comm 84, 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
6 -8" Diameter Lawn M Threaded Cleanout
Sprinkler Valve Box Plug or Ball Valve
.......... Distribution
Lateral
g Sweep 90 or Two
45 Degree Bends Same
Diameter as Lateral
Project: Oakwood Land Development 4 bedroom residential mound Page 5 of 9
Mound System Management Plan
Pursuant to Comm 83.54, Wis. Adm. Code
+ General
This system shall be operated in accordance with Comm 82-84 Wis. Adm. Code, and shall maintained in accordance with its' component
manuals jSBD- 10691 -P (N.01/01) and SSWMP Publication 9.6 (01/81)] and local or state rules pertaining to system maintenance and
maintenance 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 Comm 83.33, 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 sealed 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 fitter 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 1/3 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 (October- February) dictate that the mound be heavily mulched
as . rotection from freezing.
9
Influent quality into the mound system may not exceed 220 mg /L BOD5, 150 mg /L TSS, and 30 mg /L FOG for septic tank effluent or
30 mg/L BOD 30 mg/L TSS, 10 mg/L FOG, and 10 cfu/100 ml- 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 cleaning 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 components) shall be immediately
repaired or replaced with a component of the same or equal performance.
If the mound component fails to accept wastewater or begins to discharge wastewater to the ground surface, it will be repaired or replaced in
its' present location by increasing basal area if toe leakage occurs or by removing biologically clogged absorption and dispersal media, and related
piping, and replacing said components as deemed necessary to bring the system into proper operating condition.
See Page 6 of this plan for the name and telephone number of your local POWTS regulator and service provider.
I
I
Project: Oakwood Land Development 4 bedroom residential mound Page 6 of 9
Elegy: - ��f�o' "� ■ so; /evQ�u4f.�o.
♦ E/0
• �oCAIded�o
sfan
p, Scrz/ . / = �d
I �1
/.at 39
n See /n. oFQ�.r�e.
Scar ✓t s-f�, Asa wwca(cltW = /0�.�'
P roposed m.ou.nd a-t; /9.43i
w/6 X'�oo'd :sPerset/ cell. F.ar(4 ,4v¢nue
\ ors �i ccS S c ec/ a ,� ,� • S3; -
o
P. ✓. C c'orc eaw', �� b
99.o'
P e o po sc c1 �icsxrCo
w
L P /260/
eoretb
n �
a i�•o' ,0 posed
Cpnfltie►''
40 pie. bu:/d;�� propel
5au�u T 6e i.-; Sul e �btdreo.»
a S,�r• e�,�.,,. 8�. 3ouv c� �� :dente
I
8 op9
�cl