HomeMy WebLinkAboutseptic info .� o�. �
O �,� O CI'TY OF ORONO
a
� i s ` � MunicipalOf�ices
�,, ,8z�^` �, Street Address Mailing Address:
� �j'�' 2750 Kelley Parkway P.O. Box 66
'Z,� �i Orono, MN 55356 Crystal Bay, MN 55323-0066
kESH��'
To: The Current Owner of Address 2755 DEER RUN TRL EAST
City Ordinance requires that onsite sewage treatment systems in Orono be inspected on a
periodic basis. The onsite sewage treatment system at the above address has been inspected and
the following is known about the system. A sketch of the known components of the system is
available for most properties at the Orono City Hall.
Imminent Public Health Threat
Yes �No
If yes, please contact the Onsite Systems Manager at 954-249-4626 within 10 days of receipt of
this notice. The septic system must be brought into compliance within 90 days. Failure to do so
will result in referral to the City Attorney for legal action.
System Identified as Non-C pliant
Yes
No
If yes, system must be brought into compliance by:
I2e.,e:nb�r 31, 2007 _
December 31, 2010
_ Uther _ _. . _ ___.____
_ .---
Septic Tank(s) Pump out Needed
�'es j _ _ _ ___ - -_.__ ._.— _ . ..
I�To �/
The city reconunends the septic tank(s) and/or lift tank be serviced and pumped out every three
_ _ _ _----
(3) years. �City records�indicate the tank(s)were last pumped out on �' - /$ �O�
The tank(s) should be cleaned throu.gh_the..,manhole_and_not__thr.ough the inspection pipes, this
allows for proper cleaning.
Comments:
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Inspector: Date of Inspection: �' O �
Telephone (952) 249-4600 • Fax (952) 249-4616
www.ci.orono.mn.us
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To: Orono residents on mound type septic systems
From: Willie Gibbs, ISTS Manager
Date: May 10, 2006
Re: Landscaping Do's and Don'ts for Mound Systems, Quick Reminder
Do plant and maintain a full cover of grass and keep mowed to a normal height, this grass cover aids
in the evapo�ation of large amounts of effluent(the liquid left after the other' stuff has been removed)
in the summer time and allows the mound system to help breakdown nitrogen in the effluent.
Do water the grass over the mound in extreme dry conditions, sparingly,
Do avoid unnecessary foot traffic over the mound, mow it and stay off of it. This is especialiy true in the
winter time. Even human foot traffic can cause frost to penetrate the mound resulting in potential
freezing problems.
Do inspect your mound system annually for winter kiil, (reseed if necessary) animal damage,
(burrowingj or signs o`pote��tial fai!ur2.
Do not plant trees or shrubs on the mound system, smaller trees and shrubs may be planted at the
edges. Remember, that sunshine is the key to a healthy mound system.
Do ask questions, if you have any concerrss or questions concerning your rraouncC syster�a
please feel free to call me, 6 can &�e reached at 952-249-4626.
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�±���:���;���- _ �, ' CI�'� of ORONO
"a '���zti: :-i�` � ('., � Municipal Offices
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t !���:�;)� / St�eet Address: �15a- 4q-�b o
�:. � , ,.;;;; �i :.
�` �9IfE�xp4�,.;:� 2750 Kelley Parkway P.O. Box 66
��--�' Orono, MN 55356 Crystal Bay, MN 55323-0066
To Current Owner: Address: ��i � � ����':''� .t.'��'� �
City Ordinance 199 requires that each existing on-site sewage treatment system in Orono be inspected every two years.
The on-site sewa;e treatment system at the above address has been inspected and appears to fall into the categories checked below.
SYSTEM CONFORMITY (1-3): �
1 "CODE SYSTEM" An ISTS which meets all the location,design and construction standards of the current Orono Municipal Code.
2 "CO1��LL4NT SYSTEM" An ISTS which does not meet all the location,design and construction standards of the current Orono
Municipal Code but does meet the[hree foot separation requirement or two foot requaement for systems installed 1996 or earlier;and
�vhich is not failing or an iffininent threa[to public health or safety.
3 "NON-CONIPLIANT SYSTEM" A prohibited ISTS;an ISTS located within a designated 100-yeaz flood plain,any ISTS which may
or may not meet all the location,design,or construction stand�irds of the current Orono Municipal Code and which is failing for any
reason; and any ISTS with]ess than three feet of unsaturated soil or sand between[he distribution device and the limiting soil characteristics.
TANK CONDTI'ION(5-7): �
Tank inspection indicates:
5 Pumpout not needed at this time.
6 Septic tanks must be pumped out this ear (city code recommends tanks to be pumped out once every 3 years.
Tank was last pumped ^
Mal:e sure septic tanks are pumped throuah manhole and not through white inspection pines. This al{ows for the proper
cleanin2. Keep water softner and iron filter discharge out of septic system to prolon�life of drainfield. Ask pumper to test
alarm float to verify alarm is still working in your house. The alarm warns owner that septaae is about to backup into basement.
7 Inspection risers missing-tanks could not be inspected. Inspection risers (4" dia.pipe)must be installed in each tanlc. If
tanls have not been pumped out within the last three years,they shou(d be pumped out no�v.
DRAINFLELD CO�+�ITiON ,(3-l.�): �
8 Drainfield is dry,no surfacing evident.
9 Some evidence of surfacing, not critical yet.
10 Drainfield is saturated and visibly discharoing untreated effluent to the surface. Contact the City Inspector
immediately.Repairs must be completed within 90 days.
�COMMENTS: f�L'' :�:�t �� ._�� r'i '���
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Date of Inspection Septic System Inspector
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��Y =-�� � CITY of ORONU
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\�,r�' �� a�' ���;._� '�l�,/ Ntunicipal offices
P�fi��" �1-ir�_
�� �`,�'���;���.�G Street Addres�: Ma�Tm� Address:
9$EgK04' 2750 Kelley Parfcway P_0. Box 66
Orono, MN 55356 Crntai Bay, MN 55323-0066
To Current Owner: Address: vZ 7 S^s �e e r ��n Tf�:1 ��S }-
City Ordinance 199 requires that each existing on-site sewage treatrnent system in Orono be inspected every two yeazs.
The on-site sewage treatment system at the above address has been inspected and appears to fall into the categories checked below.
SYSTEM CONFORMITY (1-3): !
1� "CODE SYSTEM" An ISTS which meets all the location,desi�and consvuction standards of the current Orono!�iimicipal Code.
2 "COMPLIANT SYSTEM" An ISTS which does not meet al]the locabon,design and construction standards of the current Orono Municipal
Code but does meet the three foot separation requirement or tW o foot requirement for systems installed 1996 or eariier,and which is not failing or
an imminent threat to public health or safety.
3 '�NON-COMPLIANT SYSTEM" A prohibited ISTS;an[STS located within a designated 100-year flood plain,any ISTS which may
or may not meet all the location,design,or construction standards of the current Orono Municipal Code and which i�failing for any reason;and
any ISTS with less than three feet of unsaturated soil or sand brrneen the disVibution device and the limiting soil characteristics.
TANK CONDITION(5-7): �
Tank inspection indicates:
� Pumpout not needed at this time.�
6 Septic tanks must be pumped out this year (city code requires tanks to be pumped out once every 3 years.
Tank was last pumped l�nk�ow� ).
Make sure septic tanks are pumped throu�h manhole and not through white inspection pipes. T'his allows for the
proper cleanin�. Keep water softner and iron filter discharEe out of septic svstem.
7 Inspection risers missing-tanks could not be inspected Inspecrion risers(4"dia.pipe)must be installed in each tank. If
tanks have not been pumped out within the last three}-ears,they should be pumped out now.
DRAINFIELD CONDITION(8-10): �
ODrainfield is dry,no surfacing evident.
9 Some evidence of surfacing,not critica]yet.
10 Drainfield is saturated and visibly discharging untreated effluent to the surface. Contact the Cit�-Inspector
immediately. Repairs must be completed within 90 da�s.
COMMENTS: ���^ �oci�S b1<-�g�h Se �:� ���� i� i—
l..o.v� �o�s- bee� ��Q� ,,.-.�.:.. laS�- 3 �/e�,rS _
� �-"�-o� G��.,,- �'��
. Date of Inspection Ntatt Bolterman - Septic System Inspector
Note: In the event that this inspection report is used to satisfy the requirements for a mort�age or other transfer of property,be advised thai this report does not guarantee
or certify that an existing system will continue to function properly,but is merel}an opinion ofthe adequacy of the system under curreat conditions based on the available
infortnation.
Telephone(952)249-�600 • Fax(952)249-4616
www.ci.orono.mn.us
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��� CITY of ORONO
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��r����';Og�y Street Address: Mailing Address:
E$H 2750 Kelley Parlcway P.O. Box 66
Orono, MN 55356 Crystal Bay, MN 55323-0066
Owner: � w; c�1��1' Po S�"
Address: ��S s bee� R�� �'�. �
City Ordinance 199 requires that each existing on-site sewage treatment system in Orono be inspected every two years.
The on-site sewage treatment system at the above address has been inspected and appears to fall into the categories checked below.
SYSTEI�1 CONFORMITY (1-3): �
� ��CODE SYSTEM" r1n ISTS which meets ail the locatior�design and consLuction standards ofthe currrnt Orono Municipal Code.
2 ��CO1�iPLIANT SYSTEM" An ISTS wtuch does not meet a11 the localion,design and consttuction standards of the current Orono Municipal
Coda but does meet the three foot sepazation requuemertt,and which is not failing or an imminerrt threaL to public health or safety,
3 "NON-CONfPLIANT SYSTEM" Aprohibited LSTS;an ISTS locattd within a dsigiated 100-year flood plain,any ISTS which may
or may not meet all the location,design,or construction standards of the currerrt Orono\funicipal Code and which is failing for any reason;and
any ISTS with less than ttute feet of unsaturated soil or sand beriveen the distribution de�ice and the limiting soil charactzristics.
TAv"K CONDITION(�-10): S
Tank inspection indicates:
� Pumpout not nzeded at this time.
f) Tank must be pumped out this yeaz (city code requires tartks to be pumped out every 3 yeats. Tarilc was last pumped_ �
7 Solids accumulatiort in tanks is at a critical a critical level. Tanks should bz pumped out 3s soon as possiblz.
g System is dischazging to the surface. Tanks must be pumpzd out within 48 hou�to elim;�,r,yv�ace discharge.
9 Inspection risen missing-tanlcs could not be irtspected. Inspection risers(4"dia.pipe)must bt installed in zach tank at ne�ct pumpout If tanks
have not btzn pumped out within the last three years,they should be pumped out now.
10 Inspection pipe is(ocated directly over tank ba@le(does not givz acwrate measurement ofsolids accumulalion). Iftanlcs have not been pumpzd
out within the I�it three years,thny shauld be pumptd out now.
DRAINFIELD CONDITION 11-1� : ��
1 1 Drainfield is dry,no surfacing evident
12 Some zvidence of surfacing,not critical yet
13 Drainfie(d is saturated and visibly discharging urrtreated effluent to tha surface. Contact the City Inspector immzdiately.Rzpaits muse be
completed within 90 days.
1-� Draintield axtent and condilion unknown.
COMi�NTS: S�fSfie�.. \obk5 Ol�
7-11- O \ G�� r F
Date of Inspection Scptic System Inspcetor '�
Note: In thz evrnt that this'vupection report is used to satisfy the requuemznts for a mortgage or otha C3nsfer uf property,be advised that this repoR dors not guarantee
or certify that an esisting systnn will continue to function property,but is merely an opinion of the adequary ogthe sysirm under cuner�t conditions bazed on the available
information.
.03/02/20'11 17:52 7634988290 ��' RUSTVS PERC TESTING PAGE 62
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� IHinnesota Pollution ��, �` Com liance Inspection Form
� cor,tro� A9en�y p
520�afayetce i�oad Narrh E���t�� ���e $owage Troo�tm�nt 8ystents (SSY�)
St.Paul,MN SS1S5-4194 Instructions on page 7
�
Parcel num ( r: 0411723130�14 r For Local Trackfng Purpvses:
System stat4s: � Compliant ❑ Noncompliant
(b�sed on al�compliance requlrements)
�ummar�y Porm
Property Information
Property ner name(s): Dwight Past
Property dress: ^_ 2755 Deer Run Trail East,Orono, MN 55356 w _. „_„_ _
Property ner's address(�di�erent):
Counly: enne in _ roperty owner phone: 612-747-0293 Permitting authprity: City of Orono ,w ____
Date sys m consiruct�ed: _ .0/'28199 Reaso�for inspectiorr Property T�ansfer .. ._.,_
System ription
Approximately 2-1500 gallon sep�c tanks, 1-1500 gallpn Ifft st�tion a�d Approwmately 630 sque�'e
Brief s desaiption: feet of mound rocicbed. , __ , .
Local per it number: _ _ Number af bedroams: 5� Deslgn flow rate: _.83 �,� .,
Is th�sy m:
In Sho and area? ❑Yes � No In Wellhead Protection Area? ❑Yes � No
An U.S Environmer�tal P ectfon System servinA a Minnesota Depertment
Agency(EPA)Class V Inj ion Well?❑Yes �No of Heath(MDH)licensed facilii� ❑Yes � No
CorrYpliance Statu��ea on staDe requiremeMs—additional local requiremenf�mey elso apply.j
Based on the information ga ered and reporte�o�attached fonns,the oomplience status of this system is(chec4c one):
� � cercitcate o�co�►����oe vali�urrtil (3 yeais fiorn dete of iepvrt): 3/1/2011
❑NoticB of onoompliance For Nonoomplia►�sys�ems:
The rea n for nonco Ifance is�
Thl�noncompliant s tem is Clasalfled as check one below):
❑ lmminent threat to blic health&safety � F�ilfrtg to proteet ground vvt�ter ❑ Not In compliance wiih operating permit
C@rtl�fiC8ti0�(Completed rm must be submitted to the loc�l unit of gove�nment within 15 days.)
1 hereby certify that all the n ssary inlformaHon has been gathered to detemilne the caompliarrce status of thls system. No
dQte►mine6on of future syste perfv►mance has been nor can be made duuase to unla�own condiitiKwrs during system c�nstruction,
possible abuse of the syste ,inadequate mafMenence, or future water usege.
Name: Jose�h JAlson Certification number 1255 .__ W^
Busfneas license name end umber: Rus Olson's Soil and percailation testing Lic�810 0�
Name af local unit of govem �nt: _ Citx of Orono wM _ ,.._ -..-
Signatur ; �- Date: 3/2/11
Re ulre AttacFrment Inapectnr Complete:Thls Inspection RepnR is�pages long.
C ck c ee�pliana�fOrnns ched: �Hydraulic Perfo►mance �Tank I�dey�ibr �Soil Separation ❑Operating Pertnik Form(iF
applica ) �System drswi iglAs�uiR drawing ❑An 8seesemen[of eny local requiremanta that a►e diiferent from whel is required on this
form Soil Boring Loga Abendonment fortn(if eppropriate) ❑Othe�i�ormatiun(lisi):
� _...,.._,.........._- ---
------•--- -._._..._..._..._..._.._
UP9 e RequlremeMs derived lr�m Minn.Stat§�15.55)an i+nm�nent tn►�etto Pu�ic neam�and sarery prPrrsl musr oe uAp�aued,�epleced,or
� Ra uae sconHnued wirhin!en fha olieoeipl o(this natice or x�'hin a sflarlrol'peMoO HreVulRW Dy loce/adlnanae.IPlhe system is tailinp to proted proun0
watsl,f sysfem must De upg ed,rep�eced,or its use diacon6nued within the t/ms r�ryulrsd Dy local oNln9nce,7 en eX�sHng syafem is not/ailinp 83 de/IneD�p
law,an has at leasf two Reat o! ipn so/l sep�ratbn,Men tne system need not be uppraded,repaired,replaced,or its us�dlSconHnueC,notwhhatending any
lxal o Ittance f�a1/s more sA'I 7Als p�vv/sWn doeas not epply fa sysfems in shoreland e�ees,Welllisad Profecffon A/eas,o�those used in conrrection wilH lood,
DErv@ie ,and lodping estebl(sh enla es de6ned in lew.
wa-wwist -31 Comp(iance Inspection Fnrm for Existing SSTS
_ ____63j�2/2011 17:52 7634988290 RUSTVS PERC TESTING PAGE 03
Parr,el number. 04'�1723130014 _ , SysTem status: � Compliant ❑ Noncompliant
(as det�ermined by thls fo►m)
IHydr�u�ic Performanco and Other �ompllance
�ompliance Issue #1 of �
Date of observation: 3J1/2011,,. �leason fior observaiiorr „ Propert r�Transfer ,,__ ,.___
This form e�ires upon next insp�ctinn o�in tty►-�e years,whic:hever oowrs 5rst; 311/14 „ .—
�ompli�nee questions/cNterla: (Required) Verlflcation Method": (Optional)
_�Chesk Hi��PP�P►iate bac) .. ,_ ,-- (CheCk the eppropriete boxJ
Does the system discharge sewege to the ❑Yes � No � 5earcJied for surface outlet
, rog und surface? _._, _ _.
- ❑ Perfonned hydraulic t�st
Does the�syste�m discharge sewage to drain ❑Yes �No
_tlle or surFace W.aters7 _ � Searched for seeping in yard
� � Checiced far backup in home
Does the syet�m cause sewage backup ❑Yes ISI No
_into dwellin n _estsblishment? ,, ❑ Exoassive ponding in soil system/D-boxes
Oo other situ 'ons exist that have the ❑Yes � No ❑ Homeowne�testimony
potential to i ediately and adversely
impact or th ten public health or safety ❑ Examined for su�ging in tank
electricel un afe covers,etc.)? . — ❑ "Bladc soil'above soil dispersal sysiem
Any"yyre�" indka�es Uwt tl1a systan fs an lmminerrt
d���6 �����, ❑ System requires"emergenc�'pumping
_ ,... - ❑ Performed dye test
Does the sys m pose a threat to ground ❑Yes � No � pther: Peterson Company _
water fior any nditions dee�ned non- " �
�rotective as etermined the Ins o� ., __�. .., - _._—..---
��Y�s"indlc �at�e syst�m!a failinq ro proloect
�... _ .... __ .:.....—... ..--
�roa�nd wa . If"yes",dosc�b�the candlNon noted:
'No stenderd prvtocol exists. This list is not exheus6ve,
, ,., ..,. ... in seqtieritiel order, nor does it irrdJcete which
� combin�Nons a►e rrec�ssery t+�make fhis determination.
Certifica on
This form is be comp�eted�nd attached to the Summery Form of the Minnesota Pollution Control Agency's(MPCA)Compliance
Ir�gpecdon Form for F�ci6ting Subsurtace 8ewsgo TreatrneM Syatems. Obsen►atlons, interpretations, and conclusions must be
campleted b an inspec�or.Completed form must be submilted to the local unit of govemment within 15 days.
Property r name(s): � ht Post „_ -– _.—_ „ _ - —
1
Property ss: 2755 Oee Run Treil Eas1,Orono,MN 55356 ., _...._
Property rs addre�s(►f d rer�t):
County: nne in I _,_ _ Phone: 812-747-0283 _ „ ,
1 hereby ce that 1 p�rsonall made the absenre6ons, inte►pn9fations, end conclusions�ported on this form and that they are
corr�Ct,
i ��
Nsm J e h J.Olson __--- _._._...... Certification number: 1255 _._._.._._
Busi�ss li se name and nu be�: Rust�i Olson's soil and perculatton teg�ng Lic#810 __. W, or
I ___.___ ,.,,� .
tdar�of local unit of govem ; City af Orano
�---- —� ,.......— ----
..,. .
Sig � re: Date: 3/2J71
W...���r�dz� I �mm��iance Insnectian Form for Exlst�nQ 5Sl"S
.03/0 12011 17:52 7634988290 RUSTYS PERC TESTING PAGE 04
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F�a�el nu r. System steLis: ❑Compliant ❑Noncomphant
i (as dete►mined Dy this forml
�ank 1 teg y snd Safety Compl�an�e - Complienae Inspectron Fomr for Existi�g SSTS
�
ompli nceVssue#2 af 4
4ate of o servetion: 3/1111 _ Reason for observatfon: Properly Transfer
This fo�m Kpires on(three y ars): 3/1111
�omplisnce questans/c fia: (Required) Verifkatfon Melt�od": (optiona�)
Check the e o 'ete x (Check Me eppropnate box)
4oes the system conslst of seapage pit', ❑Yes �No ❑ Probed tank bot6om
ss ool dr ell�or leac�in it? _ „�
❑ Observed low liquid level
0 eny SeWage tank(s)leak eloW their ❑Yes �No
desi ned o eretin de th9 ❑ Exsmi�ed conSVuction records
If yes,identity which S Examined empty(pumped)=enk
sewage hank leaks. ,_,��„ - - ❑ ProbeA cutside tank for"black soil'
�r�y"y+ap'"anawer/n�aat� 8w eysten7/�f�ftlnp to proEYCI � pressurelvacuum check
giound water.
❑ 01her.
` SeepaQe pits meeting�080.2550 mey be compli�nt if allowed
in ordiner►ce by local permitting authority
"No atandaid prvtoco!exiahs. Triis lisf is not axhauslive.in
�qusrMal order, nor does iY ind�cafe which combinaGons
ere necessary ro make lhis d8terminetron
I�Safety Check
I
1. Are maintsne�ce h01e cwers damaged,cracked,o�oppeared to be shuc�►'ally unSound? ❑Yes' �No
2. We�e ainbenance hole covers replaced in a secured manner(e,g.,scr�ws replaced)? �Yes ❑No'
3. Was ondary ecces+s restraint present(saFety psn,second caver,or saiety net�ng)—hiyhly recommended. ❑Yes N,�No
I ,
4. A�e er safety/heeltF�iseu�pteserrt? ❑Yes �No
E �I
'Sysf�em la an qrpn �t tir►'est to pa61lc heald�and seAsiy-
Certl�ication
This b m is to be comple d�nd attached to the Summery Fo�m of the Minnesota PolluUon Control Agency's(MPCA)Compllance
Ins�on Form tor ExlatlnQ Subsu►Tace sewage Treatmen[Sysbsma.Obse►vations, InterpretaUons, and concluslons must be
compl ed by an inspector, malnfAiner,or service provider.Completed form must be submiRed to the local unit of gavernment within
75 de .
Prope owner name(s): �►'�9h�PoB�
Prope eddress: 2755 Deer Run Trdil Esst Orono. MN 55356
P�ope owners address(�fd�fFer�e.►t);
County: Wennep�n Properry owner phone� 612-�47-0283
f hereby cerfify fhat I persone�ly msde the obae�v�tions,interpretefions. end co►�clusions repoRed on fhis fonn end thet they are
correcr.
Name; James 8raegelmenn Certfica6on number:
6usiness lice�se neme end number� Elmpr J_Pele►son Co. _Llcensei�219 _ ��_ or
Name of loc nii of govemment;
SignaRu�o: Date 3l1/1 y __..�....
www.pce.sts .mn.us • 651-296-6300 • B00•657-3664 • TTY 651-282•5332 or 800�65i-3864 • Available in al[erned�e formals
eoo
werwwts[s4-� • �/1A109 Poge 3 of 8
03/�02/20 17:52 7634988290 � RUSTVS PERC TESTING PAGE 05
i
I �
� i nt Noncom liant
peroel numqer. 041 1 7231 3001 4 ,. ' . Syatem status: �Compl s ❑ p
� � (as dete►mined by this fo►m)
Soll Separatlon CQ�+npll�nce and Othar Compllance
i
Compliance Issue � of 4
Date of observation: 1/2011 , Reason for obs�rvation: P�rtY T►ansfer _, ,_ .,
This informa8on on this fiorm does not exp;re.
' Co�plian�e questlons/criter�a; (Required) VeNflcatio�Method"': (Optionaq
__�heck the aPAroPriate box _._ (Clreck the approp►iate box)
For�ystems built pnor to April�and no� � Conducted soil observation(s)(attach boring logs)
�in Shoreland or Wellh�d Protection
ArBa or not serving a food, beverage or ❑ Two previous verifcatlons(atlach bo�ing(ogs)
fodging eetablishment: I ❑ Other: W _ ... , ---
Does the system have at leest a two-toot
' vertica!s�paration distance fivm periodic�lly -, :: ".�— '.—
saturated soil or bedrock? _,ry ,...,, Yes No
��'" _ . —
Far non-performe�ce systems built April 1, , _ ,.__. _,—
1996,o�later or for nnn-pertormance systems
located in Shoreland or Wellhead Protectlon Soil observetion does not expire. P�evious observ�tions
Areae or serving a food, beverage or lodging by two independent parties are suflicient, unless site
establishment: conditions have been altered.
Does tlie sy have a threo-foot vertical
sepa 'on di ce from periodically saturated
_soil or , �Yes ❑No_-
For ced ration distanoe systems(i.e.,�
"perFo ance" ystems under old 7080.0179 or ` May be reduced by up tn 15 parcenf If e/lowed in local
7ype IV or V s stem under new 7080. Z350 ar o►dinance.
7080.2400): •*No stand�rd protocol exists. Thls list is not ezheus6ve,
Does the syst mget the designed ve�tical in sequential order, nor doss i�lndicete which
seperation dis noe from periodically saturated combinations ere rrecessary to make this
so or bedro ' ❑Yeg ❑ No detem►inetion.
Any"�ro"sns indlce[as that the sy$loem is 1�11l►►�t�prvt�ct T
grpund wabrr.
�
Certific tion !
This form i o be completed and attached to the�mmary Form of the Minnesota Pollution Control Agency's(MPCA)Compliance
Inspectio onn for E:EsUng�Rub�urface S�Treatrnerrt 8yatems.Observations,interpretations, and conc9usions must be
wmplated by an i�spedor or d signer. Compl frnm must be aubmitted to ihe local unit of govemme�t within 15 days.
I
Properly �neme(s): _ � M Post.. _
Property address: 2755 Deer Run Trail_East, Orono, MN 55356,__
� Pro�rty ner's eddress(if d�ferent)� �.__
Caunty: Henne in _,, Phone: _812-747-0263 _
1 he�by c� ' that�personalty made the obse►vadons, interpreFa6ons, and condusions►epolt9d on this lonn and that they a►e
comect.
Name: Joseph J.Olson N„_,,,_, ._ Ce�tification number: 1255
Business lioense name e�d number: Rusiy Olson's soil end�,rwlation testfng Lic#81� .. or
Name of local uni f ovemment: City of Orono „_ ,_ _„ „ _._____
-._... �.. _ ..
: ,_.......
Signature: ' Date� 3J2/11
_..._....— _....._ .,.........---- �
� I
. .- -.-.-�-�-. +. rn.�nlinn�o Inenortinn enrm fnr Frfellno.SSTS
,03102/2011I 17:52 76I34988290 RUSTVS PERC TESTING PAGE e6
i
Los�s of Soil Borin�s
License#810
� Location or Project: 275� Deer Run Trail East
� Borings made by: Rua�ty Olson's Soil and Pe�c testing 3H/2011
� Classification System: SHO ; USDS•USD3�C3 X ; Unified ; Other
� Auger used (check two�: Hand_X_� or Power____, Flight, Bucket or Probe_X
I Bench m r1c is top of ba ement concnete slab. Elv.-100.00 Assumed
� �
�I Baring Nymber_1T Surface elevation 102_6_ Mottled Soil at_ 1.7_feet
0 -6 Dark brown loam 10�rr3/2 I H20 present at_X_
6"-12" B�vwn la�m 10yr4/�
� 12"-20" Brown loarrj 1 Dyr5 4 f
20"-26" R�,sty brown loam 10yr5/4 I
Boring N4mber 2 Surface elevatio I_104_0 Mottled Soil at_1.4_feet
0"-B"Darif brown loam 10�rr3/2 H20 preseM at_X
( 8"-16" Br�wn loam �Oyr4/
16"-30" R�sty brown loam 10yr5/4
TBM: Toq of front�oor th shold Elv.- 00.00 assumed
Bottom ofi rock EIv.-105.6
Or�ginal girade Elv.-104.1
Th�ere is 1,� feet of and underthe roc
I
I
.63/e2/201� 17: 52 76 4988290 RUSTYS PERC TESTING PAGE 07
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CERTIFICATE OF INSPECTION ACCORDING TO MPCA 7080
Orono Building &Zoning Department
2750 Kelley Parkway
P.O. Box 66
� Cryst�l Bay, Mn 55323
This certificate has been issued this 12`h day of April 2000 ,
to certify compliance with provisions of the Orono Municipal Code and Minnesota Rules Chapter 7080 regulating installation of
individual sewage treatment systems.
Owner A & T Develo,�ment
�
Site Address 2755 Deer Run Trail East Lon� Lake, MN 553. � �` � ��\
`� �
�� �
._.. _
P.I.D. 04-117-23-13-0014 � � �
�, b `:,:
Installer Dasen Contractin� '„-: � <
,� e�� �` ..
1, �
Designer DH Excatin� �� �� �
1�
Permit No. 12065 � �� ��""'"�
Compliance Officer
. . SEPTIC SYSTEM APPROVAL
, - _� �\.
�� �� ORONO Cpp'X
�� � � f?Rt�NO�.''CiP'�'
"�� ���
� ��� ��� '��'����� CITY of ORONO
� �,,: r�... �, ;
�`„ � ' `;�. ����� �!�►��� Municipal Ot�ices
�.,; ,�, . � �/
��.t ' � ,��e� � - Street Add�ess: Ma11inQ Address:
�`9$'Egg04' 2750 Kelley Pa�kway P.O. Bax 66
��--- Orono, MN 55356 Crystal Bay, MN 55323-0066
Owner e �R�US Phone (Home) (Work)
Address SS E�'R i2 � City (� k� State rJ Zip S�'.35�
Site Evaluator�-(�,4�y's c�, . State License# 32� Phone#�(o/2 y�{g—217 6
Type of Establishment: Single Family_� Multi Family
Commercial J�h Garbage Disposal Yes No
No. Potential Bedrooms 5 Est. Gallons Per Day `? �
Water Meter Required: Yes No� Soil Sizing Factor ,(�D �z
perc Rates P-1 �8 P-2 'Lo P-3 28 P-4,32 P-�Z� P-6_� P-7 LG
Restricting Layer Depth B-1 lu" B-2 l9'� B-3 QS`� B-4 Z6`` B-5 S`� B-6 �"
Type of Treatment System:
Standard � Experimental Alternative
Pressurized Mound System X At-Grade System
Gravity Trenches System Pressurized Trench System
Gravity Trenches W/Lift Pressurized Bed System
Holding Tank W/Alarm
Septic Tank Size l25D #of Tanks Lift Tank Size��Q
Pump Brand GPM Zy Head `�
Treatment System: �
Minimum (idx 62`�d-�.S�1x8�� Square Feet with_�inches of rock below pipe
Type of coveri g Fabric � Other
THIS IS NOT A PERMIT. This is a design approval form which must accompany the site plan.
A permit must be issued to a licensed septic contractor prior to installation.
NOTICE TO INSTALLERS: Any changes to the approved plans must have prior approval of the
inspector (249-4600) Call for inspection 24 hours in advance.
ALL DRAINFIELD AREAS MUST BE FENCED OFF prior to building site excavation and
fencing must remain in place until final site grading. Appro��al to pour footings will not be granted
until the Inspections Department has verified the primary and altemate sites are protected.
NO VEHICULAR TRAFFIC OF ANY KIND is allowed�iithin 20' of tested drainfield sites ever.
ACCEPTED� DEIVIED By the City of Orono sub�ject to existing regulations and
the following conditions: �n1 S ;� � (,t.viCCP/� �R�
�
By: -b-oo
Chns Pence, On-Site Systems Manager
�SYSTEM fS DESIGNED f�
BEDROOMS. ANY INCREASE IN NUMBER
Of BEDROOMS INYALIOATES TNIS OESIGM.
Telephone(612)249-4600 • Fax(612)249�616
Percotation Tests - System Design - System Instattation
LARRY'S ONSITE SEPTIC
4980 County Rd 10 E.
Chaska, MN 55318
(612) 448-2176
w ���- :
�'+C�:�����J���J4,1.�S.�r��{�,� � , _ _ �'�`.
Percolation test resuits and septic system design for:
LOT 8 BLK 1
CRYSTAL BAY PRESERVE
CITY OF O120N0
MATERIAL LIST
Washed Sand 200 Ton
Washed Rock 36 Ton
Sandy Loam 34 Yds
Black Dirt 125Yds � '
SEPTIC SYSTEMIS DESIGNED FOR A S BEDROOMHOUSE "
SEPTIC SYSTEM WILL CONSIST OF
Septic tanks 2-1,250 gallon
Pump tank 1-1,250 gallon
Mound with a rock bed of: 10 X 62 feet .
and a sand base of: 39 X 84 feet �
Larry Van De Veire, D.R.P. Designer I and Installer, State License#320
Boring#5 see site survey for elevation of boring mottled soils at 14"
0 - 4 10YR3/2 topsoilloam blocky friable
4 - 25 10YR5/4 clay loam blocky friable
25 - 60 10YR6/3 clay loam blocky friable
Boring#6 see site survey for elevation of boring mottled soils at 19"
0 - 5 10YR3/2 topsoilloam blocky friable
5 - 23 10YR4/4 clay loam blocky friable
23 - 60 10YR6/2 clay blocky friable
Boring#7 see site survey for elevation of boring mottled soils at 28"
0 - 6 10YR3/1 topsoil loam subangular blocky friable
6 - 25 10YR4/4 loazn blocicy friable
25 - 60 10YR6/2 clay loam blocky friable
Boring#8 see site survey for elevation of boring mottled soils at 26"
0 - 4 10YR3/1 topsoilloam semiblocky friable
4 - 28 10YR4/4 loam blocky friable
28 - 60 10YR6/3 clay loam blocky friable
Boring#9 see site survey for elevation of boring mottled soils at 5"
0 - 2 10YR3/1 topsoil loam subangular blocky friable
2 - 22 10YR4/4 loam blocky friable
22 - 60 10YR6/1 clay loam blocky friable
Bori.ng#10 see site survey for elevation of boring mottled soils at 6"
0 - 4 10YR3/1 topsoilloam semiblocky friable
4 - 18 10YR4/4 loam blocky friable
18 - 60 10YR6/2 clay loam blocky friable
� O�-Sfb Evalwtlon � � � ' � �' .
R�dox D�pNtloe�
ttNooloMoqtlon. .
. �or —
aPN oolot FdMn Pah In '
Ho�fton T�xtun rtaht Mass�s s Matrlx Pons Comrt�snb
b, l l�e,aw. �tl
�
g=sv � l� �°�'"
�a� S�4' t 1- � Y� ,
Depth to redox features due to soil saturation yZ 3 f^ -
(Seasonal high water table)
\ r �
°�ona oesc�aon , a.aox cono.naations Redox D�pletlons �
, sizs/cobrAocatbn �Ize%ob�Aoatbn� � t
Matr�c F�ot — :
aP�+ color FNMn Pon, I� /►��p .
Ho�izon nches Texturo moht Ma:�es Lin s MaWx . Poros Comments
�e �
m�xo �..�.�. Z .
��yr
,Zo- .Z C �
3.z- 8' L� �� . .
. Depth to redox features due to soil saturation �y ��
(Seasonal high water table) �
. S � kl - � It
Fronl.D�s«+ptbn R.aox�eo�c.Mrstlons Redox apbtlons
s!�/cobNloeallo�� '�G/alzdcoloNlocatlo�� �
' Matrbt F�ot —
' �Pw oolor FNMn Pon In qlonp .
Hafzon Texturo moist Matssa s Matrbc Poroa Cortvnenb
�o H
p -R8 � oah
R - �I� C� �• ►. .
Depth to redox features due to soil saturation O �~
(Seasonal high water table)
� On-81b Evaiwdo� o 'f'
R�dox
Noolodloeatlon. .
. QA� �or --
aP� - oolor ��JMA Pon In '
Ho�o� T�xturo mobt Mass�s Matrbc P�on�s CorrxiwMs
�o v-
m:�g �,c a.�•• z,
z �� G� ��S , .
Depth to redox features due to soil saturation � $ '
(Seasonal high water table)
profll�DescripUon R�dox Cono�ntrstbns Redox Depbtions �
, . sizNcobMoatbn %Istze/coloNlocatbn � ;
Mafrbt F�or — :
aP� colo� FdMn Pon, In �
Horizon ches) Texturo moist Masses Un s Matrtx PAoro Comrnents
. Depth to redox features due to soil saturation
(Seasonal high water table)
P�+oAl�O�sc�lption R�aox•Eona�tntions Rsdox Depktlon�
sit�koloMoeatbn tlzslcoloNlocatbn. .
' Matrbt F�or
• �P� color FNMn Pon In Alonp .
Ho�izon Texturo rtwbt Masses LM s Matrbc Poms Cortunents
Depth to redox features due to soil saturation
(Seasonal higYa water table)
PCRCOI.ATION TEST �A'fA ,III:I;T .
aaair����*r���wrm�tuw�•.rr • . ..a f. . •J
Tnet tiolo 1��4utlon L ,� � g' �/k I _ ]
' — � Uoln numh�•r
Date test l�cle ano prepaxed �//�/. �pQp .�����r`�� of ho7.e 1►c,Ctom�
DYameCer of hole, � inchea. _�z inclies.
Soil data from test holet
b�pth� inchea �
Soil� texture
- �-- �2' �.ocl� •
Method of acratchin� .aidewall �___,g y` �'L � � �� �
Dnpth o�� pea-sizad �'� �0.� s
Qravel in b�ttom of liole� �, ioches:
Date and hour of initinl wnter filllnC 3 � Z
DepCh of initial water filling� ��oo __ _
�� iiuhae nbove holn bottom.
Method uaed Co maintain at least 12 inches of water depth in hole for at leasr
4 houra M 0.K � � ,�,�+ !�
Parcolatibn teat readinge mada by a�,,�, `� •
� sr VL�..� 1' (��-. t�-� on
atarrin� at � L pp 8'"�• F(�x��um water depth above hole bottc•
ata .�. '
during test� a�' inches.
Time
Interval, Measurement, Drop in aatec rgteolation Remarks
Minutea inchea level, inchce minutes cr
P
' inch
ti � � � z g
/x � �
7 � �
pereolation cote - � �
minutoe pnK i��ch.
� � PCItCOLATION TEST nA'fA SIIiiI:T ,
�+�+��ss�+�verat�vaauzm�uw�•..�r . . .. r. . •.� �
Teet liole lu4ntion �e f �- Q /� !
. Data teat ltule aao _._._. � ilola n�iml,�•r_ � Z
prepared 2 �pp p � p�r��� of hole 1►ottom �_
D'iameCer of hole, � inchea. � � Z inclies.
Soil data from test holet
Depth, inchea
Soil� texture
0� I Z, _ 1. o et.�
Method of acratchinR .aidewall �
�—.S� ��LI� _ c„ � c�r� S'
DepCh of� pea-sized �ravcl in bottom of liole,
Date and hour of lni,tial water fillin� �nches;
Depth of initial water fil�ing� Z -no O � _
• ��- inchea uUove hole botCom. �
Method uaed to maintain at least 12 inches of water depth in hole �or at leas
4 hours a ,` , / r
�
Percolntibn teat readings made by �
� /3 �� o "'� a�. `
� etarting at �0p ' 8'm• �` on
ata ` • tlaximum aater depth above hole bottr•
during teat� $� inchea.
Tima
Interval, Measurement Percolation
Minutea � �rop in water rate� ' Remarks
inchee level� i�ches minutea per
' inch
3 � � �
S
�
�l ? , � ' .
8' .
Parcolation cate -
— 2 g minutca pex inch.
. /�
��•�N,,,u�sr nn�rn su�r•.r � ,
• • �,�Z. . .J .
Teet lioln li�c�tion� �
+ ° — �I� /
Datn teat hcle wao prepAred 3 .._.-- _,_, ilolo nuiul���r .. 3
D'iameter of � 2000 , pap��� oF hole I,o
ho1e� (r � ttom� �
Soil data from teat h inches. ��. inct�ca.
D�Pth. inchea
— �^/� Soil� Cexturc
----�_"" � m c�w` '
Method of acratchin
R .aideWall
Depth oP� Pea-sized ` �- �—��_�_� � � , -
�ravel in b�tto� of ��o1Q.
DBtd, and hour of �
init:[al water fillin� � ��ches.
Depth of initial water � � /2 2 Ooo
Mathod used ' ��1�-i�g� _ � •--..._
� ro maintain i�u hae above holn bottom.
aC lenat 12 lnches of Watex de
4 houre /��(�� pth in hole for
Percolatibn test �� `� �/ gt least
readin8e mads by
3 ata ��� etarting at � r r r �
O � e.m. �^ on
during test, g' r�IIx��'�� Water depth above
inches, hole bottr•
Time
Interval� Measurement� Dro pexcolntion
Minutes P 1n watcsz
inche� lcvel r8te� �
, inches winutea p�r Remarks
g ' inch
7 �
ft"� r � 8'
i
Y , .
----_..
percolation rat� �
minutoa per inch.
PCn�OI,ATION T�ST p�.�� ����,�x
�.aesea�s�*o:,�ra ' •
YtRiiLR[•.�•/ .
'..•t. , •,� .
Tnet holn 1c��nCion
j —�—�'�� Q' g / /.- /
Datn tesC hcle ano prepared -._._ _ .
� Ilolo numh�•�• �
DYameter of '—� �� ���OOp . �)epth of hole hoCtom�
hola� `� inchea. '
Soil data from �� incl�e�,
test hole;
Depth. inchea
�— /Z Soil� texture
--�_, m 0. .-� '
Method of a�r8tchi
nfi .eidewall ,,,,_���_ � �
Depth oF� Pea-sized -�`-d._ c� ��S
DaCe Cravcsl in bottom of I�ole,
and hour of initia� Water �
fill�n� ���hes,
Depth of initial water filling, �
Method used Co maintain at `rZ i��chea �����- .
�eQBt above hole bottom.
4 houra /l . 12 inchea of water de th
"� � �, �/ P in hole ,Eor at
p@rcolatibn teat le8gt
re$di�8a mada by
3 /3 �Ooo etarting at �. r � . �
d te a•m. '^ on
during teat� � .m. • �'tOxiwum aater
inches. dePth gbove hole bottr•
' T1ma
Interval� Measurement. Dro
Minutea Percolntion
inchee �' iq w°tex rate� •
1Qvc1� inches Remarks
ainutes per
' inch
4
r �
� z
,
f
^
,� •
. ]
��"��
���
parcolation ('atQ w .
minutoa p�r inch.
rr•.acor.ATION TEST pArA ,i�r�
aasr�te.�sw++vtiva�u�n��uw�•...� 7' ' •
Teat hola •••••. . •� .
, lu�nCioi�� g, .
Date ° ��K
teet l�c.le yao rrepqred '--• .
DYameter of ------. Ilola n�nuh�•�• _ �
ho1e� �� inchee. �" �O'� ��4r`I� of hole bottom�
Soil data fro� te8t , � incliQa,
holes
b�pth� inchea ' �
� ^ � SOil� texture
----_�, c �
Method of acratchin
DePth o�: R .aideaall �
Pea-sized �- ,` c,� � �
Dgte, and hour oF �rgvel in bottom of liole, ' �
init�tal wACer � inches:
DepCh oP initia . , filli.n� /
1 w8ter fill.in '� 000
Method used S� ���___� inchae ubove
ro mainCain aC holu -_.._
4 houra le°8t 1z inches bottom. '
°� Watex dQpth in hole for at
Percolatibn te8t �, least
readinge made b
3
d e oo etarting 8t �,. �
t Od' a.m. �
durin `' on
$ teet� ° ltaximum water de th
g inches. p ebove
hole bott�•
Time
Interval, Measurement. Dro
Minutes pexcolnrion
inchea n in wot@z rate� •
level� inches Remarks
ainutes per
iach
O
r �
��
/�
1
.Z G
7 � � •
' �Q .
Parcolatioc� catc •.
iZ 0
��nutea pQr i��ch.
��ATION TCST pA�A ,IIPi1•;T
�Yt9Y1Aqt�t�t41�t•.r•/ �
..�O. , •,J
Tnet hola l�,cnt�on .
Data teat l�cle waa � �
�'r�Pared � /�-•�_. IIo1Q numh�•r / " � �
D'iameter of hol�, � � a'� � lr
-�, inches. ' ���h�l� of hole I�ottom��
Soi1 data trom test , inchea.
holet
D�`Pth. inches
2 S°il texture
---_. •
Method of acratchi
DepCh oF� nR .sldewall ,.,_� �. •
Pea-sized � �-� ��� � -
Date aravel in bc,Ctom of I�o�e,
, and hour o;f initia
1 w�rQr fi11�n� �nches.
Depth o� initlal, water � L �400
Hathod uaed ro f�l�ing, _ _
maintain at �r�'�- i���hae nbove hole
4 houra lepat 12 inches bottom. '
�h / of uat�� dQpth in hole for at
Pnrcolatibn teat f
` least
readinge made b f�
3 zna, Y �
d e atarting at . `'�
durin ""'�l�� 8'�'' on
8 test� —� '�—�,'►�; • ��aximum water de th
--_.�, inches. p above hole bott�•
Time
Interval� Measurec�ent, Dro
Minute8 Percolr�tion
inchea �' in Wataz rate� .
level. inchce Remarka
�inutes per
' irich
/ S�
%,
� '
;
�
parcolation cute ..
1 8'
minutoa pQr inch�
��or n°rioN r�sr nn•rn suFr.r
�..,,.P...,R�.4..:.•, . ,
Teet tiole •..•.. . •., .
s lucnCion � �. � .
Date teat l�cle �aa g!
Prepnred �---•- Ilole nuiuh�•�•
biameCer of holn 'Z� � ~ Y �lf
Soil da�a � � inches. ' ���n�i� of hole 1,c,ttom� 2 •
from teet holet . --L 1ncl�ea,
D�Pt�. inchea
So�,l' texture
'_--_.. 0. •
Method of acratchi
nR .sidewall �
DepCh oF� pea-sized ~ _._-�4.�,j •
Date Cravel in bottom of hole�
, and hour oE �nit��� W •Z
uter filltn� inches;
DepCh of initial water � � �
Hethod • £illing� o a
. used Co maintai.n aC � inchee above ~ �
4 houra lepgt 12 inchea hole boCtom. �
! °£ W°te� depth in hole for
Percolatibn �� �� � 1/
teat readin et least
,S /3 88 made by
�OOQ etarring at � .
ate $-� � a.m. . .
during test� ' F�°Xiwum water on
�-�_, inches. dePth above hole bott�•
Time
Ynterval� Meaeurement� p�o
Minutes percolAtion
inchea �' in W°taz rate� •
levcl� inchee Remarks
minutes per
' inch
7 � .
I
i �--a�_ �
` ' �
Parcolation cat� ..
� minutoe '
Par tach.
. ./ r:<"Y ..�
'. ' .:. ..� ..� 4 �.�.. �1`,. 11I�f"r"Nt�V .
t�4v 7 � ' 1'... � 1�4� fC 7 �}i��• �
� ��4�:i ' ' � �.�'� i�' 1'�;�.:• �}.Y'•�'�'Sh.'',}�„-, e, ,
� � ' � � ,, �,'n> ;F �M�UNDdDESIGN�iNORK9HEET
. , , ,
uc�'1 � �= y (FOt FIOW ' , ,. , -
�_���? � ,� , ,� E s up�"tot1200 ��,[d'
..'- �5y`1 yri} ,;�' c :.f 1 � � y !�� �r v��Y .�� '
A. •FLOW ., �.� s�a:�l�. Y �_,,�� vY.,
F
. � r �f� � V4 f �O� � �. ..
Eshmated ,;;,�,� ���:,�:���]�� � . � _�L,, ��; � °��'R�� � , T y ,
. .. p�T�1(,(��` i NY�i. ! �ad�i�w �' �'i�1�r��� � � ��. ,
�r� }� �s k�,�T�+c ,,.''�� ,+r.�:'�,;���`aY. �t> ��`;' , .F.�tl'"ued Sew�se Flo.r.ia cwoos va a>
or measured.�`-�;��:�,,X 1�5 �,��„ �Y�Y �f �5, �,< < ,.�`�,�f �� � .
�s r �� �^W ja �q,�,� + ..�=,-.�':`�d '�j„�'�,'� � ��Q'r�;�r, , , o f 5 �'Pa� �'P°Q 'n'Pe m
B. �7L'�1.. ��`���u�B��i�'�'�� 1�'��r,�r'�!'���„''�����4�}it 'f� yy��r ��n .. . -� ; . '���� .�
i: v�3�'f' �U'��.�t7K M�+�� p t � �',�t�� .� � �� , ... `:,
_ TAIVIC�LTQUID;VpL�s k �r�`� �t� ,,� `-
a /2 SD ��k�»� u, r Sy .,�' t���� ;� us _ iao..
g�0I18 ��'t a� s` � ' 's � � '� 2�� '.• �
,�+� t : � , K�-,� s�, ; , 'a; r�s ark
� � � �:� , � 4 r �;�f�J'ar�y:tr•Y:!f'}'��'4ikg;:F �� �.J � L�.^r� yr yiZf�S w ., �ff�� �-✓Jy ,' . ' � �sr. :a� � � .,r,Gi
C. $Q '�,���'���L'"��N^�r y 9f�l�;tt `�i r ;-� 4 r��`� w y •f4 � �t , . 6 i 'SIS �2 n .
ILS (refertto-site evaluahon) � � r , ` �`�,, ���. �, "8 �oso �oo� ,� ;= r��
y� '''' +,`� �cieo.�y n�y + .t�.Y .���` ��U,�' /., . . n � .. I� :`6)S�: � � : .IIQ
1 .'� :Depth to�estric � � �;fiu�`,, ,,�r;��, *, ,,;:�� % ,� . •�u
2. �"De ��"" '� ,;�;��,,ttng;layer�=��4 F. �!inches�����'�� �fee , . s� ' �`
e-
t •a.i.; P�'hok Gp�dtk�(io
�;. , p ,¢of �rcolahon�tests „� �;-�,,`/2�"��,'�t '`" � + , a�,.� ,
«�� �, �� ;, , � � ` :
3 � ' ;Textur`e �; '� �,,,,�.,���.� ,z " �nches�;:� �� " :;Numberof '�
=Percolahon rate�����; ,� 9 :�� •"`'°;,°"",�q;"° c.;�,�e�,�,,��n
4. Land slope��t ';, ,o� � ,� --��L=mpi , , �� �ry. ���a;��,u
�r °� ' ,� �
1 `''��'��7'�r.," � �"} . � ,7 or 4 1� 1 I23 �
D. R .:,,�����.,;,, , ,,.. '`'¢' •� 7 8or91` 2� �
K LAYEIZQDIMENSI N �
1 ��Mu.lh '13"�`floiv'�'`r" �:��, :���r{, :�.: j,, ,:,K ;t ,-., ,
At �
P.�Y � ate�by�0 83'to obtain Y, `" � > .
F' �
2. - � .���;��� F`��l��gpd X�ps83�Sq�.reqtured,area,of rock layer. A x 0.83 -
� � a
,Select width�oflrock,�laYer�(niaz;10�� ��/�a�'�:����sq ''ft �� , .
3.- `L.en ,t* �-f�,ti ,�-. �, ,�r.i"! �.a•�. .{ .�^<,120 mpi�maxr5) _° . . � , �
gth of rock la �.� � _ � -;'
2 ,�F , _ Yerr-area:+wicith'": ti:�„�.. � ���.�,�� � .
�+S7��y��t �� � ��l�t± � • ,. H �4 ~ [� a �. .a'oa
� . a � � F �
�1;�f u s:. "��.�ft: ��.b�a,;�acC�,,o .
� t,,,;}t '�'`,' " ' '. , . . . . �f.o�a4, ..j��p:.:..:a: . ° .
� �
. �, ri f��t � � '�P�
��� ? l4•
21x�y'� �' � .i . , . r YY 1��;�'� '�`� �} r'• �� - .
... 4 ,�ry,i k 1. ' � .,t ,�i l� �'� �1�
h �
E. ROCK�VOI. �` s '� <120mpi <10' �Length`.��;� ��
'�� �,� , >120mpi <S'
1 '�` Multi 1 '�`rock`area by'rock depth;to get cubic�feet
p y;�,��f¢� � ,. of rock; ,.
2. � r#�k � � ` �����_�c u:f t. �Sq. ft. x ,o S .
Divi de ��t by,27 cu,: ft:jcu. ': " -
;,* � yd. to get cubic.yards•
3. �Multi 1 ` '� ` ,�`-�cu.-ft. +'27-��.cu.��yd. � •
p y cubic yards by:1,4_to"get wei ht of rock in tons;��u. d.
,
�f 4;'r�%_k ton/cu.Yd• _.�tons. r y x 1.4
<<:,, ������,�� . ,
. f� �€�&1f���� .�.;,,t f; .
. . .. . . . . . ,, . .
�` ' . .x;k...�.•MMs;.....'.�. - � . . .
1. ABS4KPTION��yyIDTH�� , ;: , . '
. :- ,
.. .: - , ,
,. ..Percolation rafe in top,12 inches�of soil is 30 'm 1 �'``��`°`P"°°`�''a�s
STexture , ,�,:,;� �s�w. _�f.
'``�ee«, ` P �aw�w��� .� • �� �' '
, �1 � _ Niuuwper lncn :soi�re:tum G'Jl°°': Raco atAE+avoo. `
' 7�t�'�'t . . (MPf) Padar Pa_ . .widri m Rock,. r,:
. � >,•t � `:s9ura foa L+Yi*Width '..
2-- Select allo�,�,able soii�loading rate from table• F'�``�an0�' �a"°s�°° .
, . o.i w s _ s„b i.m t oo �
�,�,.,� , , o.i�os �es+oa �.zo ioo
' � ,' • O � �d/ft= 6�o is S � 0.6o xoo
, . � 16 w 30 �, 0 60 i.32 ,
; � ;'.' • 31 w 45 Silt l.o�m 0.50 '�'.
3:, Calcul a t e a d s o ` '�b 60 ��r�
r p t�o n w i d t h ra tio bY rock la er 6 0�°�'0 a� o.4 s «b,
divid1ng Y si,,,,��,,,�,o a,Y o.z� s.00
r o.2o e.00
loading rate of 120 gpd/� by allow ble soil loadin rate•
�` � -.��.1.20 gpd/ft�+ . �4 �d/ft� _ g .
�• Multiply adsorption�,�,idth raho by rock layer width t
required'adsorption--width; . o get .
.S �
� �� �c: . . �O . .
. -�,,. �;;, 9r :��X ft=�Q.ft
•c�. DOWNSLOPE BERM WIDTH ���- c��n�•
1. If landslope is 1% or more, , '
subtract rock layer width from adsorption width �� . � 4.- -:� .'� ;` r"T.�.�.
'' � Rock t. ,«_:« .: .r�:_•....
to obtain minimum downslope berm toe a�;ns.�,a � . ' Q. ;a�.�..•�::`..+:
� ft -� ft =_/,C1 feet ahudSol! �.� . ... 6.T°�°'i
s��-
2. Calculate Minimum mound Size
a. Determine depth of clean sand fill at �P�'o��nd�, �m �
upslope edge of rock layer: ' �
Separation 3' -�� ft = 1, � feet �'d�' ', n Width :
b. Add depth of clean sand For separaHon (Za)
at upslope edge, depth of rock layer (1 foot) to depth of cover
(1 foot) to find the mound height at the upslope edge of rock layer; , -
�� ft + lft + lft =��L2 feet
c. Enter table with landslope and u slo e berm '���`'�� �`�� � � . : � . .
�Up pe W[dth
� 3 - � <.�� .�� ::.: _,
ratio. Select berm multiplier of '���~� � �-�-� ��.�� � " � � �'�� '" ' �. - .
� '�Up I Width�: po�e,S?eiQ.; Rock Bed �a.t?a,��i�;�. ,:Upsl pe wdth ;
�.o• 6-..��'at �
d. Multiply berm multiplier by upslope mound �:'_..�� .n;;o��, v„ �dth �Q_jC:�a���P� �.,��
height to find upslope berm width: '���'' ; � . t°4�0p�`�p p ,�a�•a`:b'`:�a' � •
3,33 x 3�2 =�L feet i� � . �� . � �. . �. �. � �� . � . .
S �"•.�' ?(''i1•.4:;�_�t
e. Multiply rock layer width by ' �,:t : :,.�.. :`..:.��..�;;�: � � . .
�"' _-. r�r�. .� . . �OWitl�OP!�d' � ' ' '
landslope to determine drop in elevation; - ab� tlon Wld`� �
/D °/ 100 = ,:,r �� ,� , � � .
x-� �+ . 'S feet - � .,.�'::.:,.r,i �� , ��- t
l: � . : �
.. �.,1.:.••?:,.r.r.�ri...1LCl�S��hf.p :.��''r� r .' f.. - � -
f. Add depth of clean sand for slope roel�, '
difference (2e)at downslope edge, to
the mound height at the upslope edge
of rock layer(Zd) to find the downslope height; �
�� � + - .� ft = 3, 7 feet
g. Enter table with landslope and downslope berm ratio. Select �
berm multiplier of__ S DC
h. MulHply berm multiplier by downslope mound height to get gE�SLOPEMU[.TIPI.IERS
downslope berm width:
S,00 x�__ /g feet L,oa DOWNSLOPE ��pB
i. Compare the values of step G.1� � �mvtlPu«�r�.•�� berm mdtlplkrs for�arious
Ia 7. berm slope ntias becro slope radas
and Step G.2h /$"
Select the greater of the two values as the +•
downslope berm width; / feet o �.0 4.o s.o e.o �.o s.o a.o s.o b.o, �.o a.0
j. Total mound width is the sum of � �•� 4•�� s.a6 6.J8 �ss �.s� s.as aa6 s.� � e.s. �.a,
upslope berm (G.2d) '- �.i9 4as s.s6 b.az a.�� zss �.�o a:s+ S.)6 b.ia b.��
width plus rock layer width (D.2) � ).30 ..sa s.as �.az 8.86 z.�s - 3.s� d.�s s.oa s.�9 �..��
plus downslope berm width(G.2i); �' 3.�i 4.76 b.0 �.s9 9.n i.�a 3.as .�.i� �.aa s..�e �.ue
�.�ft +�Q_ft+ S 3.33 S�. 0�6.67 8.57 10.77 2.61� �.00 1.62 5.19 3.71
_�� _ �_feet 6 �.66 3.26 7.14 9J8 12.07 2.54 �.23 3.83 1.41 a.93 5.�1
k. T'otal mound length is the sum of upslo pe > >.so s.s6 7.69 io.3a i3.» �.�a 3.i z 3.�0 �.x� �.�o �.�z
berm width (G.2d) plus rock layer length (D.3) g J.95 s.ss sa3 �i.sa �s.9� z.az s.o� 3.s� a.os a.ay �.r �
plus upslope berm width (G.2d); 9 �+.ii b.:s 9.09 i�.oe is.9z 2J6 �.� �.ls 3.90 a.�o a.o� �
� Et �'�_ Et +_L tt - �feet �0 a.29 6.67 10.00 I3.00 23.33 3.31 ?.86 3.33 i.75 ;.13 i».t ;
II 1.1a 7.14 II.II I'7.65 30.43 2.26 2.78 J.23 ).61 3.95 1:e �
t2 i.69 7.69 12.30 21.4) 43.73 IZl Z.70 3.12 3.19 3.80 1�� !
Final D im esions. :The produet of the muluplier uid the height tesulu irt the ho�zonnl disunce to wherc�he
rm mau�he aisinal lond slope E.x�mple:Na¢�t u uppa edge of rock larer i�3A fee�.nxk
'' q X c� (/ ayer is 10(eet wida,land dope ls 69G ud berm tlipe�atio is 4:1.Upflope benp wtdth�f J._3�
l5 � .0.9.7 f�hd`ht u lowe�ed�s ot eock layer u 3.0+10 z 0.6�3.6 R and dowmlops be�n w�
�5.26 x 3.6.18.9 R
LAYER OF GEOTEXTILE �
FlaBRIC --- l.U/1�,AY S/1h1(U C/1f'
GRASS COVER� —�'�RrORA'�CO LATCRAL
��
CLEAN SAND F�LL, 6 II�CN[$
• . � TOPSOIL
MAXI 3UMo i LOPE —► :;�.;,ti r`;o' o '"`f'';.,'
. ��
y,r� .
�• ,1.
'•1 ,. ...:°��.:,•.. c
TOPSOII. CLEAN ROCI< 2 �
PLOWED p� 3�n TO 2'/Z INCI�ICS i�,.
SUBSOII. ��S��ED SURFA�E �, �
r,,,, "/e SLOPE
CROSS SECTION q - q
PIPE FROM
PUMPING CHA(�,18ER
. . � • . . � .
. ._. . .
`� Y ' • . , q
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'PERFORATED � I I
' �ATERALS ' '
• � ! � . � :`
� • i ��: ( •_''
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, , —
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d9 � 8Ep AREA I ; ; � � z •—
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: � � � � I � •
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. : r I i Z = � " � . ,
. � p � � — ,� � , := .
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.� INCNES I ; --� �-rN��. .
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• -TOl'AL WIDTH --�� � .' �
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PLAN VIEW
PERFORATED �
.��-. LATERaLS
.r``�`: . :� -.. -
SANDY LOAM SOIL � -'' y'. � ,- � �;'--�^.....____ _.__._.
� /^/ vY�• _ •� �Lt_.!^': :: ���. •
T �t:
./ ��� i` � ) .v • � % �;�lr'.:'.��;��
%• /�'' �. ,/' ' /� r'�':,:-
. '. ^.�� �� /:/� �.�;:
LAYER OF GEOTEXTILE � "� '„� -'` �i��.
:. :=,�', i" ,:% .,�'" .� , :.
FABRfC %� ,,-::J �.,j� ,,y . �• .�
„ :�:�/ ' . : /�i � �- ,� -'r�
2 •�.=",..,.. /.� -.����j .��y � .�
PIPE FROM Puh",P � -'.�: /' � ��:�,::' ' j/J�/ .•
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i� �' �±��� �/ , >T•; ��` �
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'.� i. ��� i � •/
c�Earv �ocK // �;
� • •� � . � '�' /%�'� � /� �IvER510N FOR
6 TOP SOI� � �;; .�. .•'.-' ' i / .� SU�;ACE WATEr�
.� I � � � �� � �� �
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Up �- '.� •J ..y • :`: � I'� ,�''�� '
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ARRQE�RaI �.. =_,. .
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DIKE WIDTI—�S FO�
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MOUNpS
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',.�;,;�P_�JMP-SEL-ECTTON PROCEDLraE ,
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�. A. Determine pump capacityc � � . �
<
Gravity Dietribution���';<ys;';;:.;:i
1. Minimum`su8$esfed�is 20 gpm
; ,,. �. ?. ,.
2. Maximum`suggesEed�i's 45 gpm r ,
�
� � � . 4� � .
� , , . . ,
Pressure Diatib�uHo�n�' . �r����,,, ' � t " � �
3.a. Selectnumber�of�iez` orated�1lterals�_ PerfonHon Disehuges in GPM
b. �Select perfo atio�n pJacing'` �^�'•'��3 • ' feet. . � :Head Perforation diameter
c Subtract 2 ftt�rom'�the rock;layer.length. �- � feet ;,,ct,es �
,wa�u�`�i�u, 2�fE���'��l��"feet �.A. y 32 1 4
d. Deternune the number:of:spaces between perforations. Q l.oa 0.�4
Length.perf�sp�c,uig'=�"���`ft:+,:� -
ft.- �d s aces ls . 0.90
.'�` �`� � P' ' 2.Ob 0.80 1.04
e. �� spaces�,�1�,������perforationa/lateral '
f. Multiply�perforayhons'per�lateral by number of laterals to �; . a use�A foot single homes.
e t t o t a l n u m b e r�o f e r f o ra hons �x �__�pe r forations. b U s e 2 0 f e e t f o r a n y t h i n g e l s e.
..,.,c„F�
S• �� x'�r� gpm,� �,'r•:� ; .
7�- fi 1� � �' . . .
� 1 "�'��*' ` Z ��.. t�x �� �. � .
�;;SELECTED PUMP CAPACITY�L_gpm
� ��'�:� --.r74.w,.px t;:��.:.c�,���,..�a'1. • . �
B.Determine head requiiements•;;.; �� ` sou�,�,e.y.�,
1. Elevation difference`tietween pump and point of dischazge. f6 :�
��_ ., ;"' �,�..��'� �v.�(°_�_feek . Tow p�ia,g�,
`Y� 7�J if��{�:ti
2. If pumping to`a:pressure distribution system,five feet for pressure
required at manifold'if gravity sYstem,zero.
��t;;`a`k`"�`�' � feet �"� Elevaeore Dift«ence
3. Friction loss r`�r-•�� ;" ��
�� � ,. , . , ------- -- -
�� a. Enter friction:loss table ivith gpm and pipe diameter. -••••-•.---_--•• . .
Read friction 1'os�';in`fee'E'per-100 feet from table(F-14). .
-------------------------------------
F L�_ � :�r�f�`�J100`ft:of,pipe':.:' ,.
b. Deternune,"to,tal'p pe�;length'Erom;pump to discharge Friction Loss in Plastic Pipe �
poutt`:�:Estiaiate by'sadding'25 percent to pipe length for fitting Nominal
loss,,or use a'.fitting,loss;'chart(F-15,�Q�eet).
pIpe dia.
Equivalent`pipe length 1:25 hmes pipe length=
',;;'�'' :p` hx`1:25 ;`:"�.feet F1owRate 1.5" 2" 3~
gpm
c. Calculate total friction loss by multiplying .
friction loss�in ft/100 ft by equivalent pipe length. 20 2.47 0.7 0.11
Total friction loss= �.�..x 2 S +100= ! feet 25 3.73 � 0.16
4. Total head required is the sum of elevation difference, � 5•�3 1.55' 0.23
special head requirements,and total friction loss. 35 6.96 2.06 0.30
40 8.91 � 2.64 0.39 ' �
45 11.07 3.28 0.48
3 +�_+ � 50 13.46 3.99 OS8
,,,=(1) (2) (3c) 55 4.76 ' 0.70
60 5.60 0.82
g 65 • 6.48 0.95
-,,'TOTAL HEAD 1 feet 70 7.44 1.09
C. Pump selection ���-.' ` .
, ,� '
1. A`pump;must be selected to deliver at least
��gpm (Step'A)with at least _�feet of total head (Step B).
��, .. .
. �
WqTER TIGHT & LOCKQBLE ELECTRIC BOX REDWpOD, CEDAR
PLUGS OR ELECTRIC CONNECTIONS TR�TED POST (4�4 m���
2" PVC CONDUIT SCHEDULE 80 � A�L ELECTRJ� CONNECTIONS MAD
MANHOLE COVER CHAlNED & LOCKED �NSIDE BOX E
6"SPACE SETOPT OF POyyER CORD� FOR
_ SEALED MANHOLE RINGS . � LEMENT
FINQ� GRqpE L
.
.
AT LEAST 12" - ,,�
� . . UNION BELOW GRADE
-� W1RE FROM POWER SUPPLY �
� -�� u PIPE IS LAlD ON A UNIFORM SLOPE FROM
' PUMP STAT(ON UP TO SOIL TREATMENT qREA
� FOR PROPER DR,4(NBACK
;+ _
SEALED TANK COVER �-1F PIPE AT TANK MUST B
PLASTIC R.OPE OR . CHAtN UNION TO �ET ELE1/qT�ON FOR DR,qjNBqCK
w�TH ANCHOR � . A �/4 INCH WEEP HOLE MUST BE USED y
ALARM FLOqT pN SEPARATE wEEP. HOLE �
� ELECTRICAL CfRCUIT �
STQRT LE��� _ � NOTES: ELECTRICAL WIRE FRO
� MUST.NOT RUN OVER ANY qNKs Ug(�Y
- 3"� � BE LAID BESIDE OTHE
_ AND MUST BE PLACED IN CONDU T S
SHUT-OFF LEVE�� _ - � ALONG POST
--- -- ____ -_._
. . — ELECTRICqL CORDS FROM PUMP AND
PUMP CONTROL FLOAT . FLOATS M�U57' gE RIJN THROUGH
CONDUIT: WIRES CANNOT HAVE GROUND
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