HomeMy WebLinkAbout022-739-09-5407-SAN-2022-232 . ��'""""�� Department of Safety c°°°ty
SAWYER
� � � & Professional Services,
S . Sanitary Permit Number(to be filled in by C�
�_ . Industry Services Division
..,, . (�z 3� a � � �
Sanita Peri,l,llt A llCatl�n State l�ransaction Vumber �
�' pp PWTS-082202077-C �
In accordance with SPS 38321(2),Wis.Adm.Code,submission of this fortn to the appropriate governmental unit
is required prior to obtaining a sanitary pertnit.Note:Application forms for state-0wned POWTS are submitted to Project Address(if different than mailing ac W
the Department of Safety and Professional Services.Personal information you provide may be used for secondary �
putposes in aceordance with the PrivacyLaw,s. 15.04(l)(m),Stats. ��2(17�7 DT��!'�V� T A 1�7�'',
I.Application Information-Please Print All Information J71V i�i�1J�•1�L Lryi�
Property Owner's Name Parcel#
DAVID C. & SUSAN E. SCHREINER TRUST 022-739-09-5407
Property Owner's Mailing Address Property Location
N3778 SCENIC DRIVE
c,ovc.Lot �
City,State Zip Code Phone Number
LA CROSSE, WI 54601 _ �,,, ��,, se�hon 09
II.Type of Building(check all that apply) Lot# T 39 N R 07 E�dr w
C�or 2 Family Dwelling-Number ofBedrooms 3 A Subdivision Name
B�o�k# NA
❑PubliclCommercial-Describe Use NA
U City of
❑State Owned-Describe Use CSM Number ❑V illage of
#233;V2,F24 [�Fown of RAD1SS�N
IIi.Type of POWTS Permit:(Check either"New"or"Replacement"and other applicable on liue A. Check one box on line B.Complete line C if
a licable.)
A' �R lacement S stem ( p )
❑ New System ep y ❑ Other Modification to Existing System(explain) ❑ Additional Pretreatment Unit ex lain
B.
❑ Holding Tank ❑ In-Ground ❑ At-Grade �Mound ❑ Individual Site Design �Other 7�ype(explain)
(conventional) eo mat
C• ❑ Renewal Before ❑ Revision ❑ Change of Plumber ❑ Transfer to New Owner
List Previous Permit Number and Date Issued
Expirs[ion NK �6� a� $I�q q�
IV.Dispersal/Treatment Area and Tank Information:
Desig���(gpd) Design Soil�pplicatio Rate(gpd/stl Dispersal Area Required(s� Dispersal Area Proposed(s� System Elevation
� f•(� 225 292.50 29�. 99.50 FT.
Capacity in Total #of Manufacturer
Tank Information Gallons Gallons Units � a� V � � N �
New Tanks Existing Tanks � o a� � � p ^ �
a. V v� � v� i�, C7 A.
Septic or Holding Tank I500 �50� 1 X
Dosing Chambcr I500 1 SQ 1 WIF.SER x
V.Responsibility Statement-I,the undersigned,assume responsibility for instaliation of the POWTS shown on the attached pians.
Plumber's Name(Print) Pl s Signature MP/MPRS Number Business Phone Number
� �g l 7
Plumber's Address(Street,City,State,Zip Code)
��1l l�T� Cc. (R.i� rj �c�C
VI.County/Department Use Only
�A d � ❑llisapproved $ermit I�ee Date Issued Issuing Agent Signature
❑Owner Given Reason for Denial `��•�� � �� I�a �
Conditions of Approval/Reasons for Disapproval
� � ..� .. . . �, n �,r'�" -'—!
� f. J P
` � � � �l I't ��;`��i�a ';` �f � � �
a D ,
�� , :.:�4���. �.1 1...,.�.» �
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I �����r l d A�3G � 1 Z022 J .,
C S� � � — ��3 Ne�^i_r__. __ *�33O I
� SP;V�'Y��; �OiJivTY
Attach to complete plans for the system and submit to the County onl�on paper not less than S v2 x mc es m size
��{-�� �� NO R�FUNDS AFTER a3 I I'�
sB�-639g�R.os;22> 1 ` � ISSUE OF PERMIT
--�j
����\H I\/��`
Wisconsin Department of Safety and Professional Services ^�� '\� Phone:608-266-21 12
Division of Industry Services � `��,� Web:httn:Ndsps.N�i.goc
4822 Madison Yards Way - ��� � i__'� EmaiL'dspsra.«�iscon,in.guc
PO Box 7302 i` �
Madison,WI 53707 ��t�� '� � �-�,� TOIIy EVCCS,COVCCIIor
'�o,, ___- ,�';� Dan Hereth,Secretary
s..���..��.
August 30, 2022
CONDITIONAL APPROVAL Conditionally
APPROVED
PLAN APPROVAL EXPIRES: 2024-08-30 DEPT.OF SAFETY AND PROFESSIONAL
SERVICES
Plan Review: PWTS-082202077-C DIVISION OF INDUSTRY SERVICES
MARY JO HUPPERT
25720 Firefly Lane �„ jQ,v� �,,,�
Webster WI 54893 -- —__ _--------_--- --
SEECORRESPONDENCE
sITE: DAVID C. & SUSAN E. SCHREINER TRUST
6�3yl. �3�Z}_ci�l�_ i.:��:�.�.
Town of RADISSON
Sawyer County
Total Amount: $250.00
FOR:
Geomat Mound Component Manual- 5/18/22
Pressure Distribution Component Manual-Version 2.1
(May 2022-2027)
Descrintion:450 GPD(3 Bedrooms—Replacement)
Maintenance Required
The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin
Statutes. The submittal has been CONDITIONALLY APPROVED. This system is to be constructed and (ocated in accordance with
the enclosed approved plans and with any component manual(s)referenced above. The owner,as defined in chapter 101.01(10),
Wisconsin Statutes,is responsible for compliance with all code requirements.
No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s.145.06,stats.
The following conditions shall be met during construction or installation and prior to occupancy or use:
• Pump Floats to be set and verified ner approved alan. Anv changes mav result in aumu resizin$to meet TDH and GPM
Specifications. (On Float is 1.06 inches)
• Preserve dispersal area prior and during construction to avoid disturbance,compaction and use of the site.
• Any tall grasses,leaves and shrubs shall be cut short and removed prior to tilling the surface for installation to prevent matting
under the dispersal area. All loose organic material to be removed from POWTS Dispersal Area.
• Prior to construction of the disoersal area cheek the moisture content of the soil to a depth of 8 inches Smearing and
comoactine of wet soil will result in reducing the infiltration capacity of the soil Proper�oil moisture content can be determined
by rolline a soil samale between the hands. If it rolls into a 1/4-inch wire the site is too wet to prepare If it crumbles site
preparation can proceed. If the site is too wet to arepare do not proceed until it dries
• Divert surface water from POWTS Area.
• All piping shall conform to SPS Table 38430-3 and SPS Table 38430-5
• Insulate building sewer beyond 30 feet per SPS 382.30(11)(c)
• Tank Installation to follow all manufacture's recommendations.
• Verify property line(s)prior to installation.
• Well setbacks to meet chs.NR 811 & 812.
• Areas that are occupied with rock fragments,tree roots, stumps and boulders reduce the amount of soil available for proper
treatment. If no other site is available,trees in the basal area of the POWTS Dispersal Area must be cut off at ground level. A
larger fill area is necessary when anv of the above conditions are encountered, to provide sufficient infiltrative area.
Owner Responsibilities
• The current owner,and each subsequent owner,shall receive a copy of this letter including instructions relating to proper use
and maintenance of the system. Owners shall receive a copy of the appropriate operation and maintenance manual and/or owner's
manual for the POWTS described in this approval SPS 383.54(l).
• In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard,the
property owner must follow the contingency plan as described in the approved plans.
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. 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 Industry Services reserves the right to require changes or additions should conditions arisc
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,strocture,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 and the POW"I'S management plan to the owner and any others who are
responsible for the installation,operation or maintenance of the POWTS.
Thanks,
�/tim U.a�r.�il oC�eea�
POWTS Plan Reviewer—Wastewater Specialist
Department of Safety&Professional Services�Division of Industry Services
Email: tim.��andcrlrest(a���visconsin.�o��
Cell: 608-5 I 6-6134
AND PRESSURE DISTRIBUTION COMPONENT DESIGN
INDEX AND TITIE PAGE
�NRIl1'�flf0 �
Project Name: DAVID C.8 SUSAN E.SCHREINER TRUST
Owners Name: �SAM� �°^°,��°^•,�
__naaAevE�--
Owners Address� N 3778 SENtC DRIVE "°` "�°""`
LA CROSSE,WI 54601 ��ES
�f1�0
Propeity Address: 6739 N BRECKE LANE
LegalDescriprion: S 9 T 39 N R 7 W
Township Radlsson County:SAWYER
Subdivision Name: GOV i.�OT 4
Lot Number A Bbck Number' NA CSMIF: 233;
Parcel I.D.Number 022-739-09-5407 V2.P24
Plan Transac[bn No:
h1dCX PaQ@S
Page 1 Index and Mle Page 9 7ank cross sedbns
Page 2 Data entiy Page 10 Pbt elan
Page 3 GeoMat mound drawings Page Filter specs
Page 4 Lateral and dose lenk Page Soil test
Page 5 Distribution media Page " "
Page 6 System maintenance specifications Page " "
Page 7 Management and contingency plan Page Aerial
Page 8 Pump curve and specfications aR„�„Mc:�; Skxvc;
MARY JO NUPPERT License Number: 1859-007
Date: 08/16122�_ � P�one Number 715-426-1775
Sgnalu �a�°�"f:f+Yv✓,r���/• •.t,��.'
1�D��; .'�',$ % State of Wisconsin Approval Stamp:
�����..�AaRY . ✓P �r
� k ,
t
% � Oesi¢�eE Pursuar�t ta tl�e
S�¢rBY SYstems L.LC..GeoMat Moud Componenl Manual(Edition 7,20171.(N.4/17),yrlAY�zZ
991�y�PohticaEion 9.6 Design of Preasure DisUi6u6on Nehrorks for ST-SAS(Ot/81)and
Pressiwq;l#b`I�lli4n �'4mnDwientManualVer.$.CSBD-10706-P(N.01/01.R.10/12)/�a-�2czi-^nAY 2oZ.,�
z.t
GeoMat Mound Edition 1,2017 Page 1 of 15
Mound and Pressure Distribution Component Design
Design Worksheet
ite Information
'4 R Residential or Commercial Design �N ISD Required?
� 300.00 Estimated Wastewater Flow(gpd)
1.50 Peaking Factor(e.g. 1.5= 150%)
450.00 Design Flow(gpd)
1.00 Site Slope(%)
99.00 installation Contour Line Elevation(ft)
18.00 Depth to Limiting Factor(in)
� � � 1.60 In-situ Soil App�ication Rate(gpd/fl�)
70.00 Contour Length Available(ft)
istribution Celt ( orma ion .
6.50 Cell Width(ft)325. 6.5 or 975 Ony 45.00 Designer Input Cell Length(ft)
2.00 Dispersal Celi Design Loading Rate(gpd/ft) � 45.00 Dispersal Cell Length Required(ft)
'��� 2 Influent Wastewater�uality(1 or 2)
ressure Distrib on n rtn ion
E Center w End Manifold Are the laterals the highest point
2 Number of Laterals in the distribution � Y�
325 Lateral Spacing(ft) network?
4.57 Forcemain Drainback(gat) If N above, enter the elevation(ft)
0.50 Forcemain Filter Loss(ft) of the highest point. 0
2.00 Forcemain Diameter(in)
28.00 Forcemain Length(ft) Dces the torcemain drain back?0
92.00 Inside Pump Tank Elevation (ft)
0.756 Orifce Diameter(in)(e.g.0.25)
1.83 Estimated Orifce Spacing(ft)= 6.09 ftZ/orifice
4.55 System Head (ft)x 1.3
7.91 Vertical Lift(ft)
0.41 Friction Loss(ft)
13.38 Total Dynamic Head(ft)
40.10 Sx Void Volume(gal)
44.66 Minimum Dose Volume(gal) `
25.85 System Demand(gpm) I
ame er Selection ,
Laterel Diameter Selection Manifold Diameter Selection
in.dia. options choice in.dia. options choice
OJ5 '� 1.25 x I �--
t.00 1.50 x X
t 25 x 2.00
1.50 x X 3.00
2.00 x
3.00 x
anufacturer Information
Treatment Tank Information EfFluent Filter Information
1500.00 Septic Tank Capacity(gal) '-SEE PUMP TANK �Filter Manufacturer
Wieser Concrete Products, Inc. Manufacturer SEE PUMP TANK �Filter Model Number
Dose Tank Information Gallons/Inch Calculator�op�'�onal)
1500.00 Dose Tank Capacity(gal) � Total Tank CapacitY(9a�)
42.12 Dose Tank Volume(gal/in) Total Working Liquid Depth(in)
Wieser Concrete Products, Inc. Manufacturer gal/in(enter result in cell DoseTankVolume)
Projed: DAVID C.&SUSAN E.SCHREINER TRUST Page 2 of 15
Mound Plan View
- -1
_ _
� J
1/T 10 B� ObservatwnPipe 3 _ I
K ^ _ ��. t
s llA
W I_ � T
B I
� I
1J
� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �
L
oun ompo �mens ons
A 6.50 ft E 6.78 in H 1.00 ft K 8.22 ft
B 45.00 ft F 14.50 in I 7.03 ft L 61.45 ft
D 6.00 in G 0.50 ft J 6.43 ft W 19.96 ft
292.50 (ftZ) Dispersal Cell Area 608.89 (ftz) Basal Area Available
10.00 (gpd/ft) Linear Loading Rate 4.50 (ft) 1/10 B Obs. Pipe Placement
Mound Cross Section View
GeoMat Dispersal Area
Observation Pipe
12"ASTM C 33 sand as GeoMat
required for Geo Mat Distribution Cell
component � GeoMat+12"ASTM C-33 sand
/
= H .� G
101.71 Finish Grade Cover Material
100.58 Lateral Invert Elevation �" � ���'�
99.50 DispersalCell � � �:�-. Slope 1.0
Elevation E ' '
ContourElevation 99.00
�% Tilled Area
Forcemain
In situ soil �
In situ soil
Shading Key
I 0 Topsoil Cap
Z 0 Subsoil Cap
3 0 ASTM C 33 sand (F)
J � ASTM C 33 sand (D)
5 � Tilled Layer
6 � Geo Ma[
See details on page 4 for number, size, and spacing of laterals.
Project: DAVID C. 8 SUSAN E. SCHREINER TRUST Page 3 of 15
End Connection Lateral Layout Diagram
.'�i=Tum-upwj6a valveorcleanoutplug �.Or[leanoUt
lst orifice located at Z �Z l
;All orifices point down ed at 1
_ ____ __. ..... x ._ -__ ___ ..._.. ._.-"
P u
��laterals&force main of PVC Sch 00 per SPS Table � 30-51
Number of Laterals 2 Orifice Diameter 0.156 in
Lateral Diameter 1.50 in Onfce Spacing(X) 1.90 fl
Lateral Length(P) 44.35 ft Orifces per Lateral 24
Lateral End(Z) 0.65 k Orifice DensiTy 6.09 ft�/orifice
Lateral Spacing(5) 3.25 k Manifold Leng[h 3.25 ft
Lateral Flow Rate 72.92 gpm Manifold�iameter 1.50 in
System Flow Rate 25.85 gpm Forcemain Velocity 2.64 ft/sec
Dose Tank Information
i.,��.����E. ,.��i,,,:,.�,�„Lc,�,.i. -
i�,.-�:���_a�.���.,•,��d�.,�o,r�i,i.��i
Ilcco-Kalbuc J"Velucdln.cr '�I
as per V LC:00 �.
a iJ 1Pti:Il.iR\\��
.a-. �l . F'_i�haJfraJc :1i . !i-1 {. �)I .. _ _Ll_-�i�-1
, , Uismmccl j
A'cl -�n ow 1'itk I � op lo I Ma11 nl��e
\\-csl'romll i � , j'`�- � um i M<Jol
� Illue Iln EJ veJ
. �upi��.mi���ic� Forcemaln eiameter
J Inle� t5L'ilw I� � . - 2 Ifl.
� I � �D
Ra'st.p ��I� � / �":�cuinnp'i
and xalcr . t_ ,.c i a no�
Ai Ii�hlE.askc� 'utlFn inJ Purmo
'.�.Un'pnrle,n�n '
Sim/TechFilter ,! ��r��������•���� .
STF100 1/16 illigh.vaceralam��! _
� Yump On Iloat� ��
� `' � —` �--Pump oR elevatbn(ft)
�' rumromriu,�� �� r���„„ r-, 92.67
�� .
D
'. �+I,�k I � t_ Dose tank elevation(fl)
;� .".I7eJdin�undcr Ian..., . . ..n. _ �ii�i��;�r:ii;`:`.. . 92.00
Dimension Inches Gallons Wieser Concrete Products,Inc.
A 24.55 1034.14 Capaci 1500.00
B 2.00 8424 Volume 42.12 gallinch
C 1.06 44.66
D 6.00 336.96
Total 35.61 1500.00
FilterManufaclurer .Sim�Filter �
Filter Model Number STF 100 1116
Alarm Manufacturer SJE Rhombus .�
Alarm Model Number AB TANK ALERT
Pump Manufacturer Zoeller Company �
Pump Model Number' � �98
Pump Must Deliver 25.85 gpm at 13.38 ft TDH
Note�. Switches containinq mercury may not be used in this system.
Projed: DAVID C.8 SUSAN E.SCHREINER TRUST Page 4 of 15
GeoMat Distribution Cell Media Layout
6.50 Cell Width(ft) 1.63 Sidewall to La[eral(k)
Distribution Celi Cross-section Arranpements
� - -
omponent Legend
� Distnbution Pipe With Pressure La[eral L.J Orifce Shield
� Tumup Enclosure — — — — — Pressure Lateral
GeoMat is covered with appmved geotextile fabric as per the their product approval.
Distribution Cell Plan View Layout-Typical
6.50 Cell Width-A(ft) 45.00 Cell Length-B(ft)
End Connection Lateral Layout Diagram
.- .-- - - - - - - - - - � � _ _ J
� ....� � � � ...�. _ _. _ _ _ _ _. .� � _. J
Typica Dispersal Ceil
Sand Fill Recommendetl Distribution Lateral
' � -� Orifice Shield
PiOe Dia. � Approved Infltrative Fabri<
��._.�JK_��s��^' �QAY Il'.--' -
I :-j2•�g�;�. :.:.: GeoMat
� = � � —�• � _ Component
p . / ^dEiomJA�TT,ICA..ai'.' .
Infltrative Surtace/Plow Layer
I.�r.:mp Fvl.v
ervat on Pipes ha g ey
rWaie,Ti�h��
� I 0 Topsoil Cap
ro��Finoge I <"M�� �, N Z 0 Subsoil Cap
neb„ ; � ASTM C 33 sand (F)
'"" 4 0 ASTM C 33 sand (D)
i•rn�,� �I i�soaua� 5 Q Til�ed Lay¢r
,,� 1 nd/Geo � �1' Min
� � 6 0 Geo Mat
I��.CI.Q'�,��. ' �'/2"1!i_ni:ieicbarl,
' 4ri�^�calma�c�d.
See Oefails on page 4 for number,size,anA spaciig o!late�als.
Prqed: DAVID C.8 SUSAN E.SCHREINER TRUST Page 5 of 15
Mound System Maintenance and Operation Specifications
RED'S SEPTIC SERV�CE 8 REPAIR LL � Phone 715-934-9412
POWTS RegulatoPs Name ISawyer County SPIA-Zoning Administration � Phone (715)634-8288
erwce row ers ame _ _ -- —
Svstem Flow and Load Parameters
Design Flow-Peak 450 gpd Maximum InFluent PaRicle Size 1/8 in
Estimated Flow-Average 300 gpd Maximum BODS 30 mg/L
Septic Tank Capacity 1500 gal Maximum TSS 30 mg/L
Soil Absorption Component Size 292.5 ftz Maximum FOG 10 mg/L
Type of Wastewater pomestic Maximum Fecal Coliform 10E4 cfu/100 mL
Service Frequency
Septic and Pump Tank Ins ed and/or service once eve 3 ears
Effluent Filter ins ed and clean as necessa at least once eve 3 ears
Pump and Controls Test once eve 3 ears
Alarm Should test eriodicall
Pressure System Laterals should be Flushed and ressure tested eve 3 ears
Mound Inspect for ponding and seepage once every 3 years
Other
Miscellaneous Construction and Materials Standards
1. Observation pipes are slotted and materials conform to Table SPS 384.30-1, have a wateRight cap and are secured in as
shown in the Synergy Systems GeoMat Mound Component Manual Version 1, 2017.
2. Dispersal cell media conforms to GeoMat products approved for use with the Synergy Systems GeoMat Mound Component
Manual Version 1,2017. Media is covered with an approved geotextile fabric.
3. AI�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.
Laterel Tum-up Detail
6-8" Diamerer Finished Threaded Cleanout
Lawn Sprink�er Grade \ Plug or Ball Valve
Box �
L
Lateral Ends at Last Orifice Where
� Long Sweep 90 or Two
��45 Degree Bends Same
Diameter as Lateral
� Distribution Lateral � Laterel Cleanout �
1.8 Feet
Project: DAVID C. 8 SUSAN E. SCHREINER TRUST Page 6 of 15
Mound System Management Plan
Pursuant to SPS 383.54,Wis.Adm. Code
General
This system shall be operated in accordance with SPS 382-84 W is.Adm.Code,and shall maintained in accordance with its'component
manuals[Synergy Systems LLC.,Geomat Mound Component Manual version 1, 2017,Pressure Distnbution Component Manual Ver.2.0
SBD-10706-P(N.Ot/01)and SSWMP Publication 9.6(01/81)]and Ixal or state rules pertaining to system maintenance and maintenance
reporting.
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 nsers 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 taiWre must be replaced. Exposed access openings greater than 8-inches in diameter shall be secured by an effective locking
device to prevent accidental or unauthonzed entry into a tank or component.
Septic Tank
The septic tank shall be maintained by an individual certifed to service septic tanks under s.261.48, 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 6y inspection.
The outlet flter shall be cleaned as necessary to ensure proper operation. The filter cartridge should not be removed unless provisions
are made to retain solids in the tank that may slough off the flter when removed from its encbsure. If the filter is equipped with an alartn,the
filter shall be serviced'rf the alarm is activated continuously. Intermittent filter alarms may indicate surge flows or an impending continuous
alartn.
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 tnennial assessment,maintenance personnel shall advise the owner as to
when the ne#service needs to 6e pedormed to maintain less than maximum scum and sludge accumulation in the tank.
The addition of biological or chemical adtlitives to enhance septic tank perfortnance is generally not required. However, it such products
are used they shall be approved for septic tank use by the W isconsin Department of Commerce.
Pump Tank
The dosing(pump)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 flter is installed within the tank it shall 6e inspected and serviced as necessary. If fhe force main has a weep hole,it
should be noted if it is functional during pump operation,and if not,it should be cieaned.
"**`No one should ever enfer a septic or dose tank since dangero�s gases may 6e present tha!could cause death.'*'*
Mound and Pressure Dishibution System
No trees or shrubs should be planted on the mound. Plantings may be made around the mound's penmeter,and the mound shall be
seeded and mulched as necessary to prevent emsion and to provide some protection trom 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 penetratioa Cold weather installa6ons(OctobervFebruary)dictate that the
mound be heavily mulched as protecfion from freezing.
Influent quality into the mound system may not exceed 220 mg/L BODs, 150 mg/L TSS,and 30 mg/L FOG for septic tank effluent or 30
mg/L BODs,30 mg/L TSS, 10 mg/L F06,and 10°cfu/100 mL for highly[reated effluent. InFluent Flow may not exceed mawmum design flow
specified in the permit for this installation.
The pressure distnbution 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 3 years. When a pressure test is pertormed it should be compared to the initial test when
the system was installed to detertnine if orifice clogging has occurred and if onfce cleaning is required to maintain equal distribution within
the dispersal cell.
Observation pipes vnthin the dispersal cell shall be checked for effluent ponding. Ponding levels shall be reportetl to the owner,and any
levels above 4 inches considered as an impending hydraulic failure requiring additional,more frequent monitoring.
Continqencv Plan
If Ihe 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 ihe same or equal performance.
If the mound component fails to accept wastewater or begins to discharge wastewater to the ground surtace,it will be repaired or
replaced in its'present location by increasing basal area if toe 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 6 of this plan for the name and telephone number of your local POWTS regulator and service provider.
Project: DAVID C. & SUSAN E. SCHREINER TRUST Page 7 of 15
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WLP1500—FDL
TANK SPECIFICATIONS � �
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149" DIMENSIONS: a �
WALL: 3" � o
BOTTOM: 3" a a
COVER: 5"
MANHOLE: 24" I.D. PRECAST CONCRETE RISER �
HEIGHT: 53-1/2" O.D. ii
LENGTH: 149" O.D. 'a
!� _== = = = J. = " J = = = �. VADTH: 78" O.D. -
BELOW INLET: 42" O.D. J
�I 4" CAST-A-SEAL I�' 4" CAST-A-SEAL LIQUID LEVEL' 37" a > k'
� � � � II. WEIGHT: 15,000 LBS. � � o
� 0z4 � INLET AND OUTLET:
� TYp � 1 � 4" CAST-A-SEAL B00T OR EQUAL
� � � FILTER OR ' ��, INLET AND OUTLET BAFFLE AND FILTER: 3 $
�I BAFFLE II SEE DETAIL /�70 > � �
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LIQUID CAPACITY: 42.72 GAL/IN �
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HOLDING TANK: � a �
OUTLET HOLE PLUGGED � � "
ACTUAL CAPACITY: 1643 GALLONS y,� �
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TOP VIEW lOADING DESIGN: 8' 0" UNSANRAlED SOIL W '�"
TANK CAN BE USED AS: �. �
SEPTIC/ HOLDING/ PUMP OR SIPHON C.�' � cp
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COVER: MIX DESIGN �8 (NO FIBER) � z �
TANK: MIX DESIGN #9 (SMALL FIBER) � o �
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CUSTOMIZED TANKS: � � N
;� FOR CUSTOM TANKS CONTACT WIESER CONCRETE �^'�
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FOR APPROVAL
APPROVED BV: SHEET N0.
APPROVAL DATE: 1
TANKS ARE MANUFACTIIRED TO MEET OR EXCEED ASTM C-1227 REQUIREMENTS
PRODUCTS NEEDED BY: /�F �
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