HomeMy WebLinkAbout2014-01242 - septic mound system . • CITY OF ORONO * 2 0 1 4 - 0 1 2 4 Z *
2750 KELLEY PARKWAY DATE ISSUED: 10/29/2014
ORONO, MN 55356-
(952) 249-4600 FAX: (952) 249-4616
ADDRESS : 440 BIG ISLAND
PIN : 23-117-23-32-0078
LEGAL DESC : BIG ISLAND
: LOT MB BLOCK MB
PERMIT TYPE : SEPTIC
PROPERTY TYPE : RESIDENTIAL
CONSTRUCTION TYPE : NEW
ACTIVITY : MOUND SYSTEM - SEPTIC
NOTE: NEW SEPTIC SYSTEM
APPLICANT SEPTIC NEW 200.00
STATE SURCHARGE SEPTIC 5.00
BURNS EXCAVA'T'ING, INC.
3470 CO. RD 21 TOTAL 205.00
MAYER, MN 55360- Payment(s)
(612)685-4303 CH�:'CK 25415 205.00
Minnesota State License#: SW-1888
OWNER
REIMANN, JOHN &ALICE
21957 MINNETONKA BLVD#12
EXCELSIOR, MN 55331-
AGREEMENT AND SWORN STATEMENT
The work for�vhich 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 thc work described and does
not grant permission for additional or related work which requires separate
permits. All provisions of laws and ordinances governing this type of work
shall be compied with whether or not specitied herein."I�his permit will
expire and become null and void if construction authorized is not
commenced within l80 days u1�the date of issuance,or if construction is
suspended for a period of� 180 days at any time after��ork has commenced.
The applicant is responsible for assuring all required inspections are
requested in conformance with the Stale Building Code.'This permit may be
revoked at am�time for due cause.
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Applicant Permitee Signature Dale Issued By Signature Datc
� RECEIVE'�
,� ����- OCT 2 2 2014
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� Septic System Permit Application
Please complete this applicaton completely. Failure to fill in all of the required information may
result in a delay of processing your application. Submit this application, a complete copy of the
site evaluation and the design at least 3 working days prior to the projected installation date.
Pro ert Owner: .{- iC L ' I Email:
Mailin Address: �'J � �'! -- L �i � � ' I' i.t` • `"� �
Phone: Cell: Work: Home:
��'�������'��� Phone:
Desi ner: . L ' � License# �Z S Z, Email: :��u, � C i� �i�
fyr-¢.l�`� �r"(�v L F�i3 u �v`"�-
Installer/Contractor: -- License# � EmaiL��- a - PhoneL�� '- r�Z
Date to be Installed: f�=/�� /
Pro ert Address: � � � 2 :" L�-ih� �
Existin Se tic S stem E es: Yes No Com liance Ins ection Date:
P81'Cel: (if no address) � /�� — r G �� � F
General Lot Dimensions: Width: De th: Total Area: (,4cres or sq rt)
Home T e: #of Bedrooms ,j Clothes Washer: Water Cond:
Garba e Dis osal: Hot Tub/Whir ool: Dishwasher:
Well: Existin New (to be installed) Size of Casin : De th of Casin :
PROPOSED SEPTIC INFORMATION
Soil Types: Sizing Factor:
Septic: New�_ Replacement Addition Other
Tanks: Qty: Z New�_ Existing Total Z .
Tank Type 'i� �: Capacity /C�c? Manufacturer :�ivFi tTL�-iTl'}`��
Pump Stati n: Tank Type 1/�f, �L(___Capacity /aCC_'� Manufacturer i-%UfiL7i7 var�'�_ �
T'-i- p'�
(if applicable) Pump Size Type Failure Alarm Type �
Drainfield Total Length Total Width Maximum Depth �
Trenches w/rock Trench w//chambers v
K
Rock below pipe in v
Pressure Bed Mound Other (explain) �
Mound Dimensions: Rock Bed x ft Absorption Area x ft �
Clean Fill below rock bed inches
Filter: Type Manufacturer Alarm Type:
New designs shall adhere to 2008 MPCA standards.
OFFICE USE O LY
Permit#d � —O`� •Z Payment Rec'd Zoning District
Field Checked Date Inspected New/Replace
SKETCH: Submit licensed site evaluation, design, sketch and management plan with
application. If substantial changes are made to the design during installation, a new design
must be submitted with the date and designer's signature prior to installation and inspection.
Compieted Site Evaluation �Yes ❑No Date �`����/Y
Completed Design Worksheets �Yes ❑No Date CiJ/��/�
Compliance Inspection ❑Yes f�No Date
Management/Monitor Plan es o Date Approved �� � �y
�
AGREEMENT: I/We the undersigned, hereby make application for work described and located
as shown herein. I/We certify that the information contained herein is correct and agree to do
the work in accordance with the provisions of the Orono City Code and the State of Minnesota
MPCA Rules 7080-7084. I/We further agree that any plans, specifications, or drawings
submitted here 't re aEcuratQ an hall become art of the application.
/� Z� /
Signature of Homeowner or Agent Date
PERMIT: Permission is hereby granted to the above named applicant(s) to perform the work
described in the above application. Any and all changes to the approved design shall be
reported to the designer and to the permitting agency prior to the completion of the work. This
permit is granted upon the express condition that the person to whom it is granted, and his/her
agent, employees and workers shall conform in all respects to the Orono City Code and the
State of Minnesota 7080 —7084 Rules. This permit may be revoked at any time upon violation
of said ordinances and codes. This permit expires on December 31 of the year in which it is
issued. This permit, with all supporting documents, will become a permanent part of the
property records on file at the Orono City Hall.
c�c�.�,/ /fl 2 /
Community evelopment Director or Designee Date
Return this Application to:
Phvsical Address: Mailin_q Address:
City of Orono City of Orono
2750 Kelley Parkway P O Box 66
Orono, MN 55356 Crystal Bay, MN 55323
Phone :952-249-4600 www.ci.orono.mn.us
Fax: 952-249-4616 amack(a�ci.orono.mn.us
Septic Permit—Revised 7/8I2014 Page 2 of 3
UNIVERSITY ' �°�
OF MINNESOTA
'L.��.
Septic System Management Plan
for Above Grade Systems
The goal of a septic system is to protect human health and the environment by properly treating
wastewater before returning it to the environment. Your septic system is designed to kill harmful
organisms and remove pollutants before the water is recycled back into our lakes, streams and
groundwater.
This management plan will identify the operation and maintenance activities necessary to ensure long-
term performance of your septic system. Some of these activities must be performed by you, the
homeowner. Other tasks must be performed by a licensed septic maintainer or service provider.
However, it is YOUR responsibility to make sure all tasks get accomplished in a timely manner.
The University of Minnesota's Septic System Owner's Guide contains additional tips and
recommendations designed to extend the effective life of your system and save you money over time.
Proper septic system design, instal[ation,operation and maintenance means safe and clean water!
Property Owner John & Alice Reimann
Property Address 44O BIg ISIaC1C1 Property ID 03-117-23-23-0010
SystemDesigner Wenk Associates - Peter Miller, P.E. Phone 763-497-3566
System Installer Burns Excavating Phone 952-955-3112
Service Provider/Maintainer TBD Phone
Pe��cring authoriry City of Orono Andrew Mack, AICP Phone J5Z-Z4J-4F)ZG
Permit# 2014-1242 Date Inspected
Keep this Management Plan with your Septic System Owner's Guide. The Septic System Owner's Guide
includes a folder designed to hold maintenance records including pumping, inspection and evaluation
reports. Ask your septic professional to also:
• Attach permit information, designer drawings and as-builts of your system, if they are available.
• Keep copies of all pumping records and other maintenance and repair invoices with this document.
• Review this document with your maintenance professional at each visit;discuss any changes in product
use,activities or water-use appliances.
For a copy of the Septic System Owner's Guide,call 1-800-876-8636 or go to http://shop.extension.umn.edu/
http://septic.umn.edu
Version 11/03/2010
- 1 -
� Septic System Management Plan ,::��
UN I V ERS I TY for Above Grade Systems
OF MINNESOTA �
Your Septic System '�.r�,,�'
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SepNc System Specifics
aSystem is subject to operating permit*
System Type:QI�.�II QIIIQIV*Q V* � System uses UV disinfection unit*
(Based on MNRules Chapter 7080.2200—2400) Type of advanced treatment unit
*Additional Management Plan required
Dwelling Type Well Construction
Number of bedrooms: 3 Well depth(ft): �
System capacity/design flow(gpd): 300 �Cased well Casing depth: �
Anticipated average daily flow(gpd): 300 �Other(specify):
Comments Distance from septic (ft):'125'
Business? What type? Is the well on the design drawing?QY Q N
Septic Tank
One tank Tank volume: gallons � Pump Tank 100o gallons
Does tank have two compartments?OY QN ❑ Ef�luent Pump make/model:�
� Two tanks Tank volume.• 1OOOee cex'S"�� gallons Pump capacity 20 GPM
❑ Tank is constructed of Plastic TDH 30 Feet of head
Ef�luent Screen type: None ❑ Alarm location Top of Pump Tank
Soil Treatment Area (STA)
Mound/At-Grade area(width x length): _ft x _ft � Cleanouts or inspection ports
Rock bed size(width x length): _ft x _ft Surface water diversions
Location of additional STA: 333 L.F. Infiltrator Chambers Additional STA not available
-2 -
. UN I VERS ITY Septic System Management Plan �
for Above Grade Systems �
OF MINNESOTA
.���.
� �
Homeowner Management Tasks
These operation and maintenance activities are your responsibility. Use the chart on page 6 to track
your activities.
Identify the service intervals recommended by your system designer and your local government.
The tank assessment for your system will be the shortest interval of these three intervals. Your
pumper/maintainer will determine if your tank needs to be pumped.
System Designer: check every 24-36 months
My tank needs to be checked
Local Government: check every 36 months
State Requirement: check every 36 months every 36 months
Seasonally or several times per year
• Leaks. Check(listen, look) for leaks in toilets and dripping faucets. Repair leaks promptly.
• Surfacing sewage. Regularly check for wet or spongy soil azound your soil treatment area. If
surfaced sewage or strong odors are not conected by pumping the tank or fixing broken caps, call
your service professional. Untreated sewage may make humans and animals sick.
• Alarms. Alarms signal when there is a problem; contact your maintainer any time the alarm
signals.
• Lint filter. If you have a lint filter, check for lint buildup and clean when necessary. Consider
adding one after washing machine.
• Effluent screen. If you do not have one, consider having one added the next time the tank is
cleaned.
Annually
. Water usage rate. A water meter can be used to monitor your average daily water use. Compare
your water usage rate to the design flow of your system(listed on the next page). Contact your
septic professional if your average daily flow over the course of a month exceeds 70% of the
design flow for your system.
• Caps. Make sure that all caps and lids are intact and in place. Inspect for damaged caps at least
every fall. Fix or replace damaged caps before winter to help prevent freezing issues.
. Water conditioning devices. See Page 5 for a list of devices. When possible,program the recharge
&equency based on water demand (gallons) rather than time (days). Recharging too frequently
may negatively impact your septic system.
• Review your water usage rate. Review the Water Use Appliance chart on Page 5. Discuss any
major changes with your pumper/maintainer.
During each visit by a pumper/maintainer
• Ask if your pumper/maintainer is licensed in Minnesota.
• Make sure that your pumper/maintainer services the tank through the manhole. (NOT though a 4"
or 6"diameter inspection port.)
• Ask your pumper/maintainer to accomplish the tasks listed on the Professional Tasks on Page 4.
- 3 -
UN I V ERS ITY Septic System Management Plan �''�
for Above Grade Systems ��'
OF MINNESOTA
���
� J
Professional Management Tasks
These are the operation and maintenance activities that a pumper/maintainer performs to help ensure
long-term performance of your system. Professionals should refer to the O/M Manual for detailed
checklists for tanks,pumps, alarms and other components. Call 800-322-8642 for more details.
• Written record provided to homeowner after each visit.
Plumbing/Source of Wastewater
• Review the Water Use Appliance Chart on Page 5 with homeowner. Discuss any changes in
water use and the impact those changes may have on the septic system.
• Review water usage rates(if available)with homeowner.
Septic Tank/Pump Tanks
• Manhole lid. A riser is recommended if the lid is not accessible from the ground surface. Insulate
the riser cover for frost protection.
• Liquid level. Check to make sure the tank is not leaking. The liquid level should be level with the
bottom of the outlet pipe. (If the water level is below the bottom of the outlet pipe, the tank may
not be watertight. If the water level is higher than the bottom of the outlet pipe of the tank, the
effluent screen may need cleaning,or there may be ponding in the drainfield.)
• Inspection pipes. Replace damaged caps.
• Baf�les. Check to make sure they are in place and attached, and that inlet/outlet baffles are clear
of buildup or obstructions.
• Ef�luent screen. Check to make sure it is in place; clean per manufacturer recommendation.
Recommend retrofitted installation if one is not present.
• Alarm. Verify that the alarm works.
• Scum and sludge. Measure scum and sludge in each comparhnent of each septic and pump tank,
pump if needed.
Pump
• Pump and controls. Check to make sure the pump and controls are operating correctly.
• Pump vault. Check to make sure it is in place;clean per manufacturer recommendations.
• Alarm.Verify that the alarm works.
• Drainback. Check to make sure it is operating properly.
• Event counter or run time. Check to see if there is an event counter or run time log for the pump.
If there is one, calculate the water usage rate and compaze to the anticipated average daily flow
listed on Page 2.
Soil Treatment Area
• Inspection pipes. Check to make sure they are properly capped. Replace caps that are damaged.
• Surfacing of ef�`luent. Check for surfaced effluent or other signs of problems.
• Lateral flushing. Check lateral distribution; if cleanouts exist, flush and clean as needed.
• Ponding. Check for ponding. Excessive ponding in at-grade and mound beds indicates
problems.
All other com�onents—inspect as Gsted here:
Check for ponding or any standing of sewage in chambers when system is idle due to unique location to assure proper percolation.
-4 -
UNIVERSITY SepticSystemManagementPlan `��
for Above Grade Systems
OF MINNESOTA
Water-Use Appliances and '�:���"
Equipment in the Home
Appliance Impacts on System Management Tips
• Uses additional water. • Use of a garbage disposal is not recommended.
• Adds solids to the tank. • Minimize garbage disposal use. Compost instead.
Garbage disposal . Finely-ground solids may not settle. • To prevent solids from exiting the tank,have your
Unsettled solids can exit the tank tank pumped more frequently.
and enter the soil treatment area. . Add an effluent screen to your tank.
• Washing several loads on one day • Choose a front-loader or water-saving top-loader,
uses a lot of water and may overload these units use less water than older models.
your system. . Limit the addition of extra solids to your tank by
• Overloading your system may using a liquid or easily biodegradable detergents.
Washing machine Prevent solids from settling out in . Install a ling filter after the washer and an ef�luent
the tank.Unsettled solids can exit screen on your tank.
the tank and enter the soil treatment . Wash only full loads.
az�� • Limit use of bleach-based detergents.
• Think even—spread your laundry loads
throughout the week.
• The rapid speed of water entering • Install an effluent screen in the septic tank to
2°d floor laundry �e tank may reduce pedormance. prevent the release of excessive solids to the soil
treatment area.
• Be sure that you have adequate tank capacity.
• Powdered and/or high-phosphorus • Use gel detergents. Powdered detergents may add
detergents can negatively impact the solids to the tank.
Dishwasher performance of your tank and soil . Use detergents that are low or no-phosphorus.
treatment area. . Wash only full loads.
• New models promote"no scraping". . Scrape your dishes anyways to keep undigested
They have a gazbage disposal inside. solids out of your septic system.
• Finely-ground solids may not settle. • Expand septic tank capacity by a factor of 1.5.
Grinder pump(in Unsettled solids can exit the tank . Include pump monitoring in your maintenance
home) and enter the soil treatment area. schedule to ensure that it is working properly.
• Add an effluent screen.
• Large volume of water may • Avoid using other water-use appliances at the
Large bathtub overload your system. same time.For example,don't wash clothes and
(whirlpool) • Heavy use of bath oils and soaps can take a bath at the same time.
impact biological activity in your • Use oils,soaps,and cleaners in the bath or shower
tank and soil treatment area. sparingly.
Clean Water Uses Impacts on System Management Tips
High-efficiency • Drip may result in frozen pipes • Re-route water into a sump pump or directly out
furnace during cold weather. of the house.Do not route furnace recharge to
your septic system.
• Salt in recharge water may af�'ect • These sources produce water that is not sewage
Water softener system performance. and should not go into your septic system.
Iron filter . Recharge water may hydraulically • Reroute water from these sources to another
Reverse osmosis overload the system. outlet,such as a dry well,draintile or old
drainfield.
. Water from these sources will likely • When replacing consider using a demand-based
Surface drainage overload the system. recharge vs.a time-based recharge.
Footing drains . Check valves to ensure proper operation;have
unit serviced per manufacturer directions
- 5 -
UN I VERS ITY Septic System Management Plan =
: ::
for Above Grade Systems
OF MINNESOTA
'�y�,
Maintenance Log
Track maintenance activities here for easy reference. See list of management tasks on pages 3 and 4.
Activity Date accomplished
Check frequently:
Leaks: check for plumbing leaks
Soil treatment area check for surfacing
Lint filter: check, clean if needed
Effluent screen: if owner-maintained
Check annually:
Water usage rate(monitor frequency )
Caps: inspect,replace if needed
Water use appliances—review use
Other:
NOteS: Chamber inspection pipes should be checked periodically or when tanks are pumped to verify there is no standing water in the drainfield
Mitigation/corrective action plan:
"As the owner of this SSTS, I understand it is my responsibility to properly operate and maintain
the sewage treatment system on this property, utilizing the Management Plan. If requirements in
this Management Plan are not met, I will promptly notify the permitting authority and take
necessary corrective actions. If I have a new system, I agree to adequately protect the reserve
area for future use as a soil *r�E2�tment system."
��
Pro e Owner Si nature: -� � Date October�2014
Management Plan Prepared By: BUC'11S EXCaVBtICIg �� Certification# L�SSS
Permittin Aucnori : City of Orono - Andrew Mack, AICP # 8922
�U'2010 Regents of the University of Minnesota. All rights reserved. The University of Minnesota is an equal opportunity educator and employer.
This material is aeailable in altemative formats upon request Contact the Water Resources Center,612-624-9282. The Onsite Sewage
Treatment Program is delivered by the University of Minnesota Extension Sen•ice and the University of Minnesota Water Resources Center.
- 6 -
�
METRO WEST IIYSPECTIOIY SEKVICES, IIYC.
Loren Kohnen, Pres. (763) 479-1720
FAX (763) 479-3090
Mtrowst76@aoLcom
May 28, 2014
TO: Lyle Oman
Building Official
City of Orono
FROM: Loren Kohnen ��
RE: 440 Big Island
Orono, Minnesota
SEPTIC SOIL VERIFICATION
On Thursday, May 22, 2014, I did a soil verification (septic) at:
440 Big Island. Mr. John Reimann is proposing to build a home at
that location.
Onsite were: Gabriel Jabbour, John Reimann, soil scientist Peter
Miller and myself.
At the site Mr. Miller showed a site that had not been tested for
a new septic system. After reviewing soil samples, it appeared
re-dox was not present and in one soil boring gravel was present.
It appears to me that a trench system could be installed at this
time. I do not have the design for the system from Peter Miller.
Tank and pumping truck location was discussed; there should be no
problem. The existing system will still be used for the old cabin.
After leaving Lot 440, Mr. Jabbour, Mr. Miller and myself visited
550 Big Island. This parcel is for sale. We checked piezometer and
borings that Mr. Miller had installed many years ago. This being
one of the wettest Springs in years, it would be a good time to
check. All (5) were dry, no sign of wa�er at this time. A trench
system could possibly be installed at this site.
LK: jg
cc: John Reimann, Jessica Loftus, Melanie Curtis, Mike Gaffron,
Gabriel Jabbour, Peter Miller.
Box 248, Loretto, Minnesota 55357
� � �k NOTICE
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is pr��os�d, r�n 8-IZ°�o aiope e�:ists at th� pr�pased drain ��.?� ic�cati�n. Pro�.rt�� iine�
��,�er� id���ti#izd �� tl�c �ti�,•ncr an�i it is the t�«n�r's res�fln��lailittir ��st ihe �re�:c�s�1
�nk�'�ra�n field Iccati�t�s �n ihe �igure a.��i �takec� onsite are (�t�d ��rith�n th� pr�.�pzr��
nc>undarses �nci c�utside �f�ny existin��asemettts_ 'I�h� prop�sed ll��tt�. �t��ll be ser���d �;y
�n e�isting wetl loca�ed c�n the adja�;��tt�rc�perCtir tc� th� nar€h. Ti3ia pr��aer�F i*�==�h�abi�� ��
under c�mmc�n ���rt�r�t�z�? �=ith ��►c �r�p�szd szte anti has an ��isting �?'��'S that�ill nc�t
�-��:t��:�c���ieci.
�. Stii� C.�ndiCi�ns—T�e I�en���p��� Cc�unt�'Suil Sun�eti �<as re�-€e��°ed priar to c�ur site��isit;
the 3ail sur��c�= inci�cates th� si�� is und�r�a-;n be� gtaci�l til[ deposii�s. I'h� �oi► pr���te
de��,ription��,�a�pteted f'r�rc�the soil bc�rings is f�ui�� in ���enui� A. T�Z� ic�catic� �f�h� '
sail tes��a�e fc.jund on t����i��cr�,
(7n I�t��, ?�.?t�I� 1'�'et�c� visite.ci the s`tte «ith S�il �eie�tists and�13'C� De�iMn�rs P�te�-
Viilter anc� '41�tt �un�mer-s. ��ni� i��as acr�;��pani�d ��� t�e a�-ner and Lc;:en f�csl���,�,
':vi�trc� i�4'est Ins�ectic�ta��i�h��cQmplefed the saii verific�tion f�r ihe Cit�•ac t'�c:time c�tl��
it7Y�S�1£.Tc��ltti7,
T��e s�ii par�nt materiat f�r the area, hi�h ci�rama IQam soits �ith tl�rea�s �# ��l�.iurn
�arbc�nates (ofte� missdentift�d as ln�v chr�tna iro�� r�c�u�t�an�}, ti��re fc>z�r�i i�, ihe
6nr"t��s. In a�c�icion, redc�ish irc+n cr�ncr<.�ians ;i•�r� Qbscr��ed. Thw�e sc�ifi �ear�re� ar� �
r�sul� c�f' the seil par�nt znater`ral nat � tluc;tu�tin� s��sQnat ;;�aTer ta�1e. Satusat��
c�n�it:G��s w�rc:not ohser�=ed a►�d an i�-�r�un�trench sy�st��n��prap�s�:d.
�a�cr percalatic,n ie�ts �vere��nduct��3 in th� ar�� �f the prt-�po�ed deain ti�id. 7'h�te,��
indicat.e the soil haci a �r�rc�tati�n rate 4f ap�ro�imatet�° l� minutes per �nc�. Baa�c��n
the scaii prc�tite desc�iption� anci pe3�; tests � Ir��d.in� rate nt Q,=�-5 �aliens �r ��� �er
sq�are foo#v�xas sel�cted.
i
,� .����.� � �� �;�,�
�� ���
�" � ..,..
-�� Stzirs� ot Treatm�nt ���:�t�n� — 7�7� ��'fi is desi�ne� fc�r � thee�-�ectr�c? `I"}�� �T
tesic�ence: iE��: =:-stim�i��� ��}si� f���� i�r t�si� r�si�enc� i� 3�t} na1��.yr�s. Sittt� �nd t�>!�ti
fittur�s ����d t� �e ���nitarc;� ct�setv ta ensure prc�p�r o�e.ation. � 1e�1�in� fauc�t �r
tc,ile�Lan�r�c�re����d��b{e tt�e dail�-flo��=ta the C3�'S ar��cau��hvd��uli�#aiiur�.
�. I�e�c*�ptic�n�f t��Tr�atment Pr�ce�s—
• Primarv`treatm��t-��i�a�s is�r��itrF�isch��ed fr��m ihe t�c�u�e to a se�tic t�n�.
'vatur;al tlfala�ic�� ae�ri.�ities ta�i�� plac� insi�ie uf the se�stic tank ��iil t�par���
sc�iicls and susp�;��ed ��rticles. �c�tiels a�e cec�uc�d to so�n� extet�t throt��h th�s
proeess. �-,�--�►�� � °�
� 1 �
• ��al Treatrr►ent—Efflucnt is�Iter�d thratteh an efflueni ��ter az�d pa��� ed��a a a��� `
i�raY it}' ted �rain �e1d. �hs the efflu�r�t Cricl�Jr:s d1;��7� i�z�� the sc�il �:rc �.�x�ical
�rc�c.ese�s rerr�os�e�a�r��tf�l 4�iet���s at;c�bactcs-ia. �Je-"■•.9tvs�.Qi
�l
�, D�scri�t��n ��Treai��r►t ���tern — (��.e Fi�ure and de�ign sheets for additi���al ��i�il.
C;c�t�eractt�r c��£ ;ete�:� �q�f f�ai�nt prc��cts tc� tl���e ctes�-rib�d �re�€�w if th€�° m�g� th�
rec��irem��ts af]ocal �t-cdin�nce, ���Rule�Chapter�{��0,d��i�n�r appr���al.�nd c���ner
s��presval j.
• Se�tic �"�nk—�'�o�c;�ed; l.�f�0 ���[lu�s lntk�€�atc�r� II�i-1��f�Q s�ptic tank. tnlet �nd
t�utlet c���he tar��r���t h��e rc���er i��tan�� ti>cr ate «aterti��t seals. �c�r�rracti�r
to ft�llac{ tnart���'actur�r in�=�llati��anc��Sirri�?r����r�mert5.
� �,if� Tat�t� — Pr��ose�: 1.(�(}� �;ali�n In�itrazor€ i�-lf��Q se�tic ��k. f�let ��� ����,
c�tttt��of t��-3e t�r��� i��u�:I�a�e�i�b�r fittin�s t� ireate r��aterti��t seal�. C�a��ract�r
tt� f��Ioti� t�ac�fi��ctur�� ins���laei�-�r �zn� ���ri:�[ ���t��r�ra��nis. ��an:�: �c� in���.�a� ��t��
�ffl�iy�zt p��-�p in a �cr��n�uli t� d�i€�er a rninimum�f 2Q�allc�rN p�r�inut�
���ith a�t�foc�t hea�. ""'� `
w+.�s J'0 6..� i�vr��� s�o•,.r..t� �
• ��ptic�`�if#�"aizk �is�r�•�-�Z�"dian��ter li�av� ��rru�ated P!�'C�i}?e. :� e���t�r�ight
��al must b�, creut�.�l b�����e�r ��� c��tan� and ih� each ris�r ���i�g a �;an1: r�riser
a�a�ter and seaIin�t1�e giser��the�c�apt����=�it���S�+r����iat� 4uaterprc��fing ���nis�
Tc�p at riser 3�c�ulc�i�e l"-i-,at�Uc�e �ini���d��'a�ie.
+� S��tic.�Li� ��t�k �i�er ����er — 2�#`. diart�eter fiber�lass v��er ��ith .:��ske� �nt3
t��i��i�n�zm�.'�f ins�;:�tic��s. Dc�nc�t bi�ry�ri��r c.�r��r.
� 17r�in �i�ld — E�cavate the drain �ield �t th� lucation tdc;picte� =�f� Fi���ge,
C:�ntraetor c��� �Far�° �r�cati�n sli��tl� �asei� c�n fi�Id conditic}ns tc� instal� ircnc?���
or��:c�nto�ar. 1���,all E��iehr� �lial��t��with� �iaa:si�zum�epth�f�'.� �et. install six
tren�h�s�� sh4wn�.,r�Fi��.a��t6t-�tc�i�l area c�f��#t�squ�fe��.Th�iref�ch len�th�
in fe�t are: 2i}, `_'�. 3'',�V. ��,anc�a2� :For a tc�t�t I,:�v,*th�;f I�f3�e�.t. ��i��{►��'`'�"`
� ��� � � .�„
���stall �5 Infl���tar�' �ic-� Stan c� gr�velle�� �ha���cs. �ffi�ien� ��•iIt ��
�istri�uted ihr�:��:h c�r�;� [ac�xes. Instatl th� chais��?ers �� r�ec?mmc��ed �3� t�e
�
� � .
��"' �`�1'�3
n�anu�a�t��•er. Cc���er t�c, �r��-elle�s c��ml�er� uith 1?-�S ` ���s �#' cs��•�er ax�� ��
si�3pe�zc���-at a►ninimurn S tc� ! st�,pe. ��tat�l��h a�e�etatG e�:�r�er��c�er ihe drain �'}^�
�elc�irnr���:�iate3�=. '
. �
7. �,imitatior�s _ C)ur in��eat'[��t[c�n, I���ut, desi��z. ar►d recak��in dati«ns are �asec� an data
�u�rr�itted. Tf cc�n�itions consider�L�ls �if€er�nt fr��rt� t.t��se �s�rib�d in tl�is r��art ar�
Ync-c��tered. ti�°e must t�e nc�ti�eci. �f p��pc�s�d constr�cti� �r cam���rtctt�� art; c}�an��d,
�e rnusr be noti�e�tc� evaivate 2I-�e eff�c�t of tne c���n�;es tt�e ��as���atzyr s��st�m. �ny.
�l�an:��s tc� the d�si�n nzust �r; ap�rc�4 ed l�y ihe c�esi��r �r� ���itt b� as,��s�e� ��diti��aia!
desiAn cas�s. If change� 3r� made to [��� dcsi�t� 4�itho�t ih�; k�l���l�d�:e �rjci a��src�va� c�f'
the desi�nc:r the design sl�atf �e ���id.. r�11 �4nstn�ctie�� is t� �ie i� acc�,r��r��� ti�=ith il�e
IS"I`� re4uiatians: Pi�e t���e and siz�. �n:�ta��a€iat� re�tziremet�Gs, se�tic t���cc���stru�.���n.
and uther s�ee:�f�catic�ns nc�t depicted it� our r��rt are i� c��f�rm to 1�TS re�,�laiiL;7s,
Th�"snstaller of the s�stem is t�bw lie��sect�a;r€he'1,�innes��ta Pc�t2�*sc�n G�+ntre��genc��.
I cez-�ii� tlzat ti�is �lan. dc�cum�ni t�r �e�t�r� w�r�s �az'���re�f �y rn� or �i;tci�r �ny' �ireet
4u��er�isior�and tl�at I �r�� a d�s3�-li�.ensed Peraf��sa�nai Soil Sc���tist ar�d �.��artc�d I?e�i�ne�
unrI�r th�; ta����ef`the State of�linnesota. it y�u hase c�u��ti���,pte�e feel#'r�e tv catl.
;`�inc-erely,
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Legend
OParcels ♦ Wells
Q Building 4"PVC
Drap 3, Proposed Trench
�„avc '' a°` Proposed Septic Tank/Lift Tank 4"Gravity Sewer Line
� -Drop Box ��-� 1.5"or 2"Supply Line
OProposed Trenches > Drainage Swale
�Altemate Site Trenches —► Slope Direction
2012 Aerial P�otograph(Source�.MN GEO)
20 10 0 20 nN ■ Perc Test Distances
Feet ry 6 Soil Boring
.�,.an,ao,<„m,a°;�8$XM�,�,.s����oz.3
BIG ISLAND SEPTIC SYSTEM DESIGN � Wenck �UNE 2014
Engineer5-SdenLsts 1800PIoneerCreekCenter
Proposed Site Features Business Professonals Maple Plain.MN 55359-Od29 Figure 1
Appendix A
Soil Information
Perc Test#1 (18"hole depth) Perc Test#3(22"hole depth)
Time (min) Depth to Water(in) MPI Time(min) Depth to Water(in) MPI
0 5.5 3 6.5
12 7.25 7 15 9.5 4
24 8.75 8 26 10.5 11
35 9.5 15 37 11.25 15
45 10.25 13 47 12 13
Highest 15 Highest 15
Perc Test#2 (21"hole depth) Perc Test#4(28" hole depth)
Time (min) Depth to Water(in) MPI Time(min) Depth to Water(in) MPI
1 9 4 6.5
14 11.5 5 16 9.5 4
25 12.5 11 27 10.5 11
36 13.75 9 38 1125 15
46 14.75 10 48 12 13
Highest 11 Highest 15
Soil Profile Description
Date Completed: 5/22/2014 Test Pit# S61
Completed By: Matthew Summers,Peter Miller Equipment: Hand Auger
Project John Reinmann Highest Known Water>54"
Landscape Position Summit Vegetation Wooded
Mapped Soil Type Lester loam Mapped Parent Material Till
Horizon
Bottom
Depth
(inches) Matrix Color Texture Structure/Consistence Redoximorphic Features Notes
8 10YR 2/2 I
12 10Yr4/2 sl E-Horizon
26 lOYR 4/4 cl
36 lOYR 5/4 scl
54 10YR5/4 s 2%coarsefragments
.
Soil Profile Description
Date Completed: 5/22/2014 Test Pit# SB2
Completed By: Matthew Summers,Peter Miller Equipment: Hand Auger
Project John Reinmann Highest Known Water >70"
Landscape Position Shoulder Vegetation Wooded
Mapped Soil Type Lester loam Mapped Parent Material Till
Horizon
Bottom
Depth
(inches) Matrix Color Texture Structure/Consistence Redoximorphic Features Notes
6 lOYR 2/2 I
E-Horizon
12 SOYr4/2 I
26 lOYR 4/3 cl
2%fine,prominent,7.SYR 5/6 Fe
46 lOYR 4/4 cl concentrations and medium,distinct
lOYR 4/1 de letions.Relict
5%fine to medium,prominent,7.SYR 5/6
52 lOYR 4/2 scl Fe concentrations and medium,distinct 5%medium to coarse SYR 4/6 ochres
lOYR 5/1 de letions.Relict
5%fine to medium,prominent,7.SYR 5/6 10%violentlyeffervescent lOYR 7/1 fine to
56 lOYR 5/2 SCI medium streaks of calcium car6onate.Matrix
Fe concentrations.Relict strongly effervescent
5%fin2 t0 m2dium,di5tiflCi,10YR 5/6 F2 15%violentlyeffervescent IOYR 7/lfineto
70 2.SY 5/3 I medium streaks of calcium carbonate.Matrix
concentrations.Relict stronglyeffervescent
.
Soil Profile Description
Date Completed: 5/22/2014 Test Pit# SB3
Completed By: Matthew Summers,Peter Miller Equipment: Hand Auger
Project lohn Reinmann Highest Known Water>70"
Landscape Position backslope Vegetation Wooded
Mapped Soil Type Lester loam Mapped Parent Material Till
Horizon
Bottom
Depth
(inches) Matrix Color Texture Structure/Consistence Redoximorphic Features Notes
6 lOYR 2/2 I
E-Horizon
10 10Yr4/2 I
21 lOYR 4/3 cl
2%fine,prominent,7.SYR 5/6 Fe
42 lOYR 4/3 cl concentrations and 5%medium,faint
lOYR 4/2 de letions.Relict
5%medium,faint 2.SY 5/2 depletiOnS. 15%violently effervescent lOVR 7/1 fine to
50 2.SY 5/3 I medium streaks of calcium carbonate.Matrix
Relict strongly effervescent
25%violently effervescent lOYR 7/1 medium
70 2.SY 5/3 I streaks of calcium carbonate.Matrix strongly
effervescent
1
Soil Profile Description
Date Completed: 5/22/2014 Test Pit# SB4
Completed By: Matthew Summers,Peter Miller Equipment: Hand Auger
Project John Reinmann Highest Known Water>70"
Landscape Position backslope Vegetation Wooded
Mapped Soil Type Lester loam Mapped Parent Materiai Till
Horizon
Bottom
Depth
(inches) Matrix Color Texture Structure/Consistence Redoximorphic Features Notes
8 lOYR 2/2 I
12 lOYr 4/2 I E-Horizon
23 lOYR 4/3 scl
2%fine,prominent,7.SYR 5/6 Fe
44 lOYR 4/3 cl concentrations and S%medium,faint
lOYR 4/2 de letions.Relict
5%medium,feint 2.SY 5/2 deplOtiOnS. 10%violently effervescent lovR 7/1 fine to
51 2.SY 5�3 � medium streaks of calcium carbonate.Matria
Relict
strongly effervescent
25%violently effervescent lOYR 7/1 medium
7� 2.SY 5�3 � streaks of calcium carbonate.Matrix strongly
effervescent
►
Map Unit Description:Lester loam,morainic,6 to 12 percent slopes,eroded— 150 Big Island
Hennepin County,Minnesota
Hennepin County, Minnesota
L22C2—Lester loam, morainic, 6 to 12 percent slopes, eroded
Map Unit Setting
Mean annual precipitation:23 to 35 inches
Mean annua/air temperature:43 to 50 degrees F
Frost-free period: 124 to 200 days
Map Unit Composition
Lester, eroded, and similar soi/s: 70 percent
Minor components: 30 percent
Description of Lester, Eroded
Setting
Landform: Hills on moraines
Landform position (two-dimensional): Backslope
Down-s/ope shape: Linear
Across-s/ope shape: Linear
Parent material:Till
Properties and qualities
S/ope:6 to 12 percent
Depth to restrictive feature: More than 80 inches
Drainage c/ass:Well drained
Capacity of the most limiting layer to transmit water
(Ksat): Moderately high to high (0.60 to 2.00 in/hr)
Depth to water table: More than 80 inches
Frequency of flooding: None
Frequency of ponding: None
Calcium carbonate, maximum content:25 percent
Gypsum, maximum content: 1 percent
Available water capacity: High (about 10.5 inches)
Interpretive groups
Land capability(nonirrigated): 3e
Typical profile
0 to 7 inches: Loam
7 to 38 inches: Clay loam
38 to 60 inches: Loam
60 to 80 inches: Loam
Minor Components
Angus
Percent of map unit: 15 percent
Landform: Hills on moraines
Landform position (two-dimensional): Summit
Down-slope shape:Convex
Across-s/ope shape: Linear
�� Natural Resources Web Soil Survey 6/24/2010
Conservation Service National Cooperative Soil Survey Page 1 of 2
�
Map Unit Description:Lester loam,morainic,6 to 12 percent slopes,eroded— 150 Big Island
Hennepin County,Minnesota
Terril
Percent of map unit: 12 percent
Landform: Hills on moraines
Landform position (two-dimensional): Footslope
Down-slope shape: Concave
Across-s/ope shape: Linear
Hamel
Percent of map unit: 3 percent
Landform: Drainageways on moraines
Down-s/ope shape: Concave
Across-slope shape: Linear
Data Source Information
Soil Survey Area: Hennepin County, Minnesota
Survey Area Data: Version 6,Aug 18, 2008
�� Natural Resources Web Soil Survey 6/24/2010
Conservation Service National Cooperative Soil Survey Page 2 of 2
Appendix B
Design Specifications
� � ; t35�f� "�ren�� l�+�s��n �
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� 8. Co�P�axim�r?��}epth. � 3� ir,��,� t3esi�ts��s Ma�ti��s�r D�ptt;;��^cl�es
�. Soi#L�ading Ra��. Q,�� GPDJft? �ontour�oading��te: �gaiif�
D. Requixed Sc�ttot���ea: #�sE�n F.ow{1.A)-ioading+�ate[9,C)_�r�tiai Re�ired Bctctrr�A€��
����t?+ �.45 I�P�,+€t` = =vt� �fz` •
E. Setect I?ispersa'<.�iedia: �3�C�Ck * ;i���r
{521C'CC#t}(�C2�UiP�} ��4�1$t�t`�C��CO�i.l�4 ��
�. s��:ect�astrt�utiort�tttuzd: CIPre��ure [��ra+rity-�r�p
��ravxt;�-C?t.h�� � 6
t's,�*distr�bt����n me�{��s inst�}=v�1}n c����ct witl���:�dy or E�amy san-��sr w9t�`��percvla�i�n rat:e�f 9.� tc�rnp;
.�3�icate d��irabuti��or+rea:��nt m��:���;
Z. T�ENCH C�`AiFtGUR�T1iJN:ttt'�K
�. �r�tiat r�;s�red ` Side�.��: Bettom Area B�Etom Ar��� ���_��`
trench bat�c;�n area � ?+�sorptto�s � tr�;:�i, � .�
f���;��tion �uttt�i���
.� , i�ch��; , hot�c�m area �c�er
{-� a r�:�'.� i
. � ; 6 to 1 i � 1 3(i� , �
- �:....._ �(liStCt�=ti'af:a�- .
A ��LCf f� ��> � Q.� � �
a� >
z#`S�p Z� ` ��� S'�,� `
� � °�5�d��t�i
24 € 4'�'� u.b `
i
p�--�.. —€ '`t.✓ �r
8, Set�c#5icle+,vat€�;ei�ht. I 't ��!��hes ' D f� ``�,r-`-."�—'"
� �� o�;��
�. Desig�3 6ottOrr��rea�2,A�: f�2{l `��
�3, 5etete�.�nch�'�E�'th; � 3�ft
E, To[aE De.igr�ed Tre:zch Len�th: Bottonr Are� :�'cet�ch V'di�Ch =Ti�tai Reqc�xre�i Trench Lengtih
� �'�t� + �.;�4: f�.� ��� ��
(. �a�cuta;�e�:n:mc�m system tength bas�d on Cor���ur Laad:�g t?ate:�esign Fl�� Can��;.�a�Lo�^'���Rate = �
�5`� gpd. 12.t3 gat,ft = � 37.� ft
F. ���ect fl�.�.�f 7�enc�s: ���tre�sches
� G. �Eect Tre:�ch Spe���: �`t {tY'�icai#y�- t2 ft fr�m center tc�center}
H. �aicutat�:.awn Area.Trench Le�ih t2 trf X Treac�*S�aci�s�2.G)=squ�re feeL r�f iav�n area
333 f f� 7��€t = ��7 �ft'law��rea
J. Se:evt Qept►i�tequire�t�Co�er�istr�butic���^i�;
v.5 ts t0.33€t tar�ressure,C+.S ft for�ravity}
K. Gaicuiate ft:��t�olume: iSidewat[�leight t2.$i�De���Lo Ce:.�r Pipe i�.,;})X Bott:�-�:Area(�.�.}=cubte,eet
� t,�t? ft � �1.50 ft) X fi�Q �r� -� 15(3(7 f�°
D�vid���''�y 27�t'iyd�t��aitutat�cu�ric y�,�s:
�r,sn����ft' �- �7 _ �b y��
,.�....�..m...
3. fiF�ENCH CCN+I�i�J�tA'i"�Ohl:�EGiS7"ERrD Pt���JUCTS-�i-�AMBE�S AND kZ�LtJW
q, ir,•i�*at requir2� Sidewatl Bottam Area BoztC�ri Area i)es���
tren��;�ttom e�ea A�sorptivn Reductit�n h�ttiplier trenc�:
f�` : #r m 1.t� 4�nchesi bottom�re�
�to 71 � 9
� f 2 to i 7 2t"}� �.8
; #8 to 23 34� �.66
� Z4 �� Q.6
� B. Registered�roduct: !
� G. Setect Sidewait M�ignt; �inches = L_.____ �ft
I3. Design 3ot:cxm Area(3.A): ��ft`
E, Re�istered Width. �fk
F. A�linim�+m i]esigned Trench L��th=Sottom Area{3.C}:Tr�nch Width(3.D} �
C�ffz �� �t- �.___�f� �
G. Enter the Registe#ed Product Cornp��ent CeragC?i; ��ft
N. Numk�r of Com�nents z ivlinimum katai Ler.gih Requ�red drvided by Cazn�+rs�nt Ler��th{�ound upj
L� ft- L�t ft= {�_.._tcc�mponents
1 !. Actu�i Tatal�re�:.l�+Length=Nurriber of Components X£amponent Len�[h;
�cornpaFaents X ��t = ���t
J. Cak�utat2 Min�mum length per tr�nch hase�on Contc�ur toad#n�Rate:t�esi�+n Ftr��r=��R= �
� L�_..,__���d���at/ft = � :`t
� K. Setect Na. of Trenches: t���trenches
y l. Le:�sth per t-ench=Actua[Trerech 4.er�gt� s Num�r of Trenches. Recommend�d to nc�t�xceed 3,x. }
�T^� ft z �gattfk = �ft �
� M. Seiect Tfench Spaci��: 1���ft �typtcalky 5- t2 ft fram center t4 cent�r3 s
�
; ht. Caltiutate�awn Area.TrnRch tength 7i Trench Spacing -square feet�f(awn area
�
' � ft X�—!�ft = ���ft�l��n are�
I
Gomment�'
�
i
,
�
� � �
i
� ;
1 � �
t
i
�(
1
_i
t�ST� �ren�h �t Be� �e�� �
ft�tinne��sta F�ltuticin ��?ti I V ERSITY � µ,
Catttr€�1 A errc� ����S��P� QF �'�I Iv';��SOTA __`. �.��..
1. ��STEM SIZT�G: F`r�j��ID: 4��3•Otf(}1 v 17.€T9.22
A. �siqn Flaw ,r7esigrr Sum.t�}. 3C0 ;r�� �,:�c7dmu�rs�Japth`: � 3� in:hes
C. 5��.LOU�`ng R�te jDesign St,r!r.2L��: ¢ Q.r¢� �GPDitt� '�e�t#�to iimitina��n,yifion{�sigr S�rr,.2A; 3;t
.�ft se�r.�t�on�rray�``e reduced}`arTr£.L�ve!�er�
b. Rer#caired8ott�am Are�:��sign f:v+�(1.Ai i..c�din��tate(1.�)=initret��yu�red Bct��m Aren
340 ���i�- fl,45� GP�Ff�1� ��7 ..�f`�
E. Se[ect L9isper�ct�hledia: �j��tk
�t�t�er Approvec�Media Charnbers �
�. Setect�;str•ibcrtics�t.Met(t�d: �`+p��SSt�"�
�C3'aVity-€�r�p�rOX
C����aity-C?��r � _..�.v..�
�. Selecx srT��ersat T�r�.-�:
�--'Trent� - Rock �Trer�ch - Pe�istere� �rod��; Charni��r
��Bect - ��;,k �Bect - Resti���red Pr��uct:
2. ;RENC»�{3�7FiGUF�T4t7N: (Rarck or eq�ivalent��dia,y
Initia:= c��ired ` 5idewa!! D*��i �
A. � 8ott�m Area B�ttQm�r�a ��
��r�r�th� .�n are� r �bsoTpt��� � tr�;��: ��.�_..�Y�_�_____...�.�
ir`C�: {frWrit.D; tinchesl Redt�ticrn � N�a{tiptiet bottor��;ea � =>c�,v:=r
6 to i 1 C�a 1 ; 667 �Discribv���
�.......
�
'2 to 17 7_t�;� t�.� j 53'? {r
O�k; 1$�0 L.� �4z= �.t�� � *{4{} � j �-`}S!det+aii
f'i
24 4�';m �.5 4tlC� -
�__.�,r-;__..-%
,nches - 1.�1 ft w�dir
B. Selec�Sidewatr f�erght: 12 - �
�. !�esign�ettom:4rea (2.A;. 53� ftx �
�
[�. Setect Trench FY��th: 3� inches = � 3.F� tt
E. Tota1 Designed Trenrh Lera�{�:Qottr�m�rea (Z:C) : T"rerkch Width [�.D)= 7atai Required 7ren�ch Length
� 533 ft` } 3.Q � f�= f�� ft
F:�e#�ct Trench Spac�ng : $-,��� fE 'tY�catFyE 5- 12 jt frnm cer�ter to re�+��r,p
G, �a4tutate=�axn Ar�a:Trencn tength ��,�i X Trer�h Spacirrg s2.�)=Cfi�lawn��e�
1�€� � {i X�8�8 �ft = 1421 fc`tarovr�area
H. ��icutat�;�inimum t��i�t[�based an Coni�:Loaciin��ate:L�sign fta�r�f��: �Lt�r7�il=
�flt?.t� ��pd: 12.i� ;3al/ft - 25.0 ft
I, 3f����rock,seiect L��p:h f2equi�d to Cover Dixtr=r�;�iiorr Pipe:
� i,� �t't ���, .�r� ��r::.C.- �,.�a���a.
4��P Basic Pump Selectic�n Desi�n ���v��s�zx �
Mirsnesoza Pot!�atian �+(3#"lCS�eQ� pF MI Iv'�ESOTA
�cs�t�ot A er�c �"�'`�
i. t Uti�CAP�t�f s'Y Fra;eet tp: �ya3-OOi;� . v ti:e4.22
Pu:r,pSng tc vravity or Pressure Dxser!bution: Q ���y v a�t Safecti�n Fequired 't
i. tf Pum�arg to gr�:t�enter the ga(fan per mj�ute of the px.mp, YY�,^�V 24 GPpA C-'C-45 g{zmi
Z. tf p��irtg to a�essurizet!di5inbution sy3iem: �_�GPM
�I me i.F af Prrswre Oi,'ntut?ae'.1 . . .. � � n . � ..
�,mM d oxr��.
�. HEAD FtEQUtRfMENTS �.-�_�--�`
�� ����..,
a. ��tevatianDifferenca 1S ft � �:'�"--''`R �
_ _. , �
beLwee.^.�mp arC P^�nY��i�c:tar�e: �°v� ":n°�"�'+�`-.,-- `�,�,; '
i ' � �
B. t�is;ri�.rt�on Head�ess: � 1t�i f# �"<
' i; �------------�_---- --•_..... ........a._�.
C. Add�t=�c!at Head LoSs: �jft(d�to s�eL=aE equipr+ent,�tc.1
--__ _�_.,_.
� Table I.�rictian 3.ass in P1aStk Pi�+r_ _�er t4CKt
Di�Durion Heart L�s #� �iameter�inch�s}
Grav(tY Diatributio�=fltt Fto�v Rate ,�� _-__. _..__..�_n
€GFM� 1 1:Z5 . ?.5 . 2
--._ ..� _... .__._.__ ___�_._
P��sure Dfst.riksutio� basec!c�sl+n#nf+rsa�rm Avera$+e Hea� tU 9.i 3,1 i,3 C'.y
VaLu�on Pressure Dfstributeon Waric�eet: f� �3.g q.� � �,g q,4
i+J��a�t»airrt A.vera e Head Dis#tlbution �asd Loss ' 14 t7.0 ; 5.7 , 2.:4 � �,�
1cc sft i6 ° 21.8 f ?,3 � 3.� � 0.7
2ft 6ft /8 4.1 3>B � �,�'
Sft 1(3('"t 24 � , ?1.t ' 4.5 1.i
ZS t6.$ �,9 ?.?
i3. #.Supp{y P'spe Diamete�� 2,Q its 30 i 2�.5 I �3,? � �.4
35 ' 12.9 � 3�
i.Sv�kY"Pipe lengtt�: � i�QQ �ft qp i t '6:� .,1
E. frictian tuss in Piast;�Fipe per 1a0k fram Table i; 54 i 2D.5 � �:�
�s'rciian�.esz= 1.12 ft t��(laft ai Pi�,e 55 � 7.�
b0 � � �.6
�, Det�rm+r,e Equ�vuter;Prpe Length from pui�di�charqe ie soii dis�rsaf area di�s�sise �g i � 9p,Q �
peirc. Escir*ate by add.rg 257�to su�pty p;pe;e���th.for fitti�g lass. �upp(Y F'�:� 70 { 1 i.4
Length}�.�) K 1 e��Equruatent r'�pe teng�:�i 7� `. 13,0
tt}{t � tt X 4.25 = ?25.0 ft $5 � f 15.4
45 ! t �,2D.S
�a. Lalcutate Supply�.�irtron Ccss by mu(tiptving Frictia:�Lrrss Per 1QUft tlfne El�Y���9�+i�.k+fent Pi�e Length (L;r.€^>arG diwrde by tfh3.
Svppiy�rictton Loss�
t.S2 Jft per iQOft X 925,Q�tt � ie4 � i.4 f:
M. Tatej l#eai+'equ6rerr�nG is the sum af the Elevati���ijference itrne Ai.t14e�iistriba.Rion tiead loss(Line e),Adtfitionai�-e���oss Slene C!,and t�-
Sup�iy Prict;or.i oss{Lrne G;�
� 1 0�#t f0.� ft + �'^^�ft + 1.4 �t = 29.4 't
3. Fttd�AF SELECTi4N
A pump must b�seEec��;::n delive;at ieast 2{j GR4+a.�iae 1 c�r iine 2t with at:east �� �eai uf totat:�ead.
��r�����s.
�_�.., ____----_______ �.__..�
!
�
�
i �
� �
k.��.
• �
Appendix C
Material Specifications
v �
Infiltrator IM- and TW-Series Septic JANUARY2014
Tank General Installation Instructions �N F I LT RATO R�
� tanks
BEFORE YOU BEGIN points provided at each of the inlet and outlet ports according to the applicable
Infiltrator Systems'tanks must be installed according to state and/or local Inlet and Outlet Hole Locations section of this document.The inlet and outlet
regulations,which supersede the manufacturer's installation instructions. may be drilled on either the sides or ends of the tank,as required based on
If unsure of the installation requirements for a specific site,contact the health applicable codes and site conditions`
department or permitting authority.The IM-Series referred to in this document *Indiana,Kentucky,Oregon,West Virginia,and certain Florida and Texas
includes the IM-540,IM-1060,and IM-1530 tanks.The TW-Series includes the tanks are factory-drilled.
TW-1250 and TW-1500 tanks. 3.The gaskets supplied with the tank are compatible with Schedule 40 and SDR
AWARNING:IMPLOSIONS MAY CAUSE SERIOUS INJURY 35 pipe using a 5-inch-diameter(125 mm)hole saw with IM-Series tanks,and
Follow Infiltrator Systems Inc.vacuum test instructions a 5'/a-inch-diameter(133 mm)hole saw with TW-Series tanks.
4.Install the rubber gaskets at the inlet and outlet.
' " ' ' S.Using all four of the tank's integral lifting lugs,lower tank into excavation.
❑Infiltrator tank ❑Shovel 6.Slide the inlet and outlet pipes'through the gaskets.Soapy lubricant may
be used to slide the pipe in.
❑Access port lid(s)* ❑Level *For North Carolina,the inlet pipe shall be a straight pipe with no tee.
❑10 screws per lid' ❑5-inch-diameter(125 mm) 7. Horizontally position the tee 1'/z inches(40 mm)from the access port rim,
❑2 inlet/outlet gaskets hole saw(IM-Series only) allowing the tee to fit into the recess in the access port lid(see detail).
(included) ❑5.25-inch-diameter(133 mm) 8,Install lids and risers(see Installing Risers section)as necessary.Rotate lid
❑Inlet/outlet tees` hole saw(TW-Series only) over access opening until it indexes to tank and drops into position.
❑Tape measure ❑Util ity kn ife POSITON TEE 1 5"in(40 mm)
❑PVC I Q lue with rimer ACGESSPORTRIM `FROMPORTRIM
❑Pipe,risers,etc. P P 9 P
❑Socket wrench `tee and lid inclusion varies by cnsKer
❑EXCaV2YOf state/province ACCESS
OPENING
LID
INSTALLATION SITE SELECTION •^NK W^��— TANK WLETTEE
(IM-10605HOWN) INTERIOR (TYPICAL)
1.Do not install the tank in vehicular traffic areas.The tank is designed for
non-traffic applications.
2.The allowable soil cover depth is 6 to 48'inches(150 to 1,POO Illlll�. ��h540,IM-10fi0,ANDIA41530 55in(7,375mm)
'18-inch(450 mm)max,in Florida for Cat.3 IM-and TW-Series tanks; Tw+aso�,orw-,soo 5,���,,z,5 mm� �
48-inch(1,200 mm)max,in Florida for Cat.4 IM-Series tanks;36-inch ;�i i`�`�i� � � � � ,,��:
(900 mm)max.in Massachusetts,New Hampshire,North Carolina,and Oregon.
3.The tank shall not be installed where the subsurface water level outside the tank >` �µ�°°°�^� ( �
xcnanHEw i :
exceeds the height of the outlet pipe saddle.Follow Table 4 guidelines. ' � aEf��E
EXCAVATING AND PREPARING THE SITE . ,� 1 �
�
1.Unless buoyancy control measures are required,the excavation width and �� �� T,, ����%'��'
length should be 18 to 36 inches(450 to 900 mm)larger than the tank on each ,,,,,,,,,,,,,,,� ,,,�,,,,,,�.��r,
side or sized as necessary to ensure proper backfill compaction,as outlined
in Steps 5-10 of"Backfilling the Tank"in this document.See Infiltrator IM- BACKFILLING THE TANK
and TW-Series Tank Buoyancy Control Guidance document,available online
at www.infiltratorsystems.com,for specific excavation requirements when Note:Infiltrator tanks do not require filling with water prior to backfill
installing buoyancy control measures. placement.Water filling and backfilling to the tank mid-height is required
2.Excavation depth shall account for the height of tank(55 inches(1,375 mm) if the tank is left in either an open or backfilled excavation that may fill
for the IM-Series tanks and 51 inches(1,275 mm)for the TW-Series tanks). with water from rain or other sources.
Also account for 4 inches(100 mm)of bedding(if required)and cover depth 1.Backfill with suitable native soil(max.3-inch(75-mm)stone diameter).If native
(permissible cover depth is 0.5 to 4 feet(150 to 1,200 mm)of soil). soil is unsuitable,replace unsuitable fraction with suitable soil.If suitable soil is
Note:If the water level outside the tank exceeds the height of the outlet not locally available,contact Infiltrator Systems for assistance.
pipe saddle,tank structural integrity may be compromised.Follow 2.Suitable soil shall include soil textural classes defined in the United States
Table 4 guidelines. Department of Agriculture soil triangle.Suitable soil textural classes are based
3.Inspect bottom of excavation to verify suitability of native soil for tank on the tank installation depth,as measured from finished grade to the top of
installation.Soils with large,protruding,or sharp stones or other similar objects tank.
that may damage the tank are not suitable. a)For a tank soil cover depth of 0.5 to 2.0 feet(150 to 600 mm),suitable soil
4.The tank ma be installed either in suitable native soil(see Backfillin the Tank textures include:
Y l 9 100%CLAY KEv:
section)or a minimum 4-inch(100 mm)layer of well-graded granular soil having 0 u�s�;,a„e
particles less than 3 inches(75 mm)in diameter,or maximum 0.5-inch(13 mm) �s�nab�a
� �� Suitable it dllatant
diameter crushed stone.
5.Create a uniform,compacted,level surface to ensure that the bottom of the ao p Arkansas only
For sites with greater than 50%native
tank is evenly supported.Verify that the installation surface is flat. o ��qY ao day soil,backfill sha�be sepUc gravel
c�.ia ee�ai
or similar angular stone,sized 1/2-inch
�nokeagemo�.en to1-1/2inches.
Surlace Runofl �
TanM BuAalOeptn V/���j�,
6(15R mm)MinYrum %������.
' ' ' <8'(1.319 mm)Minmum \
��� Percen�CL�� 5o PercentSllT
/� Md10,MA-1080 nnE IIAISJO:SS In(13)5 mm) v,�yT SAN C y
1NL1250NnJ1NF1500'.511n(1.2i5mm) �✓.���
FI�aBeUEinBaVth(RFeyuireEl %�� �V
y�yj � � .'.�A 51 T LAV
ConpscteE SuileNe Ne�rve So1 or � LOAM
GnnubiMero�41 � , SAN CLA
mu DapIF Varles by
i i i?'�i\i�i ''i'�i'ii"i?�l�\'i i i i<>'ii�T'"�T'"�?�\�\/i,�i� ,�,o';;"zro'i::�a p �an�
���T�/����\��\l�\�\�\��//Y���/`�i\�������\\1' SAe Selenbn nbore. LOAM
� W
INSTALLING THE TANK �� ""°"`°"" S��
. . �,_ �.�..
1.Inspect the tank for damage before installation. �°°�S^"o °AN $"" , ���s��T
2.If the tank inlet and outlet penetrations are not drilled,drill holes using the drill e��_�,������� ,�,. ,o,�
- .�.. :��
� ,
b)For a tank soil cover depth that is greater than 2.0 feet and up to 4.0 feet(600 to if needed.Long-term groundwater control measures such as underdrains and
1,200 mm),suitable soil textures include: interceptor trenches may be sensible if the site is amenable to construction of a
control system and such systems are not prohibited by regulation or law,and the tank
,o����� location is not subject to flooding.Properly installed underdrains and groundwater
KEY
o��s���ab�e interceptor trenches may prevent the need for tank buoyancy controf ineasures.
eo ,o swtede I�sena zso�
and dilatan�
B� 20
�s°1e"° INSTALLING UNDER SHALLOW GROUNDWATER CONDITIONS
Arkansas only.
Fo�snes w�m 9�ea�e�ma�sor�a��� Buoyancy control measures may be required if the InfiRrator tank is to be installed
c�n 30 day soil,backfill shall be septic gravel
o,s;m;ia,a�9�ia,s�o�e,s��ed„z���, with less than 12 inches(300 mm)of soil backfill cover,and where the water level
°° ��,-,�z�^ChQS outside the tank has the potential to rise 30 inches(750 mm)or more above the
Pa,�a�,��A�,o � Pa,��,s,�, elevation of the tank bottom.Otherwise,no control measures are required(see
S�«� Table 1).The need for buoyancy control measures must be determined based on
ouv
'� '""° ��� „ s`T Lp �° backfill cover depth and height of water outside of tank above the tank bottom
��AM according to Table 1.Refer to Infiltrator IM-and TW-Series Tank Buoyancy Control
SAN CLA
�aM Guidance document for more information.
O OAM
80 Table 1:Tank models'and conditions requiring buoyancy control'
BO
o nNo �o s��r Soil cover depth above tank'
ioo�sANa s"" "" _ _ ,oa�si�r Water height above 6 in(150 mm)to Above 12 in
sa�a ' tank bottom
v�����:;sr,�tio �A�a � 72 in(300 mm) (300 mm)
�o�< <aov,
Above outlet Do not install Do not install
pipe saddle
3. Backfill should not have stones greater than 3 inches(75 mm)in diameter or 36 in(soo mm)to
excessive clods that do not break apart during placement and compaction. outlec pipe saddie4 All modeis None
Backfill must be capable of occupying the spaces between the tank ribs and
beneath the haunches. 3o in(�so mm)to All models except None
Note:Rounded screened aggregate(e.g.,pea gravel)is not a suitable 36 in(90o mm) IM-540 and IM-1060
backfill. Less than 30 in None None
4. Standard field soil classification methods shall be used to determine the soil (750 mm)
t2XtUrdl CIBSS. 1.IM-540,IM-1060,TW-1250,TW-1500,and IM-1530.
Note:Under most circumstances,the determination of soil dilatancy will 2.See Infiltrator IM-and TW-Series Tank Buoyancy Control Guidance for detailed information on
not be required.Dilatancy shall be determined in the field using a test that the use of controls.
does not require specialized equipment,pe�ASTM D2488,SeCtiOn 14.3. 3.No controls are required for soil cover depths exceeding 12 in(300 mm�.
COITI lete instructions can be found at www.infiltrators stems.com 4.The tank shall not be installed where the water level outside the tank exceeds the height of the
P Y outlet pipe saddle.Follow Table 4 guidelines.
5. Place and compact soil by walking-in beneath the haunches of the tank.
6. Place backfill around the four sidewalls in an alternating manner,so that the backfill �NSTALLING RISERS
height along the four sidewalls is maintained within a 12-inch(300-mm)tolerance. 1.Compatible risers include 24-inch(600 mm)diameter products such as
7. Do not backfill top of tank before sidewalls are completely backfilled. the Infiltrator TW-Riser,EZset by Infiltrator,PolyLok�,Inc.,and Tuf-Tite�
8. Continue to place backfill along the sidewalls in 12-inch(300-mm)lifts.Place Corporation,in addition to 24-inch(600 mm)diameter corrugated HDPE and
backfill between the ribs on the sidewalls such that the space between the IPEX Ultra RibO PVC pipe.Follow Infiltrator's IM-and TW-Series Tank Riser
ribs is completely filled with soil. Connection Guidance.
9. Compact backfill material either by walking-in,hand tamping or mechanical 2•In Oregon only,watertightness testing shali include filling with water at least 2
compaction(includes backhoe bucket).If inechanical compaction is inches above riser connection,with no more than 1 gallon leakage per 24 hours,
used,such as a walk-behind tamper or backhoe bucket,a single pass is Per OAR 340-073-0025(3).
recommended.Compact each lift prior to placement of next lift.Compact INSTALLING PUMPS AND RELATED EQUIPMENT
backfill from tank walis to excavation sidewalls. Pumps may be supported on a stable,level 16x16-inch(400x400-mm)platform
10.Complete backfilling and grade the area. positioned on the bottom of the tank.One 16x16-inch block or two 8x16-inch(200
11.A minimum 6-inch(150-mm)depth of suitable soil must be placed over the -mm x 400-mm)side-by-side blocks may be used.Limit block height to account for
top of the tank.The balance of backfill placed to finish grade above the tank pump height and liquid levels during pump cycles.Block(s)should be placed below
may be either suitable or unsuitable soil. an access opening and level upon the tank bottom.For two blocks,orient them
12.Establish a strong stand of erosion-resistant vegetation. perpendicular to ribs on the tank bottom,if present,for stability.
Note:Grade to prevent the backfilled excavation from filling with surface Installation of products such as electrical conduit and wiring,pumps,water level
runoff.If the water level in the backfilled excavation exceeds the height of control equipment,valves,siphon equipment,etc.shall be in accordance with the
the outlet pipe saddle,tank structural integrity may be compromised. product manufacturer's instructions and compliant with applicable state or local rules
and regulations.Appurtenances shall be fastened to the tank riser system and not the
rnoun�eACKFi��FOR MINIMUM 8"SOILCOVER tank body or access opening rim.Where possible,appurtenances shall be installed
Pos�nve�wvNnce to facilitate maintenance and repair access via the tank access openings.
����i�������i�������i��� � Note:Prefabricated pump vaults may be installed.
%�`ii�i�i i��ii���i���\;'\\!��l.G�r,�i �r�{��i��:�����!�������T���\�\��
������:�����!����� � ��,��,<�'
��� �X�" GENERAL SPECIFICATIONS
PLACESOIL ����y—� o ��� '"�s'"'"> •Failure to comply with installation instructions will void warranty.
eenveeN Rias ������ ;��� P"��c�E s�zE •Prior to ground disturbance,check for subsurface obstructions and utilities in
i���� ���� conformance with applicable requirements.
l/ —��PIACE SOIL IN
COMR4CTED i�/, 12^(300 mm) •Operating water temperature shall be less than 100°F(40°C).
SUITABLENATIVE � %/�% LIFTSAND �
soi�sncKFi�� ,� y�' COMPACT In cold conditions,handle and backfill tank with care to prevent impact damage.
� ����`y!i��`�����%y�`��i�`��y!`��`�����iy!i�� PLACEAND COMPACT •Tanks are not fire resistant.Store away from ignition sources.
�'�'� ����"'����"����'��������"'��� soi�aENenTH HnuNCHes •Removal of structural bulkheads is prohibited;removal of locking clips on the IM-
18"-36"(450.900 mm) 'IM-1060 shown for reference Series tank mid-seam connection is also prohibited.
OR SIZED AS NECESSARY •Only suitable for potable applications if the tank bears the NSF/ANSI 61
TO ENSURE PROPER BACKFILLING PROCEDURE
certification mark.Otherwise,tank is recommended for use in septic,rainwater/
SHORT AND LONG-TERM GROUNDWATER CONTROL stormwater storage,holding,and pump applications,or other non-potable uses.
It may be necessary to implement groundwater control measures during tank •Infiltrator tanks are designed for installation underground.
installation.Maintain dry conditions by expanding the excavation to create a short- •Contact Infiltrator Systems for above-ground use requirements.
term groundwater collection sump for temporary placement of a dewatering pump
- - - .- :��
, �
� �
Table 2:Infiltrator Tank Nominal Volume Chart
Height' Total liquid volume in tank at indicated height
IM-540 IM-1060 IM-1530 TW-1250 TW-1500
in cm
U.S.Gal Liters U.S.Gal Liters U.S.Gal Liters U.S.Gal Liters U.S.Gal Liters
1 3 3 11 3 11 8 30 14 53 17 64
2 5 8 30 13 49 24 89 30 115 37 140
3 8 14 53 28 106 43 164 58 218 71 267
4 10 21 80 46 174 67 254 87 330 107 404
5 13 29 109 65 246 93 353 117 444 143 543
6 15 37 141 86 326 121 459 148 558 180 683
7 18 46 173 107 405 151 571 178 674 218 825
8 20 55 207 129 488 182 687 209 791 256 968
9 23 64 243 152 575 213 808 240 910 294 1,112
10 25 74 279 176 666 246 932 272 1,029 332 1,257
11 28 84 317 200 757 280 1,060 304 1,149 371 1,404
12 30 94 356 225 852 315 1,191 336 1,270 410 1,551
13 33 105 396 251 950 350 1,324 368 1,393 449 1,700
14 36 116 437 277 1,049 386 1,460 400 1,516 489 1,849
15 38 127 480 303 1,147 422 1,597 433 1,640 528 2,000
16 40 138 523 330 1,249 459 1,736 466 1,765 569 2,152
17 43 150 566 357 1,351 496 1,876 500 1,892 609 2,305
18 46 161 611 384 1,454 533 2,017 533 2,019 650 2,459
19 48 173 656 411 1,556 570 2,159 567 2,146 690 2,614
20 50 186 702 438 1,658 608 2,302 601 2,275 732 2,769
21 53 198 749 465 1,760 646 2,445 636 2,407 774 2,928
22 56 210 796 493 1,866 684 2,590 671 2,541 816 3,091
23 58 223 843 521 1,972 723 2,735 708 2,678 860 3,256
24 61 235 891 549 2,078 761 2,881 745 2,819 905 3,425
25 64 248 940 577 2,184 800 3,028 781 2,955 948 3,589
26 66 261 988 605 2,290 839 3,176 815 3,086 990 3,747
27 69 274 1,038 633 2,396 879 3,326 849 3,215 1,031 3,903
28 71 287 1,088 662 2,506 918 3,477 883 3,342 1,072 4,057
29 74 300 1,137 691 2,616 958 3,625 916 3,469 1,112 4,210
30 76 313 1,185 719 2,722 996 3,772 950 3,594 1,152 4,362
31 79 326 1,233 747 2,828 1,035 3,918 982 3,719 1,192 4,514
32 81 338 1,281 775 2,934 1,073 4,064 1,015 3,842 1,232 4,663
33 84 351 1,328 802 3,036 1,112 4,208 1,047 3,964 1,271 4,810
34 86 363 1,375 830 3,142 1,150 4,352 1,079 4,084 1,309 4,956
35 89 375 1,421 857 3,244 1,187 4,495 1,110 4,203 1,347 5,101
36 91 387 1,466 884 3,346 1,225 4,637 1,141 4,320 1,385 5,243
37 94 399 1,511 911 3,449 1,262 4,778 1,172 4,436 1,422 5,384
38 97 411 1,555 938 3,551 1,299 4,918 1,201 4,548 1,458 5,521
39 99 422 1,598 965 3,653 1,336 5,057 1,230 4,657 1,494 5,654
40 102 433 1,640 992 3,755 1,372 5,194 1,261 4,772 1,532 5,798
41 104 444 1,681 1,018 3,854 1,408 5,330 1,286 4,869 1,562 5,915
42 107 455 1,722 1,044 3,952 1,444 5,464 1,314 4,972 1,596 6,042
43 109 465 1,761 1,069 4,047 1,478 5,596 1,340 5,074 1,629 6,167
44 112 475 1,799 1,094 4,141 1,512 5,724 1,366 5,172 1,661 6,288
45 114 485 1,836 1,118 4,232 1,545 5,849 1,390 5,263 1,690 6,399
46 117 494 1,871 1,142 4,323 1,577 5,970 1,410 5,337 1,715 6,492
47 119 503 1,905 1,165 4,410 1,608 6,087 1,427 5,402 1,737 6,574
48 122 512 1,938 1,187 4,493 1,638 6,199 1,439 5,446 1,750 6,626
49 124 520 1,970 1,208 4,573 1,666 6,306 1,448 5,481 1,762 6,669
50 127 528 1,999 1,228 4,648 1,692 6,407 - - - -
51 130 535 2,027 1,247 4,720 1,717 6,498 - - - -
52 132 542 2,050 1,265 4,789 1,737 6,575 - - - -
53 135 547 2,071 1,278 4,838 1,754 6,639 - - - -
54 137 551z 2,087 1,287 4,872 1,766z 6,686 - - - -
1.Height measured from lowermost inside surface at bottom of corrugation in tank.
2.The total capacity of the IM-540 tank is 552 gallons;the total capacity of the IM-1530 tank is 1,769 gallons.
�-.. :i�
� �
INLET AND OUTLET HOLE LOCATIONS point location for the hole saw.The pilot drill bit on the hole saw should
Drill height marks are provided on all Infiltrator tank models to guide inlet be positioned at the center of the drill height mark to align the hole saw
and outlet hole drilling.A single drill height mark is provided at each end Properly.On the TW-Series tanks,marks"A"(lower)and"B"(upper)are
or side port on the IM-Series tanks(example illustrated below).Holes located at the inlet end,while marks"C"(Iower)and"D"(middle)are
may be drilled at the end or side inlet and outlet locations,as allowed by located at the outlet end.Table 3 provides drilling and invert information
state and/or local regulations.The drill height mark indicates the center by regulatory jurisdiction for the installation of 4-inch-(100-mm-)
diameter pipe.
Table 3:Inlet and Outlet Hole Locations°
Inlet Invert Height(in)[mm] Outlet Invert
Jurisdiction' Inlet Drill Outlet Drill Invert Drop 9 � q
Location Location (in)[mm] Above Inside Above Hei ht and Li uid
Bottom of Tank' Excavation Base' Level(in)[mm]
•� . �
All All All 3.00[76] 47.00[1,994] 47.20[1,199] 44.00[1,118]
�.�
End End 3.00[76] 47.00[1,994] 47.20[1,199] 44.00[1,118]
All Side Side 3.00[76] 47.50[1,207] 47.70[1,212] 44.50[1,130]
Side End 3.50[89] 47.50[1,207] 47.70[1,212] 44.00[1,118]
End Side 2.50[64] 47.00[1,994] 47.20[1,199] 44.50[1,130j
� . . ��
FL B D 2.75[70] 42.75[1,086] 43.45[1,102] 40.00[1,016]
DE,IA,MA,ON A D 2.00[51] 42.00[1,067] 42.70[1,086j 40.00[1,016]
AR,CA,CO,CT,ID,IN,KS,KY,MO, B C 3.00[76] 42.75[1,086] 43.45[1,102] 39.75[1,010]
MT, ND,OR, PA,SD,TX,VT,WV
All Others A C 2.25[57] 42.00[1,067] 42.70[1,086] 39.75[1,010]
1.Indiana,Kentucky,Oregon,West Virginia,and certain Florida and Texas tanks are factory drilled.
2.Invert heights are measured from the lowest interior surtace at the bottom of the tank to the invert.
3.Invert heights are measured from the base of the excavation to the invert.
4.State,provincial,and local regulatory requirements supersede Table 3 information.
Top ofTank INFILTRATOR�SYSTEMS,INC.("Infiltrator")
INFILTRATOR SEPTIC TANK LIMITED WARRANTY
FIVE(5)YEAR MATERIALS AND WORKMANSHIP LIMITED WARRANTY
/� I (a)This limited warranty is extended to the end user of an Intiltrator Septic Tank.A Septic Tenk manufectured by
� Infikretor,when installed and operated in accordence with InfikretoPs instelletion instructions and local reguletion
— by e licensed installer,is warrented to you:(i)egeinst defective meteriels end warkmanship tor five(5)years
after instellation.Intikretor will,at its option,(i)repair the defective product or(ii)replece the defective materials.
Infikretor's liebility specifically excludes the cost of removel and/or instellation of the Septic Tank.
Maximum allowable water (b)In order to exercise its warrenty rights,you must notify Infiltretor in writing et its corporete heedquarters in Old
B elevation outside of the tank Saybrook,Connecticut within fiftaen(15)days of the alleged defect.
COfi25 Of1dS t0 the OUtI@t (c)YOUR EXCLUSIVE REMEDY WITH RESPECT TO ANY AND A�L LOSSES OR DAMAGES RESULTING FROM ANV
P CAUSE WHATSOEVER SHALL BE SPECIFIED IN SUBPARAGFIAPH(a)ABOVE.INFILTRATOR SHALL IN NO EVENT
pipe saddle invert BE LIABLE FOR ANY CONSEQUENTIAL OR INCIDENTAL DAMAGES OF ANY KIND,HOWEVER OCCASIONED,
' WHETHER BY NEGLIGENCE OR OTHERWISE.SOME STATES DO NOT ALLOW THE EXCLUSION OR LIMITATION
OF INCIDENTAL OR CONSEQUENTIAL DAMAGES,SO THIS LIMITATION OR EXCLUSION MAV NOT APPLY TO
YOU.THIS WARRANTV GIVES VOU SPECIFIC LEGAL RIGHTS AND YOU MAY ALSO HAVE OTHEF RIGHTS WHICH
Tank base VARY FROM STATE TO STATE.
(d)THIS LIMITED WARRANTY IS THE EXCLUSIVE WARRANTY GIVEN BY INFILTRATOR AND SUPERSEDES ANY
PFiIOR, CONTRARY, AD�ITIONAL, OFi SUBSEQUENT REPRESENTATIONS, WHETHER ORAL OR WRITTEN.
INFILTRATOR DISCLAIMS AND EXCLUDES TO THE GREATEST EXTENT ALLOWED BY LAW ALL OTHEF
WARRANTIES, WHETHER EXPRESS OR IMPLIED, OFi STATUTORY, INCLUDING ANV WARRANTY OF
Table 4:Maximum Allowable Subsurface Water Elevation MERCHANTABILITY,FINESSE FOR A PARTICULAR PURPOSE AND ANY IMPLIED WARRANTIES OTHERWISE
ARISING FROM COURSE OF DEALING,COURSE OF PERFORMANCE,OR USAGE OF TRADE.NO PERSON
Vertical Distance to Maximum Allowable (�NCLUDING ANY EMPLOYEE, AGENT, DEALER, OR flEPRESENTATIVE) IS AUTHORIZED TO MAKE ANY
REPRESENTATION OR WARRANTY CONCERNING THIS PRODUCT,EXCEPT TO REFER VOU TO THIS LIMITED
Water Elevation Outside of Tank WARRANTY.EXCEPT AS EXPRESSLY SET FORTH HEREIN,THIS WARRANTY IS NOT A WARRANTY OF FUTURE
PERFORMANCE,BUT ONLV A WARRANTY TO REPAIR OR REPLACE.
A-From Top of B-From Tank Base (e)YOU MAY ASSIGN THIS LIMITED WARRANTY TO A SUBSEQUENT PURCHASER OF YOUR HOME.
(�NO REPRESENTATIVE OF INFILTRATOR HAS THE AUTHORITY TO CHANGE THIS LIMITED WAflRANTY IN ANY
Tank Model Tank MANNER WHATSOEVER,OR TO EXTEND THIS LIMITED WARRANTV.
IM-Series' 13"(330 mm) 43"(1,075 mm) CONDITIONS AND EXCLUSIONS
There are certain conditions or applications over which Infiltrator has no control.Defects or problems as a resuk
TW-Series' 1�"(280 mm) 39"(975 mm) of such conditions or epplications are not the responsibility of Infiltrator and ara NOT covered under this warranty.
They include failure to install the Septic Tank in eccordance with instructions or applicable regulatory requirements
or guidance,eltering the Septic Tank contrary to the installation instructions and disposing of chemicals or other
1.IM-Series tanks include the IM-540,IM-1060,end IM-1530. materials contrery to normal septic tank usage.
2.TW-Series tanks include the TW-1250 and TW-1500.
The above represents the Stendard Limited Warranty offered by Infikrator.A limited num ber of states end counties have
diHerent werrenty raquirements.Any purchaser of e Septic Tenk should contect Intiltrator's corporete headquerters in
Old Seybrook,Connecticut,prior to such purchese to obtein a copy of the applicable warrenty,and should cerefully
read that werranty prior to the purchese of a Septic Tank.
� 4 Business Park Road Distributed By:
P.O.Box 768
Old Saybrook,CT 06475
860-577-7000•Fex 660-577-7001
I N F I LT R ATO R� ,-aoo-sz,-aa3s
Systems Inc. www.infiltratorsystems.com
U.S.Pffient5:4,759,661;5,017,041;5,156,488;5,336,017;5,401,116;5,407,459;5,511,903;5,716,1G3;5,588,778;5,839,844 Canadian Patents�,329,959;2,004,564 Otherpatents pending.IntiRrator,Equalizer,Ouick4,
and SideWinder are registered trademarks of Infttrator Systems Inc.IntiRrato�is a registered trademark in France.Infittrator Systems Inc.is a registered trademark in Mexico.
Contour,MicroLeaching,PoyTuff,ChamberSpacer,MuttiPort,PosiLock,QuickCut,�uickPlay,SnapLock and StraightLock are trademarks of InfiRrator Systems Inc.
PolyLok is a trademark of PolyLok,Inc.TUF-TITE is a registered trademark of TUF-TITE,INC.Ukra-Rib is a trademark of IPEX Inc.
(�2014 Infkrator Systems Inc.All rights reserved.Printed in U.S.A. TANK01 0114-04
'� •
�� � I M-1060
� INFILTRATOR
tanks
Features & Benefits
• Strong injection molded
polypropylene construction
"" �'7 • Lightweight plastic construction
� �`��� � and inboard lifting lugs allow for
: `� a: easy delivery and handling
� � � "� ���� , • Integral heavy-duty green lids that
�' } +' interconnect with TWT"^ risers and
" ` �� pipe riser solutions
- • Structurally reinforced access
- ports eliminate distortion during
r ; � r, installation and pump-outs
�. � 's� � �� � ` a �� • Reinforced structural ribbing
and fiberglass bulkheads offer
� � additional strength
• Can be installed with 6"to 48"
of cover
The Infiltrator IM-1060 is a lightweight strong and durable septic tank. • Can be pumped dry during
This watertight tank design is offered with Infiltrator's line of custom-fit Pump-outs
risers and heavy-duty lids. Infiltrator injection molded tanks provide a • Suitable for use as a septic tank,
revolutionary improvement in plastic septic tank design, offering long-term pump tank, or rainwater
exceptional strength and watertightness. (non-potable)tank
Inlet Side • No special installation, backfill or
Infiltrator water filling procedures are required
TANK CUTAWAY TW Riser
System - � HEAVY DUTY LID
CUTAWAY
- -���—�-� Reinforced
24"structural
Partition . access port
baffle wall'�
� � �
#
���� ,�
� �z" d: �...;
,�`. �'�� � a'
��� ' '
i �
Structural
< <' � '" bulkheads
�
� �"
MID-SEAM CUTAWAY
' Reinforced water tight mid-seam
gasketed connection
����
�
�
�
Protectin the Environment with Innovative Wastewater ireatment Solutions � N F I LT RATO R�
__ 9 _. systems inc.
, � ,
'' �
IM-1060 General Specifications and Illustrations
LIFTINGSTRAP IIFTINGLUG R6ERCONNECTION
(TVPICAI) (4TOTAL) (TVPICAL)
The IM-1060 is an injection molded two piece mid-seam
plastic tank.The IM-1060 injection molded plastic design
allows for a mid-seam joint that has precise dimensions A o o A
for accepting an engineered EPDM gasket. Infiltrator's °o b °
� 62.2
gasket design utilizes technology from the water industry °o °o �1580,
EXTEPIOR
to deliver proven means of maintaining a watertight seal. ��TM
The two-piece design is permanently fastened using a
series of non-corrosive plastic alignment dowels and
locking seam clips.The IM-1060 is assembled and sold
through a network of certified Infiltrator distributors. '�'°"1�°,ExTER'°R`E"�T"
TOP VIEW
�,i o�T�ET
Working Capacity 1094 gal(4141 L) �
Total Capacity 1287 gal(4872 L)
sa.�
AirSp8C2 16.5% ' ezreaion
Length 12T'(3226 mm) HE��HT
SEAM CLIP �
�TYPICAL)
Width 62.2"(1580 mm)
LIFf1NG STRAP
Length-to-Width Ratio 2.3 to 1 mP�cnu
Height 54.7"(1389 mm) END VIEW
Liquid Level 44"(1118 mm)
Invert Drop .���(76 mm) 04�1021 024�6107ACCESSOPENINGSWITHLOCKINGLIDS(2)
PVC OR ABS 0 4 f 7 021 PVC OR
FiberglassSupports 2 INLEfTEE 102Q60]FREEBOARD qgSOUT�ETTEE
Compartments 1 or 2 ,N�� �bs%
AIR SPACE OUiLEf
Maximum Bunal Depth 48"(1219 mm) PER �76� PER
�� ' coL
Minimum Burial Depth 6"(152 mm) ,,o
FIBERGLA55 �1118� FIBERGLASS
Maximum Pipe Diameter 6��(152 mm) SUPPORT —� LIQUID �SUPPOFT
(TYPICAL) DEPTH (TYPICAL)
WRH BAFFLE
Weight 320 Ibs(145 kg) WALLWHERE
REQUIRED
SIDE VIEW
TANKTOP CONTINUOUS
HALF GASKET
TANK
INTERIOR SEAM CLIP
ALIGNMENT
� DOWEL TANK BOTTOM
� 4 Business Park Road HALF
P.O.Box 768
Old Saybrook,CT 06475
I N F I LT RATO RL eso-5»-�000•F�8�o-sn-�oo, MID-HEIGHT SEAM SECTION
1-800-221-4436
s y s t e m s I fl C. �W�nfiltratorsystems.com
U.S.Patents:4,759,661;5,017,041;5,156,488;5,336,017;5,401,176;5,401,459;5,511,903;5,776,163;5,588,778;5,839,844 Canadian Patents:1,329,959;2,004,564 Other patents pending.Infittretor,
Equalizer,Quick4,and SideWinder are registered trademarks of Infttrator Systems Inc.InfiRretor is a regis[ered trademark in France.InfiRrator Systems Inc.is a registered trademark in Mexico.
Contour,MicroLeaching,PolyTuff,ChamberSpacer,MuttiPort,PosiLock,�uickCut,QuickPlay,SnapLock and StraightLock are trademarks of Infikrator Systems Inc.
PolyLok is a trademark of PolyLok,Ina TUF-TITE is a registered tradema�k of TUF-TITE,INC.Uttra-Rib is a trademark of IPEX Inc.
6 2013 Infiltrator Systems Inc.Ali nghts reserved.Pnnted in U.S.A. IM02 1213
• • ' ' � ' � . • :11 •
M 1 r
� 1
Materials and Equipment Needed , ,
❑Quick4 Plus chambers ' I � � � � ' ,
❑Quick4 Plus All-In-One 12 endcaps
❑PVC pipe and couplings � � � � � � � � � � � �
❑Backhoe
❑Laser,transit or level Quick4 Plus Standard and Quick4 Plus High Capacity chambers may only be installed
❑Shovel and rake according to State and/or local regulations. If unsure of the installation requirements
❑Tape measure for a particular site,contact the local health department.
❑Screwdriver or utility knife
❑Hole saw Like conventional systems, the soil and site conditions must be approved prior to
❑2-inch drywall screws` installation. Conduct a thorough site evaluation to determine the proper sizing and
❑Screw gun' siting of the system before installation.
❑Small valve-cover box'
❑4-inch cap for Inspection port• Quick4 Plus Standard Quick4 Plus High Capacity
'Optional
� �� �RI
These guidelines for construction machinery a _ � � �' � � �� �II��3E���lf ��� ������ �������I '���� �� �� �� ���
must be followed during installation. � I '� I � I I Ir�'�
❑Avoid direct contact with chambers when usin = __ , = _ = I I� �� Ij � �LI�.1 ' II��_'���
9 ,�..—_ — -_�� —.---I
construction equipment.Chambers require EFFE�T,�E�ENCT„ �— EFFEor,�E�EN�TH
a 12-inch minimum of compacted cover to
support a wheel load rating of 16,000 Ibs/axle or _.
equivalent to an H-10 AASHTO load rating.
,s^
❑Only drive across the trenches when necessary. �2" �
Never drive down the length of the trenches.
❑To avoid additional soil compaction,never drive I
heavy vehicles over the completed system. �" �—�""�i
.: � -•
EXCAVATING AND PREPARING on front or side of ' �� the first chamber •.�°�""--. ,� �.. ,a,° �"R
THE SITE endcap using center • �'� 'r, Be sure to line � �,�;*�,,�
point marking (see up the locking -
NOTE:As is the case with conventional illustration) as a guide. ,,, '� pins on the top `" _
systems,do not install the systems in wet - , of both the �
conditions or in overly moist soils,as this ��- chamber and s t� -'
causes machinery to smear the soil. .. ` endcap. ��`.°'
1. Stake out location of trenches and lines. � 5. Insert the -. } '��;;�
Set elevations of the tank, pipe, and trench inlet i e 2.5 4 # �'
bottom. GIUICK4 PWS ALL-IN- '� inch spnto the " -- - -
ONE 12 ENDCAP DRILL LOCATIONS: � � �� ~y �`~.
2. Install sedimentation and erosion control opening on the ``
eNooRsioEa•iNveRT roaizriNVEars "'��?'+"4
measures. Temporary drainage swales/ ,�RA,,,r,N�ETORo�T�ET, �-7�,N�EroRo�.�E., 64 endcap. -
4.
berms may be installed to protect the site 5.=5•�N�ERT 6. Lift and placE: "_ '
during rainfall events. c����ry�N�ET � the end of the "
1"PRESSURE OR OUTLET)
LATERAL(TVP.) END OR SIDE 0.]5'INVERT '
3. Excavate and level 2-foot wide trenches �FORM�a��NE�oNNE�r�o�! next chamber
2'PRESSURE OR LOOPED ENDS)
with proper center-to-center separation. aTE��m�., � onto the previ-
Verify trenches are level or have pre- ' ous chamber
scribed slope. 2. Snap off the molded splash plate locat- by holding it ? � �
,�, r
NOTE: Over excavate the trench width in ed on the bottom front of the endcap. , at a 45-degree �.;
an le. Line u �"' "
areas where you are planning to contour. 3. Install splash plate into the appropriate 9 p s.co��
4. Rake bottom and sides if smearing has slots below inlet to prevent trench bottom the chamber
occurred while excavating. Remove any erosion. end between
large stones and other debris. Do not use the connector hook and locking pin at the
the bucket teeth to rake the trench bottom. �NSTALLING THE SYSTEM top of the first chamber. Lower the cham-
ber to the ground to
5.Verify that each trench is level using a 1,Check the header pipe to be sure it is connect the chambers.
level,transit, or laser. level or has the prescribed slope.
NOTE:When the chamber end is placed
2. Set the invert he�nht as specified in the between the connector hook and locking
PREPARING THE QUICK4 PLUS design from the '' pin at a 45-degree angle, the pin will be
bottom of the �'
ALL-IN-ONE 12 ENDCAPS inlet. �-�:� .,"�;`� visible from the back side of the chamber.
NOTE:The C2uick4 Plus All-in-One 12 ; '" NOTE:The connector hook serves as a
Endca is com atible with the Quick4 Plus 3. Place the first �; y
p P chamber in the guide to ensure proper connection and
Standard and Quick4 Plus High Capacity ,. '� does not add structural integrity to
chambers, and can be used on either end trenc h. 'J`- ;� � chamber joint. Broken hooks will not affect
of the trench, depending upon the installer's 4. Place the � the structure or void the warranty.
preference and configuration requirements. back edge of l
1. With a hole saw drill a 4Yz-inch opening the endcap over `�"�_.�;
the inlet end of , �.:��:,:
a._>,a�E: _ ��
Contact Infiltrator Systems Inc.1-800-221-4436 for additional technical and product information.
r . ..
� '
7. Swivel the mined by the I chamber and j
chamber on the preference of ""'�--��� All-in-One `t` �
pin to achieve �`' - � the installer " � Endcap to �:- r`�1
the proper direc- s� •. ' designer. accommodate �,�= } ';3�. ;R�`
�
tion for trench �,,�' �,� ��"',„ �u,4� 2.With a h� 4-inch Schedul ' F ;t,, , � `
layout. ' saw, drill a :, 40 pipe. Drill ';:` `'
NOTE:The t �` ���' �; � 4Yz-inch ope�,� � a 2'/z-inch I ���'� ,��
chamber allows .F" on the end of �, opening on the
up to 10-degree ;�y` ����� =� ��`� the Quick4 Plus �,o,ii F:��..,�, .� , ;e or to�. Quick4 Plus
swivel in either l. /�'�, �d� All-in-One 12 Standard
direction at � Endcap to cre- , chamber to
each joint. ate an invert at accommodate a
8. Continue connecting chambers until the 0.5 inches. Th�s a„��"='-" 2-inch Schedule 40 pipe.
trench is completed. will allow efflu , � 2. Set a cut piece of pipe of the appropri-
NOTE:As chambers are installed, verify ent to fill both - ate length into the corresponding endcap's
they are level or have the prescribed slope. sides of the �' inspection port sleeve.
9.The last , chamber line. .,� 3. Use two screws to fasten the pipe to
��` �� '�N � � 3. Snap off the - � the sleeve around the inspection port.
chamber in the -�.
�;. .rr-..,.
trench requires '� :rM.. � `�� � � molded splash 4.Attach a threaded cap or cleanout
an endcap. Lift ' .- y plate located on 2 o��u endcap on end. assembly onto the protruding pipe at the
the endcap at a � � the bottom front appropriate height.
45-degree angle �, .� �. ., of the endcap. 5.A small valve cover box may be used
and align the `•'`° ' " ` ; 4. Install splash plate into the appropriate if the inspection port is below the desired
connector hook ' � slots below the inlet to prevent trench j grade.
on the top of the ' _.: , bottom erosion. '
chamber with 9.r�i��A e�d��a�o�,tiet end. 5. Place the back edge of the endcap over ' COVERING THE SYSTEM
the raised slot the inlet end of the first chamber. Be sure
on the top of the endcap. Lower the end- to line up the Before backfilling,the system must be
cap to the ground and into place. locking pins on � , inspected by a health officer or other
NOTE: Place a few shovels of soil around the top of both � official as required by State and local
the endcap to secure it during backfill. chamber and codes. Create an as-built drawing at
10.To ensure structural stability, fill the endcap. this time for future records.
sidewall area b ullin soil from the 6. Insert 1. Backfill the trench by pushing fill
y p g material over the chambers with a back-
sides of the trench with a shovel. Start at connection pipe
the oints where the chambers connect. 2•5 inches into -�::,� _� hoe. Keep a minimum of 12 inches of
-�..:=:_n
1 compacted cover over the chambers
Continue backfillin the entire sidewall opening on 6.Insert connection pipe.
g endcap. before driving over the system.
area, making sure the fill covers the lou- NOTE: Do not drive over system while
vers. backfilling in sand.
11. Pack down fill by walking along the INSTALLING INSPECTION PORTS NOTE: For shallow cover applications,
edges of trench and chambers. Inspection ports may be installed on each you must mound 12 inches of soil over
NOTE: In wet or clay soils, do not walk in of the chamber tops or on top of the the system before driving over it, and then
the sidewalls. Quick4 Plus All-in-One �2 Endcap. ; grade it back to 6 inches upon completion.
12. Proceed to the next trench and begin Endcap Inspection Port i 2. It is best to mound several inches of
with Step 1. 1.With a hole saw drill the pre-marked soil over the finish grade to allow for
area in the top r -;.:;,;": settling. This also ensures that runoff water
INSTALLING QUICK4 PLUS of the chamber - ��-`V is diverted away from the system.
ALL-IN-ONE 12 ENDCAPS AS A or endcap to �` � 3.After the system is covered, the site
create an open �' �' should be seeded or sodded to prevent
MID-LINE CONNECTION ing based on ��*�` erosion.
1.With a hole saw drill an opening appro- Pipe type. �'� � ` ;;`,� NOTE: If the system is for new home
priate for the pipe diameter being used on NOTE: Drill a �'� �. �`^' construction, it is important to leave
the side(3.3" invert)or on top (9.0" invert) 4'/z-inch opening `''� marking stakes along the boundary of the
of endcap. on the Quick4 system.This will show contractors where
NOTE• Piping configurations are deter- Plus High .�!_;�;;=�x the site is located so they will not cross it
Capacity �.o��u er,d�ap o�,co�. with equipment or vehicles.
� 4 Business Park Road Infiltrator Systems,Inc.Limited Warranty
� P.O.Box 768
Old Saybrook,CT 06475 Available at:www.infiltratorsystems.com
I N F I LT R ATO R� ��oo ss�aass�aso-s»-�ooi or call 1-800-221-4436
systems If1C. www.infiltratorsystems.com
U.S.Patents:4,759,661;5,017,041;5,156,488;5,336,017;5,401,116;5.401,459;5,511,903;5,716,163;5,588,778;5,839,844 Canadian Patents:1,329,959;2,004.564 Other patents pending.Infiltrator,Equalizer,
Quick4,and SideWinder are registered trademarks of Infiltrator Systems Inc.Infittrator is a registered trademark in France.Infiltrator Systems Inc.is a registered trademark in Mexico.Contour,MicroLeaching,
PolyTuft.ChamberSpacec MultiPort PosiLock.QuickCut,OuickPlay.SnapLock and StraightLock are trademarks of Infltrator Systems Inc.PolyLok is a trademark of PolyLok,Inc.TUF-TfTE is a registered
trademark of TUFTftE.WC.Ultra-Rib is a trademark of IPIX Inc. �O 2013 Infiltrator Systems Inc.Ali nghts reserved.Printed in U.S.A. PLUS09 05131SI
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• DATE TIME
, CITY OF ORONO CALLED IN
INSPECTION NOTICE SCHEDULED
PERMIT NO.�lD��" O�Z�Z COMPLETED �� lD` �
ADDRESS � L�l �S`�Z�iLd
OWNER �r TELEPHO NO.
CONTRACTOR T('//�/27� ,(G�C'�!� '�
� DESCRIPTION
t� ❑ FOOTING ❑ DEMO-FINAL EPTIC FINAL
Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING
O ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL
Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION
Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ PROGRESS
� ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT
Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP
W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ HARD COVER REMOVAL
J ❑ DEMO-SITE ❑ SEPTIC INSTALL ❑ FOUNDATION/REMOVAL
� OWNERICONTRACTOR TO MEEf YOU:_YES_NO
� CO MENTS:
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W ❑WORKSATISFACTORY:PROCEED ROJECT COMPLEfE
� ❑CORRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY
W
O Ci CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
V BEFORE CdVERiNG PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. p pHOTO TAKEN
INSPECTOR WILI REfURN
❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED
❑ INSPECTION REQUIRED_CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance. (g52) 249-4600
OwnerlContra on site:
Inspector.
White Copyllnspector's Ffle Canary CopylSite Notiee
�, ,� � I�lSPECTION NOTICE
DATE TIME
CITY OF �QD�JO CALLED-IN
SCHEDULED
PERMIT NO. O6� " ��.Z�zCOMPLETED � i�
ADDRESS _ ��/9 ,`�� .��s �i�kcaD
OWNER/CONTR.
❑SITE INSPECTION ❑ MECHANICAL RI ❑ REINSPECTION
❑CONC SLABS ❑MECHANICAL FINAL ❑ FOLLOW-UP
❑ FOOTING ❑ INSULATION ❑ COMPLAINT
❑ POURED WALL ❑ RATED ASSEMBLY ❑ FIREPLACE
❑ FOUND. DRAINAGE ❑BUILDING FINAL ❑SPRINKLER SYSTEM
❑ FRAMING �SEPTIC INSTALL ❑
� ❑SHEATHING ❑SEPTIC FINAL ❑
❑ PLUMBING RI ❑S&W HOOKUP ❑
� ❑ PLUMBING FINAL ❑GAS LINE MANOMETER ❑
o COMMENTS:
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� FUR�CORRECTIONS MAY BE REQUIRED ❑ PERMIT FINALED
W �WORK SATISFACTORY: PROCEED ❑ PHOTO TAKEN
O CORRECT WORK& PROCEED
V ❑ CORRECT WORK. CALL FOR REINSPECTION BEFORE COVERING
❑ CORRECT UNSAFE CONDITION IMMEDIATELY.
❑ STOP ORDER POSTED. CALL INSPECTOR
❑ INSPECTION REQUIRED. CALL TO ARRANGE ACCESS.
TO SCHEDULE YOUR INSPECTIONS
PLEASE CALL: (763) 479-1720
Metro West Inspection Services Inc.
Owner/Contr. on site:
Inspector: