HomeMy WebLinkAbout2011-00901 - new septic � � ' CITY OF ORONO PERMIT NO.: 2011-00901
2750 KELLEY PARKWAY
ORONO, MN 55356- DATE ISSUED: 08/24/2011
' 952 249-4600 FAX: 952 249-4616
ADDIcESS : 265 HOLLANDER RD
PIN : 25-118-23-43-0016
LEGAL DESC : HOLLY ACRES
: LOT 003 BLOCK 002
PERMIT TYPE : SEPTIC
PROPERTY TYPE : RESIDENTIAL
CONSTRUCTION TYPE : NEW
ACTIVITY : MOUND SYSTEM-SEPTIC
NOTE: (3)PRECAST CONCRETE 1000 GALLON TANKS�
MOLTND-40 X 83 S.F. ROCKBED- 10 X 50 S.F.
APPLICANT SEPTIC NEW 200.00
ELMER J.PETERSON COMPANY STATE SURCHARGE SEPTIC 5.00
5921 DAGUE AVE SE
DELANO,MN 55328 MISC FEE 0.00
TOTAL 205.00
OWNER
DOEPKE,MARK&CONSTANCE .
265 HOLLANDER RD
WAYZATA,MN 55391-
AGREEMENT AND SWORN STATEMENT
The work for which this permit is issued shall be performed according to
the approved plans and specifications,applicable City approvals,and the
State Building Code. This permit is for only the work described and does
not grant permission for additional or related work which requires sepazate
permits. All provisions of laws and ordinances governing this type of work
shall be compied with whekher or not specified herein.This permit will
expire and become null and void if construction authorized is not
commenced within 180 days of the date of issuance,or if construction is
suspended for a period of 180 days at any time after work has commenced
The applicant is responsible for assuring all required inspections aze
re uested in conformance with the State Building Code.This permit may be
v ed at any tim�due cause.
���2F3��1 �� i ��o����l
Applicant Permitee Signature Date Issued By Signature Date
SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE.
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� g�� City of Orono f R CI USE ONLY
P.O. Box 66 � ��.,�'l D /
��ht,e; � 2750 Kelley Parkway Date Received�,' �� � Permit#v K-��'�—� `
a �'�t fl•f{ Crystal Bay,MN 55323 �-- h
6�. ��,� f �," ����V
���}'i�..$o` (952)249-4600 Amount: $
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CITY OF ORONO — SEPTIC SYSTEM PERMIT APPLICATION
(All permits must be approved by the On-Site Septic Manager and/or Building Official)
Job Site / Owner Inf.ormafiia� `` ° ' �` ` Y
Site Address: ��3 �� � �4'�- ��� ���
Owner: d�"1� !" �� pG Lp k� Mailing Address:
City: D �� "' �' Zip:
Home Phone: Alternate Phone: ��r J � ��5 3�3 I
C�� � g� 7 _��.2�
Contractor/ Applicant Infor�ti�a�'R '
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Contractor/App.: f=�"`C�`�• t��`f S�� � �� _ Contact Person: �'�. �''�-�'��`"��^'�
Add ress: 5 j 2� D�� �e. �U� State License #: 2 � �
City: /-����r� Zip: '�5 3 i`�' Expiration Date:
Phone: ��.�J % �`L- 2-`t`Z° Alternate Phone: C��Z z�2�� �c�9
��`; ;� ���" '°��.,:z�� �```� ' T1�,.�ES OF OCCUPANCY �� �,.� � �n� �����
(�( Residential ❑ Commercial ❑ Other
..��.�;: ��� �:x � ` �.,�.�.� �� `:�:�� PERMIT TYPE AND FEES �����.''� , �:, ,�..,
New or Replacement Syst� $200.00 ��a� ��
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Repair Existing System 100.00
(Tanks or Drainfield)
State Surcharge 5.00 5.00
Total $ L�� ����
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** ATTENTIO�J APPLICANT **
Fill in all a ro riate blanks and check all a ro riate boxes.
I will be installing the following:
Tanks
� Precast Concrete ❑ Fiberglass ❑ Plastic ❑ Other
(list manufacturer)
Number of Tanks: �
Size of Tanks: 1�'�� 1��� � I��a
Treatment System
Trenches s.f.
_,�__ Mound �{c5�C�3 s.f. 10 1< 5 a �'� � l< ,Q��
Gravel less s.f.
Chamber s.f.
NOTE: The contractor is required to provide an As-Built of the system before the
final inspection.
The undersigned hereby applies to the City of Orono for issuance of a septic system
installation permit, agrees to do all the work in strict accordance with ordinances of the City
and regulations of the State of Minnesota and certifies that all statements made on this
application are complete, true and correct.
Signature of Applican9� ' �- Date: � �� �—��
MPCA License No.: 2��7.
Staff Review: Accept ❑ Denied
Reviewer: �����'(�-✓ Date: �'��� �L
Reason for Denial:
Comments (to be printed on inspection card):
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CITY OF ORONO — SEPTIC SYSTEM PERMIT APPLICATION
1. Applications for septic system permits may be mailed or submitted in person at the City
offices; however, permits will not be mailed out. The permit must be picked up in person at
the City offices and work must not begin unless the permit card is on the job site.
*** DO NOT MAIL PAYMENT WITH THIS APPLICATION ***
2. Permits will be only issued to contractors holding a Minnesota Pollution Control Agency
(MPCA) Septic System Installers License.
3. All work must be done in accordance with the approved septic system design.
4. The following inspections will be required for all septic systems:
A. Tank installation prior to covering.
B. Drainfield trench installation prior to covering. For mounds, inspection is required after
rough up, but prior to sand placement (sand must be jar tested for silt content) and
again during pressure distribution piping installation in the rock bed.
C. Final inspection to verify final cover depths and to verify that all pump station (where
required) components are functional and cornply with codes.
5. MPCA licensed Installers or their DRP (Designated Responsible Person) shall be present
during all inspections.
A 24-HOUR NOTICE IS REQUIRED FOR ALL INSPECTIONS.
W:\(Permits)�Septic Permit Application-Updated Surcharge 07-28-11.doc
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! ��P TESTING� ��C. Steven B. Schirmers • MPCA Cert.No. 627
951 Katydid Lane NE •' St. Michael, MN 553F� �763)-497-5066
State License #394
w a r` � , CITY fJF ORC}Nd
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��1_, t� SEPTIC PE MI J��R
! iNSPECTOR ,.....
August 13, 2008 .��' � , :-��` E�� . r- :. i n�TE r� ��PERMIT Na.
nrr�x�vr:n ns suA�it1TEU
o �,��R��'(:DW(THCORR�CTIOI�,��
Mark Doepke ' C] h��"r APPROVED-CORR6CFa Rssuaa�?'
Thcsc commcnts are 1'or your informatial. A�t�k iNdfiR��
ZG5 HOIIa11C�eC RC�. Qj�ON ; i� F�iu cumplinnce wi�h al1 app►icuWo asptia+mtsoaloi oei1�.
�C(�,p I IZcquircmenls including items noi apeciCcatly aMOdIM�i�
Orono, Henn. Co., MN Z' ; Kerr T�us rc.nr sET oN StTB AT ALLTWfS
A compliance inspection was completed for the existing on-site sewage treatment
system located on this property. The system consists of 2-1000 gallon septic tanks & a
trench system. The bottom of the 1 st & 3rd trenches was found at 36" &42" below
grade. Soil borings#1A & ZA found mottled soil (redox features) at 30" &40" below
grade. This system has no separation from the bottom of the trenches & redox features
& is classified as non-compliant.
This on-site sewage treatment system is designed for a Type 1, 4 bedroom home, in
accordance with the Minnesota Pollution Control Agency Chapter 7080 and local
ordinances.
Th,e soils,on this site are a sandy loam to clay loam. The periodically saturated soils
24 to 38 were located at (redox features). Due to the seasonally saturated soils, a
Pressurized Mound System will need to be installed to treat septic effluent. The bottom
of the rock must be located at least 3' above,the saturated soils. pR0
���4�Y
The soils at a depth of 12" have a percolation rate of 4.8 mpi.
The existing tanks may be used if water tight. If not water tight, abandon, pump &fill
with soil & install new tanks to meet Orono Ordinance.
A pumping chamber will need to be installed to lift the effluent to the treatment area.
The power supply and switches must be located outside the manhole and pumping
chamber in a weather proof enclosure. A warning device must be installed with a light
and sound device, this is in case of a pump ;failure. �
OR 1 ����
ONO COPY ������M�
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The manifold and suppiy {ine pipe must have b ck drainage to the pumping chamber.
The distribution pipes shall have their ends ca ped. Be sure the rock and sand fill
material are clean. The sod layer below the en ire mounded area must be tumed over,
just break up the sod, be sure not to over work.
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If the tanks have less than 2' of cover, the lids, isers & maintenance hole covers must
be insulated to a value of R10.
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Cleanouts for each later must be installed 8� b�accessible from finish grade in an
irrigation box with a ball valve. i
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All neighboring wells are located greater than �00' away from the proposed treatment
area. I
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If� garba�ge dispusal is used, an effluent scre�n will be needed in the 2nd tank.
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Keep all heavy equipment off of the proposed �reatment area before and after
construction. The treatment area shoutd be marked off before construction. This
Design is not valid &the system will need to bg relocated if failure to protect the areas
proposed for On-Site Sewage Treatrr�nt occu�s.
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MANAGEMENT PLANS: I
The tanks need to be pumped every 2 years. heck with your pumper to set up a
schedule.
System inspected for wet areas by owner 8� or Inspector as determined by the locat unit
of government. ;
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Any other requirements as determined by the ocal unit of government
With proper installation and maintenance, thi� system should have no problem in
treating septic effluent effectively.
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� Minnesota Pollution ' -
��� ControlAgency �0 l�ance inspect�on Forrt�
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. 520 Lafayette Road North Existing Subs( rtace Sewage Treatment Systems (SSTS)
St Paul,MN 55155-4194 r
iInstructions on pa�e 7
Parcel number:
System status: - � For Local Tracking Purposes:
❑Compliant �Noncompliant j
(based on ali compliance requinements) `
Summary Form
Property Information
Property owner name(s): �i L�
Properly address: S p L,L�. �,�
Property owner's address(if different):
Caunty:�l� r�l!.� Property ow�er phone:°► � � � �. __ Permitang autho�ity: _�¢.p��
date system constructed: j aj�� � Reason for inspeotion:
System Description
Brief system description: �
Local permit number: ''3 l S�� Number of bedr Q��s: ___�___ pesign flow rate: __ (o d v
Is the system: 1
In Shoreland area? �Yes ❑No In Welihead Protection Area?
An U.S.Environmental Protection ❑Yes �No
Syste� serving a Minnesota De artment
Agency(EPA)Class V Injedion WeU?�Yes �No of He�th(MDH)licensed facility? ❑Yes �No
COI71PI11f1Ce StdtUS(Based on sta.te requirements—additional I� 1 requirements may also apply.)
Based on the information gathered and reported on attach�fonns,the compliance status of this system is(chedc one):
❑Certifiqte of Compliance—valid untii(3 years fivm date of►epo ):
�Notice of Noncompliance-For Noncomptiant systems:
The reason for noncompliance is: �
This noncompliant system is ciassifled as(check one bel );
❑ Imminent threat to pubiic health 8 safery �Failing to pro ect ground water
. []Not in compliance with operating permit
Cei't1flCatlOtl(Completed form must be submitted to the local uni of govemment within 15 days.}
l her�sby certify thaf all the necessary inf�rmation has been gathe to deteimine the comptiance status of this system.No
defe�mination of future system performance has been nor can be m de due to unknown conditions during system construction,
possib/e abuse of the system,inadequate maintenance, or future w ter usage.
Name: �����. � ��,
�.'Qr��S � Certification number. _ (d��
Business license name and number: _$ —t-��-fj, L� � '��c� � 3..�c27� �'�C or
Name of local unit of govemment:
Stgnature: .��� �„ �J. �
Date: '�--,� � --p�
Required Attachments Inspector Co piete:This Inspection Report is pages long.
Check compliance forms attached: �Hydrauiic Perfortnance ❑T nk Integrity �Soil Se aration
applicable) �Syetem drawing/As=buiit drawing (]q�f��g�e�{of a y Iocai requirements th t are d�ftom whaP s requ red on this
form �Soil Boring Logs ❑Abandonment form(if appropriate) ❑Oth r informatlon(list):
Upgrade Requirements(de►fired from Mfnn.Stst§115.55)An Lnmk��►,t threar to puWic hea�n and sarety p7pHs),m,st pe upgreded,,ep�aced,or
!!s use dlscrontlnued wltlMn ten montl►s W recefpt o/thfs notice or w/thJn a shaterP�d if iequJred by local adfnance.N the system Is fe3�ng to protect ground
waler,the system must 6e upgraded,�eplaced,or Ns use disconUnued within/he Um requbed by focal o�n� !f an exisqn
law,and has at/east t►tiro feet of deslgn sor7 separatlon.yip.n U�e system need not u 9�em is not IaUing as defined in
locaf ord/nanar Urat ls more aU1ct.Thls ������M�ed,or fJ8 use d►gppnUnue�nphpkhsta�i
Frovision does»Df 6/iply to sysfems!n nd�ess.WeBhead Piotection Ateas,or lhose used In oonnecNon.�'v,m n�
beverege,and lodging estabNshments as del�ed/n/aw.
wq-wwists4-31
4/f/o8 I Compliance Inspection Form for Existin�SSTS
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�Parcel number.
. System status: ❑Compliant �Noncompliant
I (as dete�t3i}ned by this fonn)
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Hydraulic Performance and Other Complian�e
Compliance issue #1 of 4
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Date of observatEon: �-} �-p� Reason for observatiqn:
This form expires upon next inspection or in three years,whichev�r occurs first.
Compliance questions/criteria: (Required)
Check the a riate box � Verification Method*: (Optional)
Does the system dis�arge sewage to the ' «�k�e aAPmp/��te box)
round surface? ❑Yes [�No
❑ Searched for surtace outlet
Does the system discharge sewage to drain ! ❑ Performed hydraulic test
tile or surtace waters? ❑Yes ❑No?
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Does the system cause sewage backup i � Searched for seeping in yard�
into dwellin or establishment? ❑Yes �No , ❑ Checked for backup in home
Do other situations exist that have the � � ��331Ve
❑Yes �No I �d�9��soi1 sYstem/D-boxes y.1�
potential to immediately and adversely , ❑ Homeowner testimony
impact or threaten public health or safety �
eledrical unsafe covers etc. ? � ❑ �mined for surging in tank
a�Y"Yes"answer Indicates that the systar�is an imm/nent ! � �B�ack soil"�b�ve soil dispersal system j.1,a.
threat to pub/Ic hea/th and safety. �
� ❑ System require$~emergency"pumping
Does the system pose a threat to ground � Pe���ed dYe test
water for any conditions deemed no�- Q Yes �No I
rotective as determined b the ins ectoi'? i ❑ Other.
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"Yes"indicafes f/�af the system is failfng to protect , •
ground water.If"yes';describe the condit�on noted: '
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"No standard protocol exists. This list is not exhaustive,
in sequential oMer,nor does ft indicate which
. � combinations are necessary to make this deteitni�ta6on,
Certification I
This form is to be completed and attached to the Summary Form of t�e Minnesota Pollution Control Agen 's MP
inspectlon Form for Existing Subsurtace Sewage Treatment Sy tems.Observations,interpretations,and conclusions must be
completed by an inspector.Completed form must be submitted to th�locai unit of goveYnment within 15 d ys ( CA)Compliance
Property owner name(s): �
�o j �
Property address: ��,(r,� '�-}OLt..-�9.,��p �,
Property owners address(if different): �
County: �-��{���
Phone: `7,�� --l--1 t�,q ,.. �r b'9(�,
I hereby certify thaf/personally made fhe obse�vaBons,inteipretations, and conrlusyons reported on this forrn and that fhey ane
correct.
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Name: ��� ,�! � �� {
�g�' �L'��� I Certiflcatlon number. f�;a�
Business license name and number: $- -
_ � 1�''�l�[1. »�� ���lU �� -z
Name of local unit of govemment: �'�'� � � K 1^� or
,�, � , I
Signature: � jl;r, ,.��(`- ,
_._._.,_,.,.�. Date: � - a )
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w9-►a'wists4-31
4/f/o8 � Compliance Inspection Form for fxistins SSTS
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._�___.._.___. ___.__---.-__._____..__�__�____�._.______ I
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Parcel number.
. System status: ❑Compliant [$Noncompliant
(as detennined by thls form) .
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Soil Separation Compliance and Other Comp iance
Compliance Issue #3 of 4
Dateofobsenration: � -1) �(��, Reasonfirob�rv8 on: ``y''�F''�'�h�1�
This infnmration on this foim does not expire. �
� Compliance quest�ons/criteria. (Required) � Verification Method**-
Check the a ro riate box . (Optional)
� (Check the appropriate box)
For systems built prior to April 1, 1896,and not !
located in Shoreland or Weilhead Protection i � Conducted soil observation(s)(attach boring logs)
Area or not serving a food,beverage or ❑ Two previ�ou�s v� ti s(atta�i bo�ing�oys)
lodging establishment: 3,� 9
Does the system have at least a two-foot ❑ �ther. _yb�-(L�a s��1 �y'E�.y�f
vertical separation distance from periodically I �t�Y✓t �C��L��-�S 3l�`���y2,'�
saturated soi!or bedrock? Yes No �� 5,��,�Q� „�� �,( ��.
For non-pertoRnance systems built April 1,
1996,or later or for non-perFoRnance systems
located in Shoreland or Wellhead Protection Soif observation does not expire.Previous obsenrations
Areas or serving a food.beverage or lodging by two independent partles are suffiaent,unless site
establishment: conditions have been altered.
Does the system have a three-foot vertical
separation distance from periodically saturated
soil or bedrock?" � Yes No
For reduced separation distance systems(i.e., �
"pertormance"systems under old 7080.0179 or � ` May be Bduced by up to 15 pencent if allowed in loce/
Type iV ar V system under new 70$(�.�350 or � orrlinance.
7080.2400): � '"*No standard protoco/exlsts. This lisf Is not exhaustive,
Does the system meet the designed vertical In sequenbal onier,nor does it Indicate which
separation distance from pe�iadically saturated � combinations are necessary to make thls �
soil or bedrock?' Yes No j determfnation.
Any"no"answer indicates that the system is failing to protect � •
ground water. �
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Certification i
This form is to be completed and attached to the Summary FoRn of tlhe Minnesota Pollution Control Agency's(MPCA)Cntttpli�nce
inspecdon Form for Existing SubsurFace Sewage Treatment Sy tems.Observations,interpretations,and conGusions must be
completed by an inspecto�or designer.Completed form must be su mitted to the local unit of govemment within 15 days.
Property owner name(s): �/ �+�L._ p p �
Property address: 1�,� �.�-0�,,.L,����,�,,. �,�j I d.��Q
Property owner's address(if ditferent):
County� _��'�ws'�.�Q�'�-'�'1� Phone: �t c'� �1-},�-al`'� --- l�`'�'.C-s
I hereby certify that I personally made the obseiva6ons,.interpretatio I s, and caondusions reported on this form and fhaf ihey are
correct
Name: 5"S G Certification number: (o a�
Business license name and number. 5-'�' �i����,` � � 3 oy t,�, �(�� 4 q 7 �� „l or
Name of local unit of govem ent• �
Signature: �.,. � �----_�_____ Date: �J �a, (--
wq-wwists4-31 CompliQnce(nspection form for Existing SSTS
4/i/08 �
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' +��P TESTING� �NC• 5teven B. Schirmers • MPCA Cert.No. 627
951 Katydid Lane NE St. Michael, MN 55376 � (763) 497-3566
� �AX • (763) 497-5011
i State License#394
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LOGS OF �OIL BORINGS
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Mark Doepke
265 Hollander Rd. j
Orono, Henn. Co., MN
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Borings completed on 7-11-05, with a hand b cket auger.
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BORING NUMBER 1A- MOTfLED SOIL AT 0" - no standing water present in boring.
0 - 10" Topsoil dark brown loam 10Y � 3/3
10" - 26" Brown loam 10YR 4I3 �
26" - 40" Brown fine sandy loam 10YR /3
40" - 56" Gray brown fine sandy loam 1 YR 6/2 -distinct mottles 10YR 7/1, 10YR 6/8
56" - 66" Gray brown loam 10YR 6/2 - �istinct mottles 10YR 7/1, 10YR 6/8
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BORING NUMBER 2A- MOTTLED SOIL AT 36" - no standing water present in the boring.
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0 - 8" Topsoil dark brown loam 10YF� 3/3
8" - 24" Brown loam 10YR 5/3 �
24" - 36" Light brown loam 10YR 6/4 I
36" - 48" Pale brown loam 10YR 6/3 - c�istinct mottles 10YR 7/1, 10YR 6/8
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� .� . S-P TESTING, INC. ' Steven B. Schirmers • MPCA Cert.No. 627
. � 951 Katydid Lane I�E • St. Michaei, MN 55376 • (76�)497-3566
" � FAX • (763) 497-5011
� State License#394
LOGS OF SC�IL BORINGS
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Mark Doepke
265 Hollander Rd. �
Orono, Henn. Co., MN ;
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Borings completed on 5-29-07, with a hand t�udcet auger.
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BORING NUMBER 1- Elev.97.6 - MOTTLE SOIL AT 38"- no standing water present
in boring.
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0 - 10" Topsoil dark brown lo�t'� 10YR 3/2
10" - 20" Brown clay loam 1 UYR 4/3 �
20" - 30" Brown sandy loam 10YR 5/3
30" - 38" Brown loamy medium sand 1 YR 5/3
38" - 42" Rusty b�own loamy medium s nd 10YR 5/3 - mottles 10YR 6/8
4�" - 48" Rusty gray brown loamy med�um to coarse sand 10YR 6/2 -
rnottles 10YR 6/8 !
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�ORING NUMBER ?- Elev.95.4 - MOTTLED SOIL AT 24"- no standing water present
in the boring. �
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� - 8" Topsoil dark brown loam 10YR 3/2
8" - 16" Brown sandy loam 10YR 4/3 �
16" - 24" Brown loam to sandy loam 10'�R 5/3
24" - 34" Rusty brown loam to sandy loam 10YR 5/3 - mottles 10YR 7/1,6/8
34" - 48" Rusty gray brown loamy fine �and 10YR 6/2 - mottles 10YR 7/1,6/8
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Soil borings cont'd. �
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�ORING NUMBER 3- Elev.96.8- MOTTLED �OIL AT 36" - no standing water present
in the boring.
0 - 8" Topsoii dark brown loam 10Y 3/2
$" - 14" Brown sandy lo�m 9 OYR 4/3 �
14" - 22" Brown sandy loam 10YR 5/3 �
22" - 30" Brown loamy medium to coars�sand 10YR 5/3
30" - 36" Brovm medium sand 10YR 5/3�I�
36" - 42" Rusty gray brown medium sank! 10YR 6/2- mottles 10YR 6/8
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•. CE�'TIFICATION N0.627
STA,TE LICENSE N0.394
� � PER�OLA'�'ION 1�EST DATA SHEET
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Percolation test readings made by S-P Tes 'ng,I_n�on 5-30a17���9:25am•
Test hole location Dce k��5 Ho119nder Rd,Orono �
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Test hole number..Z.. Date test hole was prepared 5-29-07. f
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Depth of hole bottom 1�inches. Diameter of hole�inches.
�UIL D.�TA FROM T HOI,�'
DEPTH,INCHES I SOIL TEXTURE
0- $" Topsoil dark brown loarn �
8�� - �2" . Brown sandy loam
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Method of scratching sidewall is�. Depth of gravel in bottom of hole is�. Date and hour of initial
W�ter fi�g 5-29-�7,_�?'��:.. D�pth of initial water fillingl is 1�ip�1��t�Ove the hole bottom
Method used to maintain at ieast 12 inches of water depth in �ole for at least 4 hours is�mstic siphon.
Maximum water depth above hole bottom during test is�inc es.
Measurement, Drop in water levei, Percolation rate,
Time Time interval,min inches inches minutes r inch Remarks
9:14 �jll 6
9:25 9:40 6 43/8 3.4 15 min
9:41 9:56 6 41/4 3.5 15 min
9:59 10:14 6 41/8 3.6 15 min
10:16 11:01 6 � 41/8 3.6 15 min
Percolation rate=3-b mi_nutes per inch
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•. CERTTFICATION N0.627 j
STATE L�CENSE N0.394 !
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- PERCOI.ATION T�EST DATA SHEET
�
Percolation test readings made by S-P T at�ng,,j�on��starting at 9:24,pm.
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Test hole location Doep.k�,265 Ho Lnr�pr ua�A�� �
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Test hole numberl Date test hole was prepared 5_29_07
Depth of hole bottom 1�inches. Diameter of hole f�i�hes. i
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�OII.DATA FROM 4T u�l�� ;
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DEPTH,INCHES �
� SOIL TEXTURE
�
0 - 10" Topsoil dark brown loam i
10"- 12" Brown cla loam �
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�
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Method of scratching sidewali is k�i�, Depth of gravel in om of hole is�jps�h.�g, Date and hour of initial
water filling 5-29-(_!'I,12•0(I�m. Depth of initial water filling is 12 ��above the hote bottom
Method used to maintain at least 12 inches of water depth in Hole for at least 4 hours is�ntoma.h'c�cin]�
i
Maximum water depth above hole bottom during test is�inches.
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Measurement, Drop in water level, Percolation rate,
Time Time intervai,min inches ; inches minutes r inch Remarks
9:14 refill g
�
9:24 9:39 6 3-112 4.3 15 min
9:42 9:57 6 3-1/4 4.6 15 min
- 9�58 10:13 6 3-1/8 4.8 15 min
10:17 11:02 6 , 3-1/8 4.8 15 min
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Percolation rate=9.�minutes per inch I
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� 1VIOUND DESIGN WORK SHEET �
(For Flo�vs up to 1200 gpd)
A. �'lverage Design FLOW � A-t: Estimated Sewage Flows in Gallons per Day
��'�'` � nu--__-
Estimated to0 C� gpd (see figure A-1) i bedrooms c�ass� C�ass n qass��� c�ss�v
or measured x 1.5 (safety factor) __=�gpd 2 � 225 ��o �
3 - 450 300 218 ofthe
I 4 b00 375 256 values
B. SEPTIC TANK Capacity � 5 �so �5p 2q4 in tne
� 6 900 525 332 Class I,
j 7 1050 600 370 II,or III
a-t►ac� � gallons (see figure C-1) i
�x�s-tiN.� 'S�R�.ti�t-s w�Ns, �,� wt�-5� -c�.��,�-5� 8 1200 675 408 columns.
C. SOILS (refer to site evaluation) � c-i: • T�tce • �� i
Number of Miniawm Liqnid liqaid capacity vrit6 ��d��
1. Depth to restricting layer= a.ca�,.�,43.1 fei t B� ���r s�a� i;n�
2. Depth of percolation tests = !. � fe�et za� �so �i�s ��
3. Texture GL��(Lv� 4 SA��t u��, � 3 o�a �000 �soo �
Percolation rate �t. � mpx � �Ss�9 � 3o�ou 30°°
4. Soil loading rate • �.c� �nd/sqft(see f�'igure D-33)
5. Percent land slope --� % i
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D. ROCK LAYER DIMENSIONS i
1. Multiply average design flow (A)by 0.83 to obtain required rock layer area.
c�u o gpd x 0.83 sqft/gpd =� ft
2. Determine rock layer width � 0.83 sqft/gpd x inear Loading Rate (LLR
0.83 sqft/gpd x I �, gpd/sqft= J�_ft Mound LLR
3. Length of rock layer= area=width = '
4`l�r(-=sqft(D1)� I� ft (D2) = SU ft 4 < 120 M PI <� 2
E. ROCK VOLUME � > 120 M PI < C�
1. Multiply rock area (Dl)by rock depth of 1 ft t get cubic feet of rock
4 � � sqft x 1 ft= 4��d cuft
2. Divide cuft by 27 cuft/cuyd to get cubic yardsl
� � � cuft �-27 cuyd/cuft= 1 � cuY
3. Multiply cubic yards by 1.4 to get weight of ro in tons
_].�cuyd x 1.4 ton/cuyd = a�U tons
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� D-33: Absorption Width Sizing Table
F. SEWAGE ABSORPTION WIDTH �°'"�°^�"� ���
� in Minutu per Soil Texture Gallans AAsorption
I Mpt w�Yf� Ra�io
Fester than S Cwrse Sand 1.20 1.00
Medium Sand
Absorption width equals absorption r�tio (See Figur D-33) `'""'YS"�
times rock layer width (D2) � � -, o 0 0.
o , .
�:�� x I p ft= 2� 0, u ft +�►�� �,a•y o.;5 z.6�
sui c�.y to.m
6I to 120 Silry Qay 0.24 5.00
Su�d pey
Slower l20'
•Srnem dni�ned(or Nae aits�sw be aiEer or pafomrecc
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G. ' 1�IOIJND SLOPE WIDTH &LENGTH � Landslope> 1% slope
� (landslope greater than 1%) ,,,�,,
1. Downslope absorption width= absorption width (F) I �
minus rock la er width �72 �,� ."r�'� `' x.-v""--"^(��'� ; -x: 6"7°�u
Y � � -_..._,_I_ _. :�:��i����::��• .�,s.na i�Yn ;�.��c: .�:'iy,��
..�..,ri:ri'r, _::?�:::. 1N'Cy.,�Si{;' _'°.,vF'` '�S)'� lu:.'�.
a� �� ft- 1 p ft= /v;4 ft -z '``� ���'�'`'� �_
antlon k
Re�trktln6!-aYar �
V�R�d� Rock dlh(D2) �R�(a0
2. Calculate mound size ��
UPSLOPE �0 5�
a. Depth of clean sand fill at upslope edge of `'
AMorptfon NRAtl�-Sand(F�
rock layer=3 ft minus the distance to restricting layer ( 1) �-yr-
3ft- a ,-�- ft= 1pO ft ����
b. Mound height at the upslope edge of rock D"34: LOPE MULTIPLIER TABLE
layer= depth of clean sand for separation(G2a) �a � UPSLOPE �wrrsLo,�
Slo muitipllers for various mnlli liera for vuioas
at upslope edge plus depth of rock layer (1 ft) �►� s�o���e� SPoa nu�.
plus depth of cover (1 ft) �4i 41 :l e:� �:i a� 3:i �:i :1 b:i zl
t,c� ft+ 1ft+ lft= 3,c�, ft 0 30 d.0 5.0 6.0 7.0 8.0 3.D 4.0 5.0 6.0 7.0
C. Upslope berm multiplier based on land slt��e 1 Z 3.85 �.76 5.66 b.5! 7.�1 3.09 427 5.26 6.98 7.53
�----=----� (see figure D-34) Z 3.70 4.54 5.36 6.14 6.90 3.19 4.35 556 6.82 8.]4
d. Upslope width = berm multiplier (G2c) times 3 � 3S' 4.�s s.oe s.� 6.ss �° ,s° s.e� ,.�z �.�
upslope mound height(G2b): 4 � 3.45 9.17 �.84 S.J6 6.�r 3.41 4.76 6.25 7.89 9.72
5 261 3.33 l.00 4.62 5.19 5.71 3S3 5.00 6.67 8.57 10.77
�x -- ft =�ft -
6 Z 3.73 3_65 4A� 4.93 SA1 3.bd 5.26 7.14 9.38 1207
DOWNSLOPE y 2 3.12 3.70 4.23 ' 4.70 5.13 3.80 SS6 7.69 ]034 13.73
e. Drop in elevation = rock layer width (D2) times e x. 3.03 ss, 4.os 9.49 9.ee 3.95 s.ee s.� us. u.9�
percent landslope(C5) = 100 �nL�Y��� 9 2.94 s.9s s.90 a.3o a.6s 4ai � y.o9 i3.oa �a.n
ft x�%= 100= ft L.�tJ�"•�'-11' lo z.s�i x.a6 s.� s.�s �.iz a.aa �a9 �.6� �o.� �s.00 z3.�s
f. Dowr►slop�mourid h�ight= depth of clean il 2.�6 2.78 3.23 3.61 3.95 l.26 9.48 7.19 Il.11 17.65 30.4.?
sand for slope difference (G2e) at downslope � �1 270 3.12 3.49 3_80 4.08 4.69 7.69 1250 21.43 43.75
rock edge plus the mound height at the ;
upslope edge of rock layer (G2b) �'fA i �
'��� ft+ ,�--- ft= '• c� ft 5� dag.°l ��0 3.D �t I...ta ���
g. Downslope berm multiplier based on percent land slop ���� w
�� � (see figure D-34) � _ _
� _ �
h. Downslope width = dov►mslope multiplier i� �� u��o�W,dwc�fd, �s 1s
(G2g) times downslope mound height(G2� �p I I ,
:�•v x `� ft= 1� ft '�' � u i 'w,awcc�a� w;�,rn� _�u, - -- u�,�wia�,ccsa,.
i. Select t�e greater of Gl and G2h as the, 3 � " � �g�c�� so' h N3<
downslope width: � � ft �=�' ) �� � j � no,y,,,��wae,ccz���e i
j. Total mound width is the sum of upslope � � �S Absorpti��dth(F) �� ��'
�._. �
width (G2d)width plus rock layer width , � _ _ _ �
��a�
(D2)plus downslope width (G2i) 1s�-r��-��= ��'� , - � ? .� '
i Tota!Lengeh(G2kj�''J ft
1 S ft+ �� ft+ �� ft= �) � ft W��•�
k. Total mound length is the sum of upslope width (G2d)
plus rock layer length (D3) plus upslope width (G2d)
1S � ft+ ';�,� ft+ /-� ft= �SD feet
'�� �°� 'T ��� Final Dimensions:
�a.� ,��� x 4� a' �-� �
I
t hereby cgrtify that I h�e�mp�ed this work in accordance with ipplicable ordinances, rules and laws.
% �� _�; �` �
�� . �:�' `----�-- (signature) 3`� y i (license#) `tS - 1�-(a� (date)
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� ' PRESSURE DISTRIBUTION SYST�M Geotextile fabric
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� : '
1. Select number of perforated laterals '� i arter inch erForations aced�3' �,.
� � , �
2. Select perforation spacing= 3 r ft � s'of.�oc�`
Perf Sizing 3/16"-1/4"
3. Since perforations should not be placed closer th 1 foot to Perf Spacing 1.5�-s'
the edge of the rock layer(see diagram),subtract feet from
the rock layer length. � E-4: Maximum aqowable nu�of 1/4inch perfor�
per laterd to guarontee<l OX c�sch�ge variation
a c ayer� -2 ft =�ft
I PefIOf0�W1
� ���
4. Determine the number of spaces between perfora 'ons. f� �� �,��h 1.5 inch 2.0�h
Divide the length(3)by perforation spacing(2)a�d round
down to nearest whole number. � y.5 8 14 18 28
Perforation spacing= �1� ft T�ft=�spaces 3.0 8 13 U 26
� 3.3 7 12 16 25
5. Number of perforations is equal to one plus the n�.unber of 4.0 7 11 15 23
perforation spaces(4). Cherk figure E-4 to assure thq number of
perforations per lateral guarantees <IO%dischnrge va�iation. 5.0 6 10 14 22
��spaces+ 1 = l 7 perforations/lateral E-6: Pertorc�tion Discharge in gpm
6. A. Total number of perforaHons= perforations p�r lateral(5) perforation diometer
times number of laterals (1) � head jnches
(feet) 3/16 7/32 1/4
�perfs/lat x 3 lat=�S,L perfo�rations �,Oa 0.42 0.56 0.74
B. Calculate the square footage per perforation. � 2,Ob 0.59 0.80 1.04
Should be 6-10 sqft/perf. Does not apply to at grac�es.
Rock bed area= rock width (ft) x rock length(ft) 5.0 0.94 1.26 1.65
�ft x ,S� ft= s o a sqft � a Use 1.0 foOt fOr single-fomiy homes.
Square foot per perforaHon=Rock bed area +npmber of perfs (6) b Use 2.0 feet tor an i e��.
t�J sqft=�_perfs= •`4� sqft/p�erf
MGI�fOID lOCA7E0 AT END OF PNE53URE dSTRIBU�WN SKTEM
7. Deternune required flow rate by multiplying the t� tal number of
perforations(6A) by flow per perforation(see figu e E-6) ,.�,.
�1 perfs x ��gpm/perfs= �� '""""'
�gpm
8. If laterals are connected to header pipe as shown o�n upper �,�;�,'''�j�
example,to select minimum required lateral diameter;enter ,.�
�� ����
figure E-4 with perforation spacing (2)and numbe�r of perforations ��`"°M
p�r lateral(5) �elect m.inimu�n diameter foz ' �
��, ; 4TOUT Of/EMOIYTED PV[t,�TEP�1.5 rOR
perforated lateral= �?�ulches. � "�w°'^�„�»N.�°,°
.d.o..,��...K..r
9. If perforated lateral system is attached to manifold�pipe near E��,,,a,,,�� „�
the center,lower diagram,perforated lateral leng�j (3) and � �=`� ��"'��
number of erforations er lateral 5 will be a rbximatel one R �..��a �
P P � ) PP Y �,�.�
half of that in step 8. Using these values,select 'm�imum '°�� - _ ,_����
diameter for per forate d latera l= ----- in c hes. I � ,�
� �,.,�
I d �� �
, ���
(
I hereby certify that I hav�ompleted this work in accordanc with applicable ordinances, rules and laws.
�i `�'"� ��•�',� `---•—_. si na r ��1 # �� �
( s tu e> (Iuense ) 13 (late)
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'� '�'�� PUMP SELECTION�PROCEDURE
,
. �
1. Determine pump capacity: j
, - -;A. Gravity distribution j
I. Minimum required discharge is 10 gpm i .
2. Maximum suggested discharge is 45 gpm. For otljier
estaUlishments at least 10%greater than the wate supply rate,
but no faster than the rate at which effluent will fl�w out of the
disriibution device.
B. Pres�ure distribution �
See pressure distribution work sheet �
I
,
From A or B Selected pump capacity: �gpm
�. Deternnine pump head requirements: �
A.Elevativn difference between pump and paint of dis�hargQ? soi treoiment system
�_feet i & t of�rge
i ���
B.Special head requirement?(See Figure at righf-Special Head Requirements) total pipe
� feet inlet � 2A.elevation
G Calculate Friction loss pipe
difference
1. Select pipe diameter�_in --- q �
----•---••----------------- ------�
` 2. Enter Figure E-9 with gpm(1A or B)and pipe dia�eter(Cl).
Read friction Ioss in feet per 100 feet from Figure �-9 Special Head Requf�ements
Friction Loss= �•� ft/100ft of pipe Gravity Distribution 0 ft
3. Deternnine total pipe length from pump discharg to soil treatment Pressure Distribution 5 ft
discharge point.Estimate by adding 25 percent t pipe length for
fitting loss.Total pipe length times 1.25=equival nt pipe length E-4:Friction lou in Plastic Pipe
"ls feet x 1.25= l 1°I feet i
� Per 1�feet
4.Calculate total friction loss by multiplying friction loss(C2) nominai
in ft/100 ft by the equivalent pi�e length(C3) and,clivide by 100. pipe diameter
= a•S ft/100ft x 1 � +100= '� I ft ftow rate 1.5" 2° 9"
m
� D. Total head required is the sum of elevation differen�e(A),special � 2•47 0.73 0.11
head requu-ements(B),and total friction loss (C4) � 25 3.73 1.11 0.16
�ft+_ � ft+ a ft= � 30 5.23 1.55 0.23
� 35 6.96 2.06 0.30
Total head• feet � ao a.9i 2.ea o.39
3. Pump selection a5 i�.o� 3.2s o.as
� 50 13.46 3.99 0.58
I 55 4.76 0.70
A pump must be selected to deliver at least,'�gpm bp 5.60 0.82
(1A or B)with at least�_feet of total head (2D� 6,5 . 6.48 0.95
� 70 7.44 1.09
I hereb certify th 1 hav co gleted this work in accord ce with applicable ordinances, rules and laws.
4+�"�'• i ature I �'! license# '' "`Q date
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CITY OF ORONO � CALLED w ��
INSPECTION N�TaCE scHE�u�Eo --���.�� � �
PERMIT NO. =�'`L I I U��f C I COMPLETED
ADDRESS ��' -> �I � �1- I � �/'1(�tG� r
OWNER TELEPHONE NO.�;�� �`�V� ��-' 1
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? ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL
J ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL
� OWNER/CONTRACTOR TO MEET YOU:�YES_NO
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W ❑`CORRECT WORK&PROCEED PANCY
0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
V BEFORECOVERING PERMANENT
❑CORRECTUNSAFECONDITIONWITHIN HOURS. � pHOTOTAKEN
INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR '� CITATION ISSUED
❑ INSPECTION REQUIRED.CALLTO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance. (952� 249-46��
OwnerfContractor on site:
Inspector. a� �
White Copyllnspector's File Canary CopylSite Notice
_�o — " — C��/ ATE TIME �
CITY OF O OR NO CALLED iN I / /
INSPECTION /�ICE /� SCHEDULED / '! �
PERMIT NO. v� �OO'7O OMPLETED
ADDRESS �/�J� ��G/G��.�QLf� ��
OWNER T P ONE NO.���� �8�—����
CONTRACTOR � ��
�; DESCRIPTION 'd'`f
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ll� ❑ FOOTING ❑ PLUMBING FINAL ❑ CAV/GRADING/FILLING
� ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORE/WETLANDS
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O ❑ FRAMING ❑ MECHANICAL FINAL ❑ TREE REMOVAL
Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION
Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS
� ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT
v ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP
? ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL
J ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL
Z OWN CAuT�erm�EET YOU:�YES_NO
� COMMENTS:
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W� ❑WORK SATISFACTORY:PROCEED ��ROJECT COMPLETE
W ❑CORRECT WORK&PROCEED ��❑ ISSUE CERTIFICATE OF OCCUPANCY
0 ❑C�RRECT WORK,CALL FOR REINSPECTION TEMPORARY
V BEFORECOVERING PERMANENT
❑CORRECTUNSAFECONDITIONWITHIN HOURS. � pHOTOTAKEN
INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED
❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance. (952� 249-46��
OwnerlContractor on si�e: �
Inspector. „
White Copyllnspector's File Canary CopylSite Notice
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