HomeMy WebLinkAbout026-176-00-1700-SAN-2023-275 :;: Industry Services Division Coimty L �
- 1400 E Washington Ave .J�,�,�,; � ,r' �
; ,,a� := P.O.Box 7162 Sanrtary Permit Numb (to be Sllod in by Co �
s Madison,WI 53707-7162
- - li° � � i, (r > S�
- - �
Sanitary Permit Application State Transac[ion Number �
In accordance with SPS 383_21(2),Wis.Adm.Code,submission of this fam to the a�propriate govcmmentai unit �^ �`3 ! b2 i�d��a� � ,,,,)
is requirad prior to obtaining a sanita[y permit Note:Applicatioa fomu for state-owned POWTS are submiUed to Project Address(if�i'r ierent thmt mailing �
the Department of Safety and Pcafessional Services.Personal infmmation you provide may be used for secondary j I4:J AJ ��u�}fC-�'j l�c"
in accordance with the Priv Iaw s_15.04 1 m,Stats.
I. A lication Information-Please Print All Information 5' �. � 3(p
Property Owner's Name Parcel# �
�f��t��� L-a.l�4c. L[,�. b�6- ��6_oo- t r��
Property Owner's Mailing Address Property Location
c�.2`� 3� � � N �,�--�
City,State Zip Code Phone Number ���_.�►Section�
{,./ �t �7 (cir�le one)
'` r I ' J� T�N; R_�__Eor�
IL Type of Buitdin (check all that appty) Lot#
�1 or 2 Family Dwelling-Number of Bedrooms � I � Subdivision Name
Bi�k a �,hS�'� Pb"��
❑PublidCommercial—Describe Use �
❑Ciry of
❑State Owned—I�sctibe Use CSM Numbcr ❑ Village of
'� �Town of ,
III.Type of Permit: (Check only one boa on line A. Complete line B if applicable)
`�� ❑New System �Replacement System g P Y
❑TreatmenUHoldin Tank Re lacement Onl ❑Other Modification to E�tisting System(explain)
List Previous Permit Number and Date Issued
B• ❑Petmit Renewal ❑Pem�it Revision ❑Change of Plumber ❑Pe�mit Transfer to New Q�_3�, 1
[3efore Expirati� Owner l 10 ((� Q�
IV.T of POWTS S stem/Com nent/Device: Check al!that a I
❑Non-Pcessurized In-Ground ❑Pressurized In-Ground ❑At�'irade ❑Mound>24 in.of suitable soil �Momtd<24 in.of suitab(e soil
❑Holdmg Tank ❑Other Dispersal Componeai(explain) ❑Pretreaiment De ice(explain) _
V.Dis rsaUl'reatment Area Information:
Design Flow(gpd) Design Soil Application Ra � Dispesal Area Required(s� Dispersal Area Proposed(s� System Elevation
�,5e� o,� /.a �y�"o �1 0 9�0� 7S
VI.TBnk Info Capacity in Total !1 of Manufacturer
Gallons Gallons Units � � �
Q$ U
New Tanks E�ci.umg Tanks y�cQ � � a°�i .o m �
t�U i%� bv, vi u..O 0.
Septic or Holding Tank '�yy� �yry � W 1 G
VI��G� c�a�r.
Dosmg Chamber O �
VII.Responsibility Statement-I,the andersigaed,assume responsibility for instsllation of the POW'I'S s6own on the attac6ed plans
Plumber's Naure(Print) 1 Plumber's Signature MP/MPRS Number Business Phone Number
- o 'e(5�� �� 7�.5-1v�1�'�D�l�1`
Plutnber's Address(Street,City,State,Zip C e)�
� (.c)� ����C=,�e Cc>� 5�f���
vIII. o /De artment use n�
� o Pemtit Fee Date Issued Issuing Agent Signature
P.�P ❑Disapproved S
j�f � j D�(& �..i-S �G�-�l L.lr-�t�c4a
❑Owner Given Reason for Denial -1,�•
IX.Condirions of Approval/Reasoes for Disapproval
����� ��� �5T �3 - � ��i
�
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Attach to complete plaas far the spstem aod suDmit to the Coonty only on paper eot less t6ao 812:11 iee6es �'� {j 1�','•� 1
as ,
� �----' 'i
�� � «� �� � - .�
3 g s q OCT 17 2023
NC REFUNDS A�7ER ';:;;� ��
SBD-6398(R 08/14) IS����OF F'��"i��T ,d� � SAWYFR Ct�i�ti�;i�"
, -.~�-�"�� _�.�.���y�y ZONING ADMIfVISTR,�rIt�IV
�1��
� \, i ��.'/ � �
, Wisco.isin Department of Safety and Professional Services '�-� Phone: 608-266-21 12
Division of[ndustry Services `, Web: httn �;dsps �ci �o�.
4822 Madison Yards Way ; �a ; Email: dsns �r�� isconsin.�,o�
PO Box 7302 '
tvtadison, wt 53707 = � Tony Evers, Governor
`��''--., ���� Dan Hereth, Secretary
� ..�,,..�.
CondiiionaNy
october 4, zoz3 APPROVED
DEPT. OF SAFETY AND PROFESSIONAL
CONDITIONAL APPROVAL SERVICES
PLAN APPROVAL EXPIRES: 2025-10-4 DIV{SION UF ilYC1!SS i k 'r" ��RYICES
Plan Review: PWTS-102302212-C �� ��a�
Aaron Nielsen __—
N961 Leach Lake Rd SEE CORRESPONDENCE
Barronett, WI
SITE:
Shtan Lake LLC
5767N Mutters Rd
Sawyer County
Town of Sand Lake
S21 T39N R9W
FO R:
----- ,
Description: 3 Bedroom- 450 GPD
21" to limiting factor- Effluent Filter - Mound Component Manual — Ver. 2.1, SBD- II
Maintenance required. 10691-P (5/22-5/27) I
; Pressure Distribution Component Manual — Vec
' 2.1 (May 2022-2027)
Verify proper dose is achieved and system is not being over dosed.
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 located 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:
Reminders
• The site shall be properly prepared prior to plowing. Any grasses longer than 6" shall be cut short and
removed. To avoid matting, any leaves or �oose organic matter shall be raked up and removed. Cut trees
and shrubs flush to the ground and leave stumps. Avoid operating equipment on the
Mound site. If necessary, use only tracked equipment, during dry conditions, with minimal passes, to avoid
compaction.
• Components and soil removed from an existing drein field shall be properly disposed of so that there is no
' risk to public or environmental health.
• A sanitary permit must be obtained from the county where this project is located in accordance with the
requirements of Sec.145.19,Wis.Stats.
• Inspedion of the private sewage system instaliation 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.
Stats.
• A state approved effluent filter is required.Maintenance information must be given to the owner of the tank
explaining that periodic cleaning of the filter is required.
• A copv of the approved plans,specifications and this letter shall be on-site durin�construction and open to
inspection bv authorized reqresentatives of the Deqartment,which mav include local inspectors.
Owner Responsibilities
• The current owner,and each subsequent owner,shall receive a copy of this letter.Owners shall aiso receive a
copy of the appropriate operation and maintenance manual(s)and be responsible for ensuring that POWTS is
operated and maintained in accordance with this chapter and the approved management plan under s.SPS
383.54�1�.
• 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.
• 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.
In granting this approval the Division of Industry Services reserves the right to require changes or additions should
conditions arise making them necessary for code compiiance.As per state stats 101.12�2),nothing in this review
shali 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 and the POWTS management plan to the owner and
any others who are responsible for the installation,operation or maintenance of the POWTS.
Sincerely,
fo��iuc�/�o-�.ul�y
loshua Rowley
POWTS Plan Reviewer,Division of Industry Services
(715)634-5124
Joshua rowlevC�`Nisconsin.�ov
Silver Tip Excavating
N961 Leach Lake Road
Barronett, WI 54813
715-468-2603
Aaron Nielsen MPRS/CST 220009
715-645-0744
Ayric Nielsen MPRS 231330
715-645-2503
Our plan!
We want to put a new 3 Bedroom septic in for our customer.
This septic will be the 3rtl septic for this site.
They have an existing 1000/600 gallon huffcutt septic
/pump tank up by the house.
I want to use the existing tank and pump to pump effluent
to the new tank. We want to keep the existing tank for
landscaping reasons. There are some trees and yard that
they don't want to tear up.
The new tank will be placed down slope, for the mound to
drain back to. The new tank will be well below the�existing
house building sewer line. So the old tank could easily be
eliminated , if something was to happen to it. The existing
septic/pump tank that I want to leave in would help clean
up the effluent going to the mound.
I hope this helps you understand what I'm purposing on my
plan.
My cell # 715-645-0744
Thank You,
Aaron Nieisen
Siiver Tip Excavating
9/13/23
MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN
INDEX AND TITLE PAGE
Project Name Shtan Lake LLC
Owner s Name: Shfan Lake LLC
Owner's Address. 8524 33RD Ave N New Hope MN 55427
Conditionalty
D
DEPT.OF SAFETY AND PROFESSIONAL
DIVISION OF INDUSTRY SERVICES
Legal Descnptloo Sec 21 T39N R09W
Township: Sand Lake �� �
COUf1ty. SawYe� � � � SEE C�rRESPGNDENLE.
Subdivision Name Sunset Point
Lot Number 17 Block Number
ParcellD Numbec 65-004-2-38-13-22-404-000-001000
Plan Transaction No
Page 1 Index and t�le
Page 2 Data entry
Page 3 Mound drawmgs
Page 4 Lateral and dose tank
Page 5 System mamtenance specifica6ons
Page 6 Management and contingency plan
Page 7 Pump curve and specrficatwns
Page 8 Plot plan
Page 9 Tank info
Page 10 Fllter info
Page 11 Ex�sting tank
Page 12 Existing pump curve
Desgner Aaron Nielsen License Number 220009
Date. 09/07l23 Phone Number 715�45-0744
Sgnature 'i `� � �
Designed Pursuant to me
Mound Component Manual for POW7S Versao 2A SD&10691-P(N. 07I01�.and both
SSWMF Publication 9.6 Design ot Pressure Distribution Nelworks for ST-SAS(01I81)arW
Pressure Distnbutbn Compone��Manua�Ver. 2.0 S60.1010frP(N.OtlOt)
' Version 7 0(R. 03/2012) Page 1 of 12
i
Mound and Pressure Distribution Component Design
Site Informatlon
R Residential or Commercial Design NoM Sana fill(D)wkulaWos assume a
300.00 Estima[ed Wastewater Fbw(gpd) rabie 3a3-a�-3�n-sAu sai veacmem ror
lecal mlMorm of<= 36 inchas
1.50 Peak�ng Factor(e g 1 5 = 150%)
450 0 Desgn Flow(gpd)
6.50 Site Slope(%)
95.50 Contour Lme Elevatan (ft)
21.00 Depth to Limiting Factor(in)
0.60 �n-sdu Soil Appllcatron Rate(gpdRN)
Distribulion Cell Infortnation
45.00 D�spersal Cell LengM Abng Contour(ft) = 10. ell Width(ft)
1.00 Dispersal Cell Design Loading Rate(gpd/it')
1 Influent Wastewater Quality(1 or 2) Are the laterals the highest point
in the distnbution Y _�
Pressure Disributio� IrMormation neMrork� � °r N
E Center or End Manrfold
3 33 Lateral Spacing (ft) If N above, enter the elevation (ft)
----
3 Number of Laterals of the h�ghest pomt _
0.156 Orfice Diameter(in)
3.19 Orfice Spacing (ft) = 10.71 '/onfice
2.00 Forcemam Diameter(in)
70.00 Forcemain Length (ft) Does the forcemam draln back7 Y
80.00 Pump Tank Elevation(ft)
4 5 System Head (ft) x t 3 11 4 Forcemai� Dremback �gaq
16 92 Vertical Lift(ft) 59 5x Void Volume (gal)
0 8 Friction Loss (ft) 71 Minimum Dose Volume(gal)
0.00 In-Ime Filter Loss (ft) 22 62 System Demand (gpm)
22 27 Total Dynamic Head (ft)
Wtenl Diameter Selection Man'rfold Diameter Selection
in dia o tions choice in dia o Uons cho�ce
075 125 x _
1 AO x 1 50 x X
1 25 x 2.00
1 50 x x 3� �
2 00 x
3 00 x
Galbns/lnch Calculator
Treatment Tank Information Total Tank Capadry(gal)
1000 00 Sep6c Tank Capauty (gaq Total Working liqwd Depth (in)
Wieser Manuhacturer �J gaUm �enter resuR m cNl 849)
Dose Tank Informatio� Eifluent FiRe�Infortnation
602 82 Dose Tank Capacity(gaq PolyLok Commerclai Fitter Manufacturer
11 82 Dose Tank VWume(galfin) 525 Filter Model Number
Welser Manufacturer
Pro�ect Shtan Lake LLC Page 2 of 12
Mound P1an and Cross Section Views
T
v�o e �
oa�►a� � _ j
K T
5 A
w —
B
�
-�- -�—
� -
Mound Component Dime�ans
10. E 22. 'n H 1. K 10.1
45. F 9. -n z 'I1.8 L 65.2
D 15. n G 0. J 6. W 28_2
450. (f�} Di�persal Cell Area 985.2 (ft2) Basal Area Available
10. gpd/ft) L+near Loading Rate 4.5 (ft) 1/�i 0 B Obs. Pipe Piacement
Mound Cross Section View
Aggregate Dispersal Area
FinisNed Grade 98.54 (ftj ---r
1 2 G ♦ H
1
F ��i 9725(ft) Lateral
96_75(ft} —r — lnvert
Dispersai Celi
Elevation D
a
.50 (ft) Contour Elev�tion
6.5% Site Siope
Geotextile Fabric Cover
Shading Key �� � Dispersal Ceil � �� �;� �
1� — Topsoil Cap gs� 1.5 ft � Page 4 for number, s+ze,
f�l � Su6soi) Caq � 1 and spacing �Iaterats.
• -----�- --- -- --��-
._. ._. _ - ".--:�-.- '..i.'GYi.5�:CC(�W.';�
��ASTM C33 Sand � �— . ` ' "r. F spaced fran the
�_Tilled layer �P �'' T Latere� aistribution celrs
- Q A99�9ate �u�y ceMeAine in the
�A-♦ diStribution cell(Ax8).
Project Shian Lake LLC Page 3 of 12
End Connection Latenl Layout Diagram
Fa.emaincomec�ro��na�wa.;eesse�.r.�,ywpWran�poe�r LMe�alsreMeMK�
�
—__�__-- —.
.. ._.._-� �'
_._ __"_.
r __ .. , �
•=Turn-uD`k�a1lv�Mor �f-j(—+I<d2 d2+1 Lalereh8(aCemen5Ch40PYC (
oi��noutdup per SPS Teltle 381 30�
Fbks dM0 rn�M Ga�om d Me larw N
Number of Laterals 3 Onfice Dlameter 0 1 in
Lateral Dlameter 1 50 m Onfice Spacing (X) 3 3
Lateral Length (P) 43.5 Orfices per Lateral 14
Lateral Spacing (S) 3.33 Onfice Densi[y 1071 '/onfice
Lateral Flow Rate 7 54 pm Manrfokl Length 6 6
Sys[em Flow Rate 22 62 pm Manifold Diameter 1 5 in
Total Dynamic Head 22 27 Forcemain Velocrty 2.31 sec
Dose Tank Information LockngcoverwRtiwaming
iahei arb bdung device arM
� Seakd wateRght
E�ectrral as per NEC 300 and —�
SPS 376.300 W4C �4in ^"^
Discon�ect ��
\�
Tank mmponant is propeAy vente0 <— A1lemate outlN
bGatqlt
Forcemem d�ametar
elser ManufacNrer 2��
Ca 602.82 Galbns fi
Volume 11 82 gaUinch A
weep twk or anb-
Dimenswn Inches Gallons B Sp^o^��'�
A 38 96 460.54 C
B 2 00 23 64 � �w^a ofl e�a�p"lrt)
C 6 04 71 36 80 33
D 4 00 472 p
Total 5100 602.82
Dose tank elevation(11)
� ~ 8�.0
3" Beddi un er tank.
_—._ _
Alarm Manuafacturer SJE Rhombus `
-- ____ __
Alartn Model Number 101 HW ' -;.:; , „ - �
— --J �
may nol be used in
._. .--------�
Pump Manufacturer Zceller 'n:s s�s+.e^
Pump Nbdel Number 152
----. _ __
Pump Must De6ver 22 62 pm at 2227 TDH
ProjecY. Shtan Lake LLC Page 4 of 12
Mound S�atem Maintenance and Opention Soecfications
Service Provfders Name f�• . , r-'c l;� , � Phone , ; r•v 5 . ,`I,+
POWTSRegulatofsName �.,ti�,c , �� � �t� 7� ,.,y Phone 715-oiy-3zily
SYstem Flow and Load Parameters
Desgn Flow-Pea 450 pd Maximum Influent ParUcle Siz 1/8 in
Estlmated Flow-Averag 300 pd Maximum BOD 220 mg/L
Septic Tank Capac 10C'�' al Maximum TS 150 mg/L
Soil Absorptan Component Siz 450 Mawmum FO 30 mg/L
Type of Wastewa Domestic Maximum Fecal Colrfo >t0E4 fu/100 mL
Service Freauencv
Septic and Pump Tan Ins t and/or service once eve 3 ears
Effluent Filt Should ins t and clean at teast once eve 3 ears
Pump and Control Test once eve 3 ears
Alarm Should test rtronthl
Pressure System Laterals should be flushed and essure tested eve 1 5 ears
Mound Inspect for ponding and seepage once every 3 years
MiscelWneous Construction and Materials Standards
1 Observation plpes are sbtted and mater�als confortn ro Table SPS 384.30-1. have a watertight cap.
and are secured in as shown m the mound component manual.
2 Dispersal cell aggregate conforms to SPS 384 30(6)(�. Wis Adm Code
3 All gravity and pressure piping materials contorm to the requirements in SPS 384. Wis Adm Code.
4 Tdlage of the basal area is accomplished wfth a mold board or chisel plow
5. The mound structure and other disturbed areas will be seeded and mulched to prevent soil eroslon
and help reduce frost penetratlon.
Latenl Tum-up Detail
Fmished r�,�.. ��..��+�
Grade �
6-8" Dlameter Lawn -� Threaded Cleanout
Sprinkler Valve Box Plug or Ball Valve
Distnbution
Lateral
� Long Sweep 90 or Two
45 Degree Bends Same
Diameter as Lateral
ProjecY. S h ta� L n KE ��L Page 5 of 9
�
Mound System Management Plan
PurswM to SPS 3&1.54.Wis.Adm.Cods
I
rnis syaoem shaN be oper+bd in aaordanx wilh SPs 382-8a�.Cade.and shau maiMaineO in accadance wilh its'ca�yonem
rtinuals[SB610�1-P(N.01101).SS1MbtP PuWifatio�9b(Ot/81),anA P�essure Dishibution ConponeM Manual Ver.2.0 SBD-1070&P
(N.01Ai)]and bcal or stale rules P�mm9 to syW�n maiMenance and rtai�nante iepoRig.
No ona sharld ever aMer a seP�«D�D tenk aince Aargerous pesas maY ba PreseM thel could cause death.
SeP�and PumP tank a6andonment ehaN be in accordance wiNi SPS 383 33.Wis.AOm.CoEe wl�m the taMo are no lorqer wod as
POVVrS componenb.
Septic a Mv^P�nk manhole risers.across risen and m�rers stauld be mspaded for watx tiphtr�ess and aouMnass. Aecess opanMgs
useU for se�vioe and asaessment sheq be aealed watertigM upon the oomP��d aervioe. My openinB dennad unsountl.tlebctive.w
a�ibjeq W hixe musl 6e repfaosd. Fi�osed acoess ope^xgs 9��tlwn B�i�tlies in tliart�eter she�be seareA Dy en eRecae laicing
device b P�aocitle�a unaultqiaed eM�Y iRo a tank or canponeM.
Ssolfc Tank
The septic tank sh�l De mainfaiied DY an mtlivi0ual ceAified lo aenice septic taMcs under a.281.18.Stals. The�Ma d tl�e septic
qM[shall be Aispoaed of in aoec�dante witl�NR 113,VVis.Adm.Code. The oparWn9 caWition d Me xpbc tank a(M wRbt fil0er sheN be
assesaed af Isast onoe avery 3 yews bY�V�'�^� TAa fil0er cartriAge sl+add not be renwved unbss D��ana
The outlet filbr sheY be deaned as oeoessary ro ensure pmper oPe�Oon-
aie made M relain aoiM1a in tla tank Mat may obuph oIF the flller when iernw�ed from ib fl�wbs�ae. If tl�e 611er is equqped wiM an�arm,
Me filOx ahaq be aenicad iF tM a4rtn is adirabA ca�4nw�sh. Inle'm�leM fiba alam�s may indir�e sur9e tlows w an'vnpendirq
oontinuous alam�.
The seV�fenk afwll have its contente remorad when tAe vdume W eWdBe aM scum in the hnk exroetls tl3 the Iquid vokene M the
taMc. M tha wntenb o(the tank are'wt rermred at tl�e tirne of a triennial assess+narR.maintenance P���ahaM a0vise the owner of
when Me neat tervite needs b be P��M mairrtain lass tlun mumwn aam and sludge amunulation in Me Wdc.
The add'dbn d OiobOical or tMnirJl atlditives b enhanre sepEc fank De�^T�^m�9���Y^a ro4ui�ed. However.iF Suth
poa�as am�sed nbr snex ee a�povee ar�uc mMc use by u,e oePam�a com�.
Puno Tank
me P��P(��^9)unk slwll he i�specJed at laast once every 3 Y�R. All aMriOches.akmis,aM PumPs sha9 be 1esMtl M ve�ifY W'oPe�
operation. If an eRluaM fllOer a inafaMed wilhin the qnk R sAall be inspecled and aeniced ac^eceasary.
Mound and Prasms Dbtri4�Mbn Svshm
No trees a shn�s snoWd ee pmnmd on me moune. Plen6ngs mar be maee around the mound'a Da��,and ma mound ahaY be
eeeded and mulched as necessa'Y to prevent erosion and to Wm'ide so^b P��n fiom hwt panMralion. Tre1Rc(olAar than for
veggfative maiiRenance)on Ihe mamd 6 not recomre�ded ainte soil mmpafYion maY hiMer aerobon ot Ih!infiltralne wrface wRhin tlie
mouM and srww mtnpectio^in tha winler wil Womole fmat Pe�traOO^. Cold weaMx xMalktloim(OUober-February)CiOale Mat the
mound be heavilY mukMd aa P�aExlion hom fieazing.
IMluent 9�+a�itN irRo Ne rtaund syalem maY not e�coeed 720 nfglL BOD,.750 myL TSS.and 30 ng0..FOG tor septic Wik elflueM a 30
mplL BODs.30 rtglL TSS.10 rtglL FOG,end f 0'dW 100 mL for highly treated elllueM. InflueM 11ow may no1 ezceeA mez�num des5n fla+
gpeCifieA fn M!P�R for Mis r15181181i0f1.
The qessuie�trbulion sYsOnn is Drw�d vdtl�a 1NshinD P�at Yie end d sac�Weral,ard il is�econrnenAed Mrt each iMeq�De
Ilusl�of aoaMnulaSeA aoids ai bast once ew�Y 18�a. When a Wessura 4est is P�mbE it slwutl bs conqareA to Me initial mat
�M�en the system was iroWed ro de6emiine i1 oAfice cbqginp lus omared and'R arifice deanin9 is requwe0 to mainbin equal d'atribution
wiMin fhe dispersel cel.
Ohsenafion P4es wNhn IM diapersal oN shaM be d�eticed for ellluent D�ing. Pading levels shall be�epo�eed to tl�a owne�.aM any
levels a0ove 6 indies�ed es an irWendinD hydrdufic faiWro�e4�9�1.mae heQueM rtq�ilorn9.
Conlfnasiw�t Plm
If the sepGc taMc a anY a�is mnpona^Is beco^k defxM1ire the tank or eomponeM ahW De repai'ed a reWared to MeeP the ayslem n
WaVe�W�b�W caWbon.
q the Uosei9 tank.WmP.WmP con6ob,aWm or mlalad wdrin9 Dato�rea debclive Me dabc6ve camponer�s)sfwtl De iimiedlalNY
ropaiied or replaceG wrdh a mmparo^t of Me sane a W�I peAoimance.
M tlie mound cortqor�nt faik to auept wastniraler w bepins M di�cha1ye waalewater to tlie 9routd auAace,k wiA be iePalred or
ropyoeA in its'pmseM bption by inrfeasinp basal area A tce leakage ocCurs a by rerravin9 biob9iurf'doB9���and dispersW
medie.�d re{r[ed D4��B,aM rophai^9 saio�mpo�b as tbnned neassa7 fo brin9IDe sri�^�P����^9 condibn.
See Vqqe 5 d this dan for tl�e name and tekphone nwnber d your bcal POw�S iegulaWr and seMce prwitlec
Pntrs�nl IhWs
The iniannabon an0 xhedub d�nanepertiern wW mai�wnce for preltea6nenl davioes wch as a�oDk trea9nent units or
CitinbcUon unts are allathed as sepa�ale doawnants entl a�e mmidaed PM of�he oYeiatl msnagerneM Vla�br t�is sya0em.
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� 301L EVALUATION �� '�-'1O � SYSTEM PAGE 2 OF
J SITE MAP � � � � PLOT PLAN
< /,� PROJECT/N�AAE: (io�vel w' oesic+�FwN: �..cvo
J/1/!2✓l �a/�e nthwi�deaipn ean fswie«�s ror admr�or qans.
PRO.IECTAUp�34 Pipe AAakriol I ASTM SfanAe�d(Tahles 3fl4.363 8 384.3U3)
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BN Desnplac I✓ /'G ���� /•��y�,� A L�/�Y
„���p�, IMPORTANT:
ia�se��iiea�� .�s���"'��n°d t+�k O ���`� Show vam ehwum cmaaa�sulaNe F�S.
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9, 6b, TANK SPECIFICATIONS � �
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DIMENSIONS:
4° CAST-A-SEA� 4` CAST-A-SEAI W',V"' � ��Z•
BOTTWI: 3"
r== ___�=��` .� COVER: 5'
,���' i il '�.�`` MANHOLE: 24' I.D. PRECAST CONCREIE RISER o
� ii � HEICHT: 89 7/2'
�i i��i � ��t LENCTM: 9'-B 7/8'
if mry°'R. ih�i� �� �noni: �'-9' �
��� �_� ,C` ��_���n� < � _ ��\� BELOW INLET: 37" �
o, � � �1 � UWIO LEVEI: 31' � E
� � i �` j-�- \ ai WEIGHT: 12.380 LBS. � g $
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�\� � ii�i� ��� INIET ANO W11.ET: \ y 8 5�
i� 4' CAST-A-SEAL BOOT OR EGUAL CASKES m S
1�� FILTER OR li�i �� � $
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�`` BAFFLE ��i� �.;'� INLET AND OUTLET BAFFLE AND FlLTER: � �
` '--___��_'��' WISCONSIN, SEE DETAIL /10 `� � o �
(OhIER STATES SEE CHART) W �
UOUID CAPAqTY: 10.01 GAL/IN (SEPTIC) y~j x
TOP VIEW N.B2 CAL/IN (PUMP) Y �
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LOADING DESICN: 8'-0' UNSATURAlED SOIL = �
w TANK CAN BE USED AS: Y � �
v+� SEP71C/SEPTC. SEPTIC/PUMP, � N
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W 4 VENT OR �P11C/SIPNON o M
�� COVER: MIX DESICN /B (NO FIBER) � o
____ � ____ ____ � TANK: MI% DESIGN /10 (SIRUCNRAL FlBER) � °�
---- ---- ---- CUSi0M12ED TANKS: t0
� - _ _ _ ET FOR WSTOM TANKS CONTACT WIESER CONCRETE ;
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DRAWINGS SUBMITTED
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AViROVEO BY; SHEEi N0.
APiROYAL 'JATE: � /
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PRODURS NEEDED BY: / �
TANKS ARE MANUFACTURED TO MEET OR EXCEED AST1A C-1227 REQUIREMENTS
Technicat Speci#ications
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� . Page '7 Of $ '
� COMBINATION SEPTIC TANK/PUMP CHAMBER
I (No Scale) §" CI Vent Pipe wFth
Approved Locking Manhole Cover AVProved Cap, +25'
i With Narning Labei Attached F�O1"�dings
j Weatherproof Approvedh
Warning Label Junction Box Vent Cap `�
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12" ►tinimum
Final Grade-� 6° Min+mum � 4' Minimum
i 6" Maximun �
18" Minimum � 4" G.I. � Quick
Insp. Pipe ___ i Disconnect
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' 'Baffles� � � kole
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�APPROVED Off B'
JOINTS HITH
APPROVED PIPE D
3' ONTO Conc. Block
SOII� SOIL
3" of Beddinq Under Tank-f
Xote: Pump and Alarm Are On Separate Circuics Number of �oses: �/ Per Day
��]�q�'(l�Or pay/�Doses: 11 . Gallons
i"oTl�pf�fi��tltfl oN:..... . .+ ia.3 Gallons
Tank Manufacturer: N�f���i� Co�ncce�e . ir�c. Ct7it�f osgy .. _... . ._ �ay .RGallons
Tank Size-Septic/Pump:_ ��po / Lo� �a Tons o `,���
Alarm Manufacturer: o.s . 3«e��..a A pT�oo MERCE
Model Number: i o i N . w. o�s�K'� iN� . nches or �o.o �al i ons
Swi tch Type: n < < a+oF��. +. �'. i s or �R_� Gai l ons
Pump htanufacturer: t,,.,�ds v�.�os . �nc. ,,-/ � " inches or ��5.� 6ailons
Nodel Number: 1 kRES� t.oinches or as.� Gallons
MinimwnDischarge ate: 3,.yG Sq�e�a�... ..= y�.oinchesor ��.o 6allons
Vertical Difference Between Pump Off nnd Distribution Pipe: �_o Feet
Minimu�n Required Supply Pressure:. ........ .. .... ...... . ...+���, feet
75 Feet of Force Main x �l-0$Friction Factor/100 Feet: + �.s-Feet
a Inch Diameter Force Main
Total Oynamic Head:. . .= I1.0 Feet
I�ternal Tank Oimensions: Length11�7��: Width L� ; Liquid Depth � "
Si natu �
g _�_� a �� License Numbe��� Date R'/�
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-�� = �� �mersible MODEL: 3871 �
� � SIZE: 3/4' SOLIOS
p. :� uent Pump HP 0.4550
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