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Home My WebLink About2017-00520 - septic , CITY OF ORONO * 2 pJ 1 7 — 0 0 5 2 0 � 4 2750 KELLEY PARKWAY DATE ISSUED: 05/2M2017 ORONO,MN 55356- (952)249-4600 FAX: (952) 249-4616 ADDRESS : 300 BIG ISLAND PIN : 23-117-23-32-0027 LEGAL DESC : MORSE ISLAND PARK : LOT 063 BLOCK 000 PERMIT TYPE : SEPTIC PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : SEPTIC(NEW OR REPLACEMENT) ACTIVITY : SEPTIC(TRENCHES) APPLICANT SEPTIC NEW OR REPLACEMENT 400.00 MAIL-IN FEE 2.00 BOHN WELL DRILLING CO. TOTAL 402.00 18190 DAIRY LANE Payment(s) JORDAN,MN 55352- CREDIT CARD 4715 402.00 (952)445-4809 Minnesota State License#: BUIL-1043 OWNER HEIMERL,CRAIG&CINDY • 100 MOUND AVE EXCELSIOR,MN 55331- 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 dces not grant permission for additional or related work which requires separate permiu. All provisions of laws and ordinances governing this type of work shall be compied with whether or not specified hereia This permit will expire and become null and void if construction suthorized 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 ue requested in confortnance with the State Building Code.This permit may be revoked at any time for due cause. �� l Il�-`-� ��/) �.�e�' `��> � �Z�� /�? Applicant Permitee Signature Date Issued By Signature Date ' . � C�C�� I�t-c; i h `�c �� i C I� �' �C_�e�.�n- �'p� City of Orono FOR CITY USE LY %� � �Q�` P P.O. Box 66 C ` 2750 Keiley Parkway Date Received: '3 `� � � � C stal Ba MN 55323 ✓� � /-� C� �7 �:� Phone:(952)249-4600 Pertnit�Y y, ` " t�'�1,,,�G �,/ ' �'�a�` oa�,' Fax: 952 249-4616 A p Proved 8 y: sH � ) � � AlItOUftl$' ��- _� CL CITY OF ORONO — SEPTIC SYSTEM PERMIT APPLICATION (All permits must be approved by the On-Site Septic Manager and/or Building Officiai) .lob Site/Uwner information: Site Address: 300 BIG ISLAND, ORONO, MN 55331 Owner: CRAIG HEIMERL Mailing Address: 12235 62ND STREET City: WACONIA Zjp; 55387 Home Phone: 952-210-2148 Alternate Phone: N/A Con#�actor/Appli�ant lnformation: Contractor/App: BOHN WELL DRILLING CO Contact Persan: CARRIE RAHBAIN Address: 18190 DAIRY LANE State License#: 1043 City: JORDAN Zip: 55352 Expiration Date: 03/2018 Phone: 952-445-4809 Alternate Phone: NiA TYPES QF �CCUPANCY ' 0 Residential ❑ Commercial ❑ Other ** ATTENTl�N APPLICANT*'` Fill in aN a ro �i�#e blanks and check atl a ro riate boxes. Tanks: � Precast Concrete ❑ Fiberglass ❑ Plastic ❑ Other: Number of Tanks: 2 Size of Tanks: �,OOOGAL �,OOOGAL Type of Activity: � Trenches ❑ Mound ❑ Pressure Bed ❑ Chambers ❑ Holding Tanks ❑ Pre-Treatment ❑ Other NOTE: Provide an As-Built of the system before the final inspection. A 24-HOUR NOTICE IS REQUIRED FOR ALL INSPECTIONS. Paqe i PERMlT TYPE AND �EES New or Repiacement System $400.00 �"i��•� Repair Existing System 100.00 (Tanks or Drainfield) Total �� $ '�DO� The undersigned hereby applies to the City of Orono for issuance of a septic system installation permit, agrees to do ail 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 Applicant ��LID'��-- Date: ��(�([� MPCA License No.: I(�`��• Staff Review: cept enied �� Reviewer: Date: J` z�" 7 Reason for Denial: Comments (to be printed on inspection card): ��G� `m�s + ��vc c�t cf GENERAL INSTRUCTf�I /' ��/li Kjf 1. Applications for septic system permits may be mailec ,�p� � �� J offices; however, permits will not be mailed out. The pi `� (v' 7L the City offices and work must not begin un{ess tt '"** DO NOT MAII. PAYMENT WITH THIS APPLICATI( �(�� / �1�,� � 2. Permits will be on(y issued to contractors holding a � (MPCA) Septic System Installers License. �� / 3. All work must be done in accordance with the approved � 4. The following inspections will be required for all septic sy�«�,,,,. 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 comply with codes. 5. MPCA licensed Installers or their DRP (Designated Responsible Person) shall be present during all inspections. Page 2 1�oN� ■ � City of Orono Septic Asbuilt For ��,� �+� � s� � pY ` ��Kf 5 H OR� Address: 300 Big Island Building Use: Residence Installer: Bohn Well Drilling Co. License# L1043 Date: 5/24/2017 Septic Tanks: 1-1000 Pump Tank: 1-1000 Bedrooms# 2 System Type: ❑X I � II � III � Mound ❑X Trenches � Pressure Bed �Other Class II Dwelling Draw detailed diagram with measurements indicating distances to tank Risers. Use two(2) points from a permanent structure. Show locations of drop Boxes and length of trenches A B 1 2 3 4 5 6 7 8 9 10 11 12 � � r��oo s t �► ^ -�� 1a��1 /� G � 1 `" ��('7 1'��p �a�� W E N C K TNIS SYSTEM IS IIESlGNED FOR �17-f�G'� 2 BEDROOMS. ANY INCREASE fN NUMBER `�� fir`'"`�' � Z8�'e cc � �t � 0 BF EOROOMS 1NYAL10ATES THIS DESIGN. � )_ G`N �„L��• Responsive partner. �'� Exceptional outcomes. May 3, 2017 �� !� �� Zd G ,�� 7 ' r�� C�' �� ONSITE WASTEWATER SYSTEM DESIGN 300 Big Island �C �ets5 � �'��'�.l Prepared for: Craig Heimerl 12235 62�d St. Waconia, MN 55387 Wenck Job #2005-0001 TABLE OF CONTENTS PAGE # 1. Legal Description .............................................................................. ...1 2. Site Conditions ....................................................................................1 3. Soil Conditions ....................................................................................1 4. Sizing of Treatment System ............................................................... ....1 5. Description of Treatment Process ...........................................................1 6. Description of Treatment System ...........................................................2 7. Limitations ...........................................................................................2 List of Figures 1. Onsite Wastewater System Proposed Layout List of Appendices A. Soil Profile Descriptions B. Soil Hydraulic Conductivity Test Results C. MPCA/University of Minnesota SSTS Design Forms CITY OF ORQNO SF.PTIC PERM[T PLAN REVIEW iNSPECTOR DATE PERMIT NO.___„___ L7 nrrrto�-r.n ns s�;»�irrrn C� nrraovi:n�viTFi cc�riRrcrrons ns n�Tr:n C_] K(>T Af'PRO\'F:D-CURKF.CT&RF.SI:R�tIT Th�sc commcnts urc R�r your inli�rmalion. Al!wnrk shnll hc iiono in fidl com�liancc with all ap�,licublc ticptic w�d roning cudC. Rcquircmcnts inc(udiiig itcros not�pccil'icfilly nutcd tn U�is rcview. Kh.(ip�(�{IIS PLAK SCiT On SI'(E AT ALL.1I.V1fiS Wenck Associates, Inc. ; 1802 Wooddale Drive � Woodbury, MN 55125-2937 Toll Free 800-472-2232 �•1oir�� 651-294-4580 Err7ail wenckmp@wenck.com V�ieL wenck.com �� ` , � � �� .�� , � � . �: �� WENCK Sw�t,�r�t/v;i"". . ,� .f-. '� ... ..�. � s +s s • •�`�., 01.�r.,• . i . . � �t.i�6 .. ... .. - . . . Responsive partner. Exceptional outcomes. May 3, 2018 Roger Peitso Building Official, City of Orono 2750 Kelly Parkway Orono, MN 55356 Subject: Individual Sewage Treatment System (ISTS) Design. THIS DESIGN APPLICATION WILL REQUIRE A VARIANCE FROM THE CITY OF ORONO PROPERTY LINE SETBACK REQUIREMENTS. THE CITY WILL ADVISE THE OWNER IF A PROPERTY LINE SURVEY IS REQUIRED. 1. Legal Description - 300 Big Island; City of Orono; Hennepin County, Minnesota. PID 053-2311723320027. 2. Site Conditions - The approximately 0.25 acre parcel contains a two-bedroom, Class II dwelling as well as two storage sheds. Water service is via a private well. The site slopes toward Lake Minnetonka at a 5-10% grade. A new well has been drilled near the dwelling to allow for the required 50-foot well setback from the proposed septic drainfield in the rear of the yard. 3. Soil Conditions - The Hennepin County Soil Survey was reviewed prior to our site visit; the soil survey indicates the site is underlain by glacial till deposits. The property is mapped as the L22C2 Lester loam map unit. Soil investigations indicate the presence of clay loam subsoil at the proposed system depth of 24 inches. Clay loam soil has a recommended loading rate of 0.45 gpd/sqft. Hydraulic conductivity testing confirm the soil can accept a loading rate of 0.45 gpd/sqft, and the drainfield has been sized accordingly. Soil profile descriptions can be found in Appendix A. Hydraulic conductivity testing results are in Appendix B. The locations of the soil tests are found on Figure 1. The depth to seasonal saturation and/or bedrock was determined to be at or below 60" during a site visit with Roger Peitso on April 28, 2017. 4. Sizing of Treatment System - The ISTS is designed for a two-bedroom Class II dwelling; the estimated daily flow for this residence is 225 gallons. Soil loading rate is 0.45 gpd/sqft. Infiltrator Quick4 High Capacity chambers provide 12 inches of sidewall absorption area, which allows for a 20% reduction in the final bottom surface area of the trenches per MN 7080.2210 Subp 3(B). Final total bottom area is 420 sqft (minimum required bottom area is 400 sqft) divided into five 28-foot trenches. Each chamber is four feet long, and each.trench length must be divisible by four feet. A total of 35 chamber units will be installed. Sink and toilet fixtures need to be monitored closely to ---- , - - -----ensure proper operation. A leaking faucet or toilet can more than double the daily flow � _ . _____ _.to the ISTS and cause hydraulic failure. 5. Description of the Treatment Process - • Primary Treatment - Sewage is gravity discharged from the house to a septic tank. Natural biological activities taking place inside of the septic tank will separate solids and suspended particles. Solids are reduced to some extent through this process. Wenck Associates, Inc. � 1802 Wooddale Drive � Woodbury, MN 55125-2937 Toll Free 800-472-2232 MGin 651-294-4580 Email wenckmp@wenck.com !Neb wenck.com ♦ - - a � 300 Big Island WENCK Septic System Design � . Responsive partner. Exceptional outcomes. • Final Treatment - Effluent is fiitered through an effluent filter and pumped to a gravity fed drain field. As the effluent trickles down into the soil biochemical processes remove harmful viruses and bacteria. 6. Description of Treatment System - See Figure 1 and design sheets in Appendix C for additional detail. Contractor can select equivalent products to those described below if they meet the requirements of local ordinance, MN Rules Chapter 7080, designer approval, and owner approval. • Septic Tank - Proposed: 1,000 gallon Infiltrator� IM-1060 septic tank. Inlet and outlet of the tanks must have rubber fittings to create watertight seals. Contractor to follow manufacturer installation and burial requirements. • Lift Tank - Proposed: 1,000 gallon Infiltrator� IM-1060 septic tank. Inlet and outlet of the tanks must have rubber fittings to create watertight seals. Contractor to follow manufacturer installation and burial requirements. Tank to include an effluent pump to deliver a minimum of 20 gallons per minute with a 10 foot head. Use 2-inch Schedule 40 PVC for supply pipe from pump to the first drop box. • Septic/Lift Tank Risers - 24" diameter heavy corrugated PVC pipe. A watertight seal must be created between top of tank and the each riser using a tank to riser adapter and sealing the riser to the adapter with appropriate waterproofing agents. Top of riser should be 1" - 3" above finished grade. • Septic/Lift Tank Riser Cover - 24" diameter fiberglass cover with gasket and minimum 2" of insulation. Do not bury riser cover. • Drain Field - Excavate the drain field at the location depicted on Figure 1 and as staked on site. Contractor can vary location slightly based on field conditions to install trenches on contour. Install trenches shallow with a maximum depth of 24 inches. Each trench is 28 feet long (seven chamber units in each trench). Install five trenches as shown on Figure 1. Total trench length is 140 feet, or 35 chambers. • Install 35 Infiltrator�Quick4 High Capacity gravelless chambers at a maximum depth of 24 inches. Effluent will be distributed through drop boxes. Install the chambers as recommended by the manufacturer. Cover the gravelless chambers with 12-18 inches of cover and slope away. Establish a vegetative cover over the drain field immediately. 7. Limitations - Our investigation, layout, design, and recommendations are based on data submitted. If conditions considerably different from those described in this report are encountered, we must be notified. If proposed construction or components are changed, we must be notified to evaluate the effect of the changes on the wastewater system. Any changes to the design must be approved by the designer and will be assessed additional design costs. If changes are made to the design without the knowledge and approval of the designer the design shall be void. All construction is to 2 N:\Technical\2005\07\2017\300 Bio Island Design Report.dotx �� , � 300 Big Island WENCK Septic System Design � . Responsive partner. Exceptional outcomes. be in accordance with the ISTS regulations. Pipe type and size, installation requirements, septic tank construction, and other specifications not depicted in our report are to conform to ISTS regulations. The installer of the system is to be licensed by the Minnesota Pollution Control Agency. I certify that this plan, document or report was prepared by me or under my direct supervision and that I am a duly licensed Professional Soil Scientist and Advanced Designer under the laws of the State of Minnesota. If you have questions, please feel free to call. Sincerely, . Peter G. Miller, P.S.S. Advanced Designer MPCA Certification #C2341 Matthew Summers, Environmental Scientist Basic Inspector #C8931 Restricted Designer 3 N:\Technica1�2005\Ol\2017\300 Bio Island Design Report.docx . , ELEVATIONS Bench Mark: 100 . � EAST END OF TRENCHES: - _ ,. - _ _ � . Trench 1: 100.6 . - ' � � � Trench 2: �99.9 '� � �� ` � .' • Trench 3: 99.4 ,.' �w_ .� � .... Trench 4: 99.2 , , � .. .. � Trench 5: 98.9 , �� _ . � . , � . � � , � } _ � ` ` . 4 �. , , - . , , f , � .. � � .� , . :. , . . r � ► , � � , � � , �, ' � � � , ` � � ' � ► � ` 2-br Cabin � , � •, . � � ♦ � . � . ♦ ' _ _ ♦ �� ♦ ♦ � ♦ � , ♦ ♦ � ♦ 'ti � , 1�. r� �• This shed is resting on blocks, � �� not footings,and is not subject '.� � to SSTS setback requirements. . � �� • . � � N��. 0 Shed f� ��; � � 23 � '�S 10 Legend QProperty Line from Hennepin County GIS Shed 4"Effluent Distribution Line _ 2"Effluent Supply Line 4"Building Sewer Line(To Be Pressure Tested) TRENCHES: � InfiRrator IM 1060 Tank 5 trenches,24"max depth InfiRrator Quick 4 HC Chambers �Trench 7 chambers per trench � y�ll 28 feet per trench 35 total chambers � �� 50'Well Setback °,~i� 20'Well Setback � Ksat Test Soil Pit N � Soil Boring 25 12.5 0 25 � - � Benchmark Feet �--► Distance Path:V:101S�2006NYnxd\workinp.mxd Dala:6Nl 017 Tima:7 :04:36 PM r.SumMTO 8 CRAIG HEIMERL - 300 BIG ISLAND �^�WENCK MAY 2017 � � Proposed Layout ""�"""`°"`'�""�'�'� Figure 1 Soil Profile Description Date Completed: 10/25/2007 Test Pit# 1 Completed By: Peter G. Miller, P.S.S. License No. 42636 Equipment: Backhoe Project: 300 Big Island - Heirmerl Depth to Seasonal Saturation: >68" Landscape Position: 4-6% Side Slope Vegetation: Lawn Mapped Soil Type: Lester Parent Material: Glacial Till DEPTH END MATRIX (INCHES) COLOR TEXTURE STRUCTURE-CONSISTENCE REDOXIMORPHIC FEATURES OTHER 13 10YR 2/2 Loam Weak, Medium, Platy; Friable 27 10YR 4/3 Clay Loam Weak, Medium, Subangular Blocky; Friable 40 10YR 4/4 Clay Loam Weak, Medium, Subangular Clay Films Blocky; Firm 52 2.5Y 5/3 Loam Weak, Medium, Subangular Structure Platy-like in some Blocky; Firm areas; Few Dark Red Ochres 66 2.5Y 5/4 Loam Massive-Platy like Few, Fine, Distinct 10 YR 6/2 Dry; CAC03; Few Dark Red Ochres; Shale Fragments 68 10YR 5/3 Sand Loose, Single Grained Soil Profile Description Date Completed: 4/28/2017 Test Pit# 2 Completed By: Matthew Summers, PSS-IT#150691 Equipment: Bucket Auger Project: 300 Big Island - Heirmerl Depth to Seasonal Saturation: >60" Landscape Position: 4-6% Side Slope Vegetation: Lawn Mapped Soil Type: Lester Parent Material: Glacial Till DEPTH END MATRIX (INCHES) COLOR TEXTURE STRUCTURE-CONSISTENCE REDOXIMORPHIC FEATURES OTHER 9 10YR 2/2 Loam 16 10YR 4/4 Clay 31 10YR 4/4 Clay Loam Clay Films on Ped Faces 42 10YR 5/4 Sandy Clay Loam 10%fine and medium streaks 48 10YR 5/4 Clay Loam Few, Fine, Faint concentrations of CaCO. Few Dark Red Ochres. Shale Fragments. 20% Fine and Medium Streaks 60 10YR 5/3 Clay Loam of CaCO. Few Dark Red Ochres. Boring taken alongisde Roger Peitso for verification of depth to seasonal saturation and/or bedrock Appendix B Soil Hydraulic Conductivity Test Results JOB# 2005-01 , � . . Measurement No. 2 Conducted By Peter Miller Location TP- 1 Date 11/6/2007 Weather Condition Cloudy Temperature 40's Horizon B Hole Depth 60 cm Measured (Actual) water level in hole Distance between reference level Initial 15 cm and soil surface + 2 cm Final 15 cm Distance from the hole bottom to Radius of the hole( r) 2.65 cm the reference level (D) = 62 cm Desired water depth in hole(H) - 15 cm Constant-head tube setting (d) = 47 cm Reservoir Used for Measurement of the Steady-State Flow Rate Flow Measuring Reservoir Only Conversion Factor(C.F.) = 20cm2 Both Flow Measuring and Main Reservoirs X Conversion Factor(C.F.) = 105cm2 (To obtain flow volume multiply change in water level by the appropriate C.F. from above.) Reservoir in a er Clock Time Reading Ot Levef Flow Volume Q Q K$et h:min cm min �m cm3 cm3/min cm3/hr cmlh 300 32.9 305 32.1 5 0.8 84 17 1008 1.14 310 31.5 5 0.6 63 13 756 0.85 315 30.9 5 0.6 63 13 756 0.85 320 30.3 5 0.6 63 13 756 0.85 Average of Last three measurements: K58t- 0.85 cm/h 5.03 9pd/ft z COMMENTS: JOB# 2005-01 � � � . Measurement No. 1 Conducted By Peter Miller Location TP- 1 Date 11/6/2007 Weather Condition Cloudy Temperature 40's Horizon AB Hole Depth 33 cm Measured (Actual)water level in hole Distance between reference level Initial 15 cm and soil surface + 1 cm Final 15 cm Distance from the hole bottom to Radius of the hole ( r) 2.65 cm the reference level (D) = 34 cm Desired water depth in hole (H) - 15 cm Constant-head tube setting (d) = 19 cm Reservoir Used for Measurement of the Steady-State Flow Rate Flow Measuring Reservoir Only Conversion Factor(C.F.) =20cm2 Both Flow Measuring and Main Reservoirs X Conversion Factor(C.F.) = 105cm2 (To obtain flow volume multiply change in water level by the appropriate C.F. from above.) Reservoir in a er Clock Time Reading �t Level Flow Volume Q Q Kset h:min cm min �m cm3 cm3lmin cm3/hr cm/h 224 37.7 226 37 2 0.7 73.5 37 2205 2.49 228 36.5 2 0.5 52.5 26 1575 1.78 230 35.9 2 0.6 63 32 1890 2.13 235 35.2 5 0.7 73.5 15 882 1.00 240 34.5 5 0.7 73.5 15 882 1.00 245 33.8 5 0.7 73.5 15 882 1.00 Average of Last three measurements: Ksat= 1.00 cm/h 5.86 9Pd/ft z COMMENTS: Appendix C MPCA/University of Minnesota SSTS Design Forms .�-:, �� ;, � . MlnnesotaPollutlon OSTP Design Summary Worksheet UNIVERSITY ��A�� OF MINNESOTA '"� Property Owner/Client: Craig Heimerl Project ID:�v 07.14.15 Site Address: 300 Big Island,Orono MN Date: 4/25/17 1. DESIGN FLOW AND TANKS A. Design Flow: 225 Gallons Per Day(GPD) Note: The estimated design flow is considered a peak flow rate including a safety factor.For long term performance, the nverage B. Septic Tanks: daily flow is recommended to be�60%of this value. Minimum Code Required Septic Tank Capacity: 1000 Gallons,in �Tanks or Compartments Recommended Septic Tank Capacity: 1000 Gallons,in �Tanks or Compartments Effluent Screen:� Alarm:� C. Holding Tanks Only: Minimum Code Required Capacity:�Gallons,in �Tanks Designer Recommended Capacity:�Gallons,in �Tanks Type of High Level Alarm: D. Pump Tank 1 Capacity(Code Minimum): 1000 Gallons Pump Tank 2 Capacity(Code Minimum): �Galtons Pump Tank 1 Capacity(Designer Rec): 1000 Gallons Pump Tnnk 2 Capacity(Designer Rx): �Gallons Pump 1 20.0 GPM Total Head 6.4 ft Pump 2�GPM Total Head �ft Supply Pipe Dia. 2.00 in Dose Volume: 56.0 gal Supply Pipe Dia.�in Dose Volume:�gat 2. SYSTEM TYPE Qfrench QBcd QMound 04tGrade QGravity Distribution QPressure DisMbution-Level QPressure Distribution-Unlevel Q�rip QHdding Tank Qomer � "Selection Required Benchmark Elevation: 100.00 ft Benchmark Location: ToP ot ai«k,t+w comer or sned System Type Type of Distribution Media: �rainfiNd Rock �egistered Treatment Media: ❑r Type i ❑Type 11 �Type II I ❑Type IV ❑Type V Infiltrator Quick4 HC Chamber 3. SITE EVALUATION: A. Depth to Limiting Layer: 60 in 5.0 ft B. Measured Land Slope%: 5.0 % C. Elevation of Limiting Layer: D. Soil Texture: Clay Loam E, Loc.of Restricive Elevation: beneath trench 5 F. Soil Hyd. Loading Rate: 0.45 GPD/ft2 G. Minimum Required Separation: 36 in 3.0 ft H. Perc Rate: 5.1 gpd/sqft ksat I. Code Maximum Depth of System: 24 in Comments: 4. DESIGN SUMMARY Trench Design Summary Dispersal Area 400 ftz Sidewall Depth�in Trench Width�ft Total Lineal Feet 136 ft Number of Trenches� Code Maximum Trench Depth 24.0 in Contour Loading Rate 12.0 ft Designers Max Trench Depth 24.0 in Bed Design Summary Absorption Area�ftZ Depth of sidewall�in Code Maximum Bed Depth�in Bed Width�ft Bed Length�ft Designers Max Bed Depth�in �� MinnesotaPollutbn OSTP Design Summary Worksheet UNIVERSITY Conuol A OF MINNESOTA �� 9e�Y Mound Design Summary Absorption Bed Area�ft2 Bed Length�ft Bed Width�ft Absorption Width�ft Clean Sand Lift�ft Berm Width (0-1%1�ft Upslope Berm Width�ft Downslope Berm Width �ft Endslope Berm Width�ft Total System Length�ft Total System Width�ft Contour Loading Rate�gal/ft At-Grade Design Summary Absorption Bed Width�ft Absorption Bed Length�ft System Height�ft Contour Loading Rate�gal/ft Upslope Berm Width�ft Downslope Berm Width�ft Endslope Berm Width�ft System Length�ft System Width�ft Level 8 Equal Pressure Distribution Summary No.of Perforated Laterals� Perforation Spacing�ft Pertoration Diameter�in Lateral Diameter�in Min. Detivered Volume�4al Maximum Delivered Volume�8al Non-Level and Unequal Pressure Distribution Summary Elevation Pipe Volume Pipe Length Perforation Size (ft) Pipe Size(in) (gal/ft) (ft) (in) Spacing(ft) Spacing(in) Lateral 1 Minimum Delivered Volume Lateral 2 �gal Lateral 3 Lateral 4 Maximum Delivered Volume Lateral 5 ��al Lateral 6 5, Additional Info for Type IV/Pretreatment Design A. Calculate the organic londing 1. Organic Looding to Pretreatment Unit =Design Flow X Estimoted BOD in mg/L in the effluent X 8.35�1,000,000 gpd X �mg/L X 8.35:1,000,000= �lbs BOD/day 2. Type of Pretreatment Unit Being Installed: 3. Calculate Soil Treatment System Organic Looding: BOD concentration ajter pretreotment=Bottom Areo =lbs/day/ftZ mg/L X 8.35=1,000,000 = �ftZ= �tbs/day/ftz Comments/Special Design Considerations: System will utilize Infiltrator Quick4 High Capacity(HC)chambers.These chambers provide 12"of sidewall,which allows for a 20% reduction in the drainfield sizing. I hereby certify that I have completed this work in accordance with all applicable ordinances, rules and laws. Peter Miller/Matt Summers (Designer) (Signature) (License#) (Date) ��µ OSTP Trench Design UNIVERSITY Minnesota Pollutbn Worksheet OF MINNESOTA tontrol Agency �� 1. SYSTEM SIZING: Project ID: v 07.14.15 A. Design Flow: 225 GPD B. Code Maximum Depth: 24 inches Designers Maximum Depth: 24.0 inches C. Soil Loading Rate: 0.45 GPD/ft2 Contour Loading Rate: 12.0 gal/ft D. Required Bottom Area: Design Flow(1.A)=Loading Rate (1.C) = Initial Required Bottom Area 225 GPD= 0.45 GPD/ft2 = 500 ftZ E. Select Dispersal Media: ❑ Rock (selection required) p Registered Product F. Select Distribution Method: 0 Pressure ❑Gravity-Drop ❑Gravity-Other G. If distribution media is installed in contact with sandy or loamy sand or with a percolation rate of 0.1 to 5 mpi indicate distribution or treatment method: 2. TRENCH CONFIGURATION: ROCK q. Initial required Sidewall gottom Area Bottom Area Design trench bottom area Absorption trench Reduction Multiplier (ftZ): (from 1.D) (inches) bottom area cover 6 to 11 1 500 Q Distribution 12 to 17 20% 0.8 500 18 to 23 34% 0.66 5idewalt 24 40% 0.6 B. Select Sidewall Height: �inches = �ft widcn C. Design Bottom Area (2.A): �ftZ D. Select Trench Width: �ft E. Total Designed Trench Length: Bottom Area :Trench Width =Total Required Trench Length �ft2 -� ft= �ft I. Calculate Minimum system length based on Contour Loading Rate: Design Flow =Contour Loading Rate = ��Pd:��al/ft = �ft F. Select No. of Trenches: �trenches G. Select Trench Spacing : �ft (typically 5 - 12 ft from center to center) H. Calculate Lawn Area:Trench Length (2.E)X Trench Spacing (2.G)=square feet of lawn area � ft X�ft = �ft2 lawn area J. Select Depth Required to Cover Distribution Pipe: �ft (0.33 ft for pressure, 0.5 ft for gravitY) K. Calculate Rock Volume: (Sidewall Height(2.6) + Depth to Cover Pipe (2.J))X Bottom Area (2.C) =cubic feet ( �ft +�ft� X�ftZ = ft' Divide ft'by 27 ft'/yd'to calculate cubic yards: �ft3 + 27 = �yd3 3. TRENCH CONFIGURATION: REGISTERED PRODUCTS-CHAMBERS AND EZFLOW p, Initial required Sidewall gottom Area Bottom Area Design trench bottom area Absorption trench Reduction Multiplier (ftZ): (from 1.D) (inches) bottom area 6 to 11 1 500 12 to 17 20% 0.8 400 500 18 to 23 34% 0.66 330 24 40% 0.6 300 B. Registered Product: Infiltrator Quick4 HC Chamber C. Select Sidewall Height: 12 inches = 1.0 ft D. Design Bottom Area (3.A): 400 ft2 E. Registered Width: �ft F. Minimum Designed Trench Length= Bottom Area (3.C):Trench Width (3.D) 400 ft2 = 3.0 ft= 133 ft G. Enter the Registered Product Component Length: �ft H. Number of Components=Minimum Total Length Required divided by Component Length (Round up) 133 ft: � ft= 34 components I. Actual Total Trench Length= Number of Components X Component Length: 34 components X 4.0 ft = 136 ft J. Calculate Minimum length per trench based on Contour Loading Rate: Design Flow:CLR= 225.0 gpd: 12.0 gal/ft = 18.8 ft K. Select No. of Trenches: �trenches L. Length per trench=Actual Trench Length : Number of Trenches. Recommended to not exceed 3.J. 136.0 ft: ��al/ft = 27.2 ft M. Select Trench Spacing : �ft (typically 5- 12 ft from center to center) N. Calculate Lawn Area: Trench Length X Trench Spacing =square feet of lawn area 136 ft X �ft = 800 ft2 lawn area Comments• �� OSTP Basic Pump Selection Design � Minnesota Pollution Worksheet UNIVERSITY ControlAgency OF MINNESOTA ":1�::��"' 1. PUMP CAPACITY Project ID: Pumping to Gravity or Pressure Distribution: QQ cravity QPressure Selection required 1. If pumping to gravity enter the gallon per minute of the pump: 20.0 GPM (f0-45 gpm) 2. If pumping to a pressurized distribution system: �GPM 3. Enter pump description: 2. HEAD REQUIREMENTS 6pokHofdi�"� ,� . A. Elevation Difference �ft � swd+�""` between pump and point of discharge: � EkveOiwi%''• B. Distribution Head Loss: �ft - am�,u C. Additional Head Loss: �ft(due to special equipment,ec�.� ; ----------------------------- -------------. Table l.FNction Loss in Plastic Pi 100k Distrilsutlon Head L,oss Gravity Dtstribution = oft Flow Rate � Diameter(inches (GPM) 1 1.25 1.5 2 Pressure Distribution based on Minimum Average Head 10 9.1 3.1 1.3 0.3 Value on Pressure Distribution Worksheet: �2 �2,g 4,3 1.8 0.4 N�nimurr��vsra e.Head Df�ibution He�d Loss �4 17.0 5J 2.4 0.6 1 ft 5ft �6 21.8 7.3 3.0 -0J 2ft 6ft �g q.1 3.8 0.9 5ft 1 Oft 20 11.1 4.8 1.1 25 16.8 6.9 1.7 D. 1.Supply Pipe Diameter. 2.0 in 30 23.5 9J 2.4 2.Supply Pipe Length: 26 ft 35 12.9 3.2 40 16.5 4.1 E. Friction Loss in Plastic Pipe per 100ft from Table I: 45 20.5 5.0 50 6.1 Friction Loss= 1.12 ft per 100ft of pipe 55 7.3 60 8.6 p, Determine Equivalent Pipe length from pump discharge to soil dispersal area discharge b5 10.0 point. Estimate by adding 25%to supply pipe length for fitting loss. Supply Pipe Length �0 11.4 (D.2) X 1.25=Equivalent Pipe Length 75 13.0 85 16.4 26 ft X 1.25 = 32.5 ft 95 20.1 G. Calculate Supp(y Friction Loss by multiplying Friction Loss Per 100ft (Line E)by the Equivalent Pipe Length (Line F)and divide by 100. Supply Friction Loss= 1.12 ft per 100ft X 32.5 ft + 100 = 0.4 ft H. Tota!Head requirement is the sum of the Elevation Difference (Line A),the Distribution Head Loss(Line B),Additional Head Loss(Line C),and the Supply Friction Loss(Line G ) 6.0 ft + �ft + �ft + 0.4 ft = 6.4 ft 3. PUMP SELECTION A pump must be selected to deliver at least 20�Q GPM(Line 1 or Line 2)with at least 6,4 feet of total head. Comments: ' �� OSTP Pump Tank LTNIVERSITY ""��'y°" Design Worksheet OF MINNESOTA �y� DETERMINE TANK CAPACI7Y AND DIWENSIONS Project ID: v 07.14.15 1. A. Design F(ow (Desiqn Sum.1A): zZ5 GPD B. Min.required pump tank capacity: 1000 Gal C.Recommended pump tank capacity: 1000 Gal D. Pump tank description: Demand to Gravity MEASURED TANK CAPACITY(existing tanks): 2. A. Rectangle area=Length(L)X Width(W) W idth �ft X � ft = �ft� B. Cirde area=3.14r�(3.14 X radius X radius) 3.14 X �Z ft - �ftZ Length C, Calculate Gallons Per Inch. Multiply the area from 1.A or 1.6, by 7.5 to determine the gallons per foot the tank holds and divide by 12 to calculate the gallons per inch. � ft2 X 7.5 gal/ft' =12 in/ft = �Gallons per inch Radiu D. Calculate Tota!Tank Volume Depth from bottom of inlet pipe to tank bottom: �in Total Tank Volume =Depth from bottom oJ inlet pipe (Line 4.A)X Gallons/Inch (Line 2) � in X �Gallons Per Inch= �Gallons MANUFACTURER'S SPECIFIED TANK CAPACITY(when available): 3. A. Tank Manufacturer: Infiltrator Note:Design colculotions are bosed on this specific tank.Substftuting a B. Tank Model: IM-1060 different tonk mode(will change the C. Capacity from manufacturer: 1094 Gallons Pump Jloat or timer set[ings.Contact designer if changes are necessary. D. Gallons per inch from manufacturer: 24.9 Gallons per inch E. Liquid depth of tank from manufacturer: 44.0 inches DETERMINE DOSING VOLUME 4• Calculate Volume[o Cover Pump (The inlet of the pump must be at least 4-inches from the bottom of the pump tank @ 2 inches of water covering the pump is recommended) (Pump and block height+2 inches)X Gallons Per Inch (2C or 3E) ( 14 jn + 2 inches) X 24.9 Gallons Per Inch = 398 Gallons 5. Minimum De(ivered Volume = 4 X Volume of Distribution Piping: -Line 17 oj the Pressure Distribution or Line 11 oj Non-leve! �Gallons(minimum dose) 6. Calculate Moximum Pumpout Volume (25%of Design Flow) Design Flow: 225 GPD X 0.25 = 56 Gallons(maximum dose) 7. Selec[a pumpout volume that meets both Mfnimum and Moximum: 56 Gallons 8. Calwlate Doses Per Day =Design Flow=Delivered Volume VQ�UIYI�'O��.�RR'�llid��t. 225 gpd= 56 gdl = �� .�jp@ 9. Calculate Drainback: A. Diameter of 5upply Pipe= �2 inches �� , �.�i,l!'�i� D131y1Q�t' �?'F44� B. Length of Supply Pipe= 26 feet {i�cl�es� {+Catbrr�) C. Volume of Liquid Per Lineal Foot oJ Pipe = 0.170 Gallons/ft 1 0.045 D. Droinback =Length of Supply Pipe X Volume of Liquid Per Lineal Foot of Pipe �.25 �.�7$ 2e ft x o.»o gal/ft = a.a Gallons 1.5 0.110 10. Totol Dosing Volume =Dellvered Volume plus Drainback 2 �.�70 56 gal+ a.a ga�= bo Gallons 3 0.380 1 i. Minimum Alarm Volume=Depth of alarm(2 or 3 inches)X gallons per inch of tank ��n X 24.9 gal/in = 49.8 Gallons 4 0.661 ��`� �"` OSTP Pump Tank UNIVERSITY ""^^�°�Ro0at1on Design Worksheet OF MINNESOTA yY� Control Agency TIMER or DENL4ND FLOAT SE7TING5 Select Timer or Demand Dosing: Qrimer Lbemand oose A. Timer Settings 12. Required Flow Rote: A. From Design(Line 12 of Pressure,Line 10 of Non-Level or Line 6 of Pump"): � GPM 'Note: This value must B. Or calculated:GPM=Change in Depth(in)x Gallons Per inch/Time Interval in Minutes be odjusted after � in X � 8al/in� � min=� GPM ins[allotion based on pump colibro[ion. 13. Flow Rate from Line 12.A or 12.B above. � GPM 14. Calculate TIMER ON setting: Toto!Dosing Volume/GPM � $dl= � 8Pm= �Minutes ON 15. Calculate TIMER OFF setting: Minutes Per Day(1440)/Doses Per Day- Minutes On 1440 min - �do5e5/day - �min = �Minutes OFF 16. Pump Off Float-Measuring from bottom of tank: Distance to set Pump Off Float=Gallons to Cover Pump /Gollons Per Inch: � 8dl 3 � $dl/ln= �Inches 17. Alarm Float-Measuring from bottom of tank: Distance[o set Alarm Float=Tonk Depth(4A)X 90%oJ Tank Depth � in X 0.90= �in B. DEMAND DOSE FLOAT SETTINGS 18. Calculate Float Separation Distance using Dosing Volume. Tota!Dosing Volume/Gollons Per Inch 60 gal = 24.9 gal/in= 2.4 Inches 19• Measuring from bottom of tank: A. Distance to set Pump Off Floot =Pump+block height+2 inches 14 jn+ � ln = 16 Inches B. Distance to se[Pump On Float=Distance to Set Pump-Off Float +Float Seporation Distance 16 in+ 2.4 jn = 18 Inches C. Distance to se[Alarm Floot =Distance to set Pump•On Float +Alnrm Depth (2-3 inches) 18 jn+ 2.0 jn= 20 Inches FLOAT SETTINGS DEMAND DOSING TIMED DOSING Inchesfor pose: 2.4 in Alarm Depth 20.4 in Alarm Depth in Pump On 18.4 in 49.8 Gat Pump Off 16.0 �� 60 Gal Pump Off �� 398 Gal � - �=Quick4�, f,HA^{RFn"cV,S'r/,:'c � ■ ■ ■ The Quick4° High Capacity Chamber I N F I LT R AT O R° water technologies 1 �" � �, � �".�w'. . .;.a.�. ., > :f..r The Quick4�High Capacity Chamber fits in a 36" wide -~ ,�.-:��''.�� trench and is ideal for curved or straight systems. It features - ��s�"'"`� �L'�• the patent-pending Contour Swivel Connection��^ which fi �= 3 :»,a� �;� permits turns up to 15°, right or left. The MultiPort�^^ endcap `` �,�< ' �, `� allows multiple piping options and eliminates pipe fittings. , ,� � � � The chamber's four-foot length provides optimal installation �' �.� :�' ;, �� , .;. flexibility. �� „��,� �"�� `��`_ ; �_. ��. . ,r � �� `,w� ,� �`� �.�«r� � . a, ,,' - Chamber Benefits: .� ��'�- •Advanced contouring connections swivel up to 15°, _� right or left #;' .: • Latching mechanism allows for quick installation �` �`� •Compact nesting provides more trench length in an � � �� ►f�� , �,� ��; equivalent stack height � ' .�. -: „��. • Four-foot chambers are easy to handle and install `�'�``' �- ��., . •The Quick4 High Capacity Chamber supports wheel loads of 16,000 Ibs/axle with only 12" of cover �s �;;, _ ._ � � �� • Certified by the International Association �� „'�r ° ��} � • W:. £ *� � � of Plumbin and Mechanical Officials IAPMO �� '� #� °��` � �.. �� r� �� ° = 9 ( ) ° ' �, � .�, _,�rfi„� �,�� ,�,.� � ,� ��y�� ` ,. s ++ '�rt ��""° �= :"� -t- *-94. ��i �� MultiPort Endcap Benefits; - �� `x� �� ' � �~��, `�. � � �.� � : �. . »_'�,�..'+ � '�,.,,��i.y�� .`.:: s � ��V„�,�{�a�� -�'��5 ,�.� • Tear-out seals on inlet ports provide a tight fit to the pipe r �° ��, �� ` �,��;�a ��.�, ,� � • Eight molded-in inlets/outlets allow for maximum piping flexibility 1 �u' • Fits on either end of the Quick4 High Capacity Chamber : • , � 1 � � • i � • � � APPROVED in � ' ' • ' • ' • " ' ' c Ql//C�(4�, , Quick4 High Capacity Chamber `""``S�FS,'S;E�'`' � � � ,s�� 34" �'� 48" _I EFFECTIVE LENGTH MultiPort EndCap o q o i s° �s^ 11.5" 34" FRONT VIEW SIDE VIEW TOP VIEW INFILTRATOR WATER TECHNOLOGIES STANDARD LIMITED WARRANTY Typical Trench View (a)The structural integrity of each chamber,endcap and other accessory manufactured by Infiltrator("Units"),when installed and operated in a leachfield of an onsite septic system in accordance with Infiftrator's instructions,is warranted to the original purchaser("Holder")against NATNE BACKFILL TOPSOIL defective materials and workmanship for one year from the date that the septic permit is issued for the septic system containing the Units;provided,however,that if a septic permit is not required by i��...., ... ; ._ ��.,; ; : , applicable law,the warranty period will begin upon the date that installation of the septic system ��• '�� IG COVER BY �� : �" q_ commences.To exercise its wananty rights,Holder must notify Infiltrator in writing at its Corporate -, ��l DESIGN ;' �� Headquarters in Old Saybrook,Connecticut within fifteen(15)days of the alleged defect.InfiRrator � ' � � � �' ' will supply replacement Units for Units determined by Infiltrator to be covered by this Limited ,`�,..,;:. ,\ ,,:. 16" ! :: �g° / : � Warranty.Infiltrator's liability specifically excludes the cost of removal and/or ' � ,�. 11.5"INVER7 installation of the Units. �', �.�� ,��' � � � � � (b)THE LIMffED WARRANTY AND REMEDIES IN SUBPARAGRAPH(a)ARE EXCLUSIVE. 3a" SPnCiNG PER COD 3a" THERE ARE NO OTHER WAARANTIES WITH RESPECT TO THE UNITS,INCLUDING NO (3BNADETRENCN) IMPLIED WARRANTIES OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE (c)This Limited Warranty shall be void if any part of the chamber system is manufactured by anyone other than Infiltrator. The Limited Warranty does not extend to incidental,consequential, special or indirect damages.Infiltrator shall not be liable for penalties or liquidated damages, including loss of production and profits,labor and materials,overhead costs,or other losses or � �c � •�' �� '� • � expenses incurred by the Holder or any third party. Spec'rfically excluded from Limited Warranty coverage are damage to the Units due to ordinary wear and tear,alteration,accident,misuse, $IZe 34"W x 53"L x 16"H abuse or neglect of the Units;the Units being subjected to vehicle traffic or other conditions which (864 mm x 1346 mm x 406 mm) are not permitted by the installation instructions;failure to maintain the minimum ground covers set forth in the installation instructions;the placement of improper materials into the system Effective Length 48" (1219 mm) containing the Units;failure of the Units or the septic system due to improper siting or improper sizing,excessive water usage,improper grease disposal,or improper operation;or any other Louver Height 12.2" (310 mm) event not caused by Infiftrator. This Limited Wananty shall be void'rf the Holder fails to comply with all of the terms set forth in this Limited Warranty.Further,in no event shall Infiltrator be Storage Capacity 62 gal (235 L) responsible for any loss or damage to the Holder,the Units,or any third party resulting from installation or shipment,or from any product liability claims of Holder or any third party.For this Invert Height 11.5" (292 mm) Limited Warranty to apply,the Units must be instalied in accordance with all site conditions required by state and local codes;all other applicable laws;and InfiRrator's installation instructions. (�No representative of Infiltrator has the authority to change or extend this Limited Warranty. Y� — No warranty applies to any party other than the original Holder. � The above represents the Standard Limited Warranty offered by InfiRrator. A limited number of � a Business Park Road states and counties have different warranty requirements. Any purchaser of Units should contact � P.O.Box�68 Infiltrator's Corporate Headquarters in Old Saybrook,Connecticut,prior to such purchase,to Old Saybrook,CT 06475 obtain a copy of the applicable warranty,and should carefully read that warranty prior to the I N F I LT R AT O R� 1-80 0-221 044 3 6 x 860-577-7001 purchase of Units. water technologies WWW�nfiltratorwater.com U.S.Pffierris:4,759,661;5,017,04�;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 Pffierits:1,329,959;2,004,564 Other patents pending. InfiRrator,Equalizer,Quick4,and SideWinder are registered trademarks of InfiRrator Water Technologies.Inflttrator is a registered trademark in France.InfiRretor Water Technologies is a registered trademark in Mexico. Contour,MicroLeaching,PolyTuff,ChamberSpacer,MuRiPort,PosiLock,QuickCut,QuickP�y,SnapLock and StraightLock are trademarks ot Infikrator Water Technologies. 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. �2013 Infittrator Water Technologies,LLC.All rights reserved.Printed in U.S.A. Q13 0813 • • • • . � • • 11 • �"''� n�+��e��i��o� List of Registered SSTS P�oprietary ControlAgency Distribution Media Products List of Registered SSTS Proprietary Distribution Media Products-March 2014 This page provides the current list of registered distribution media produds for Type I,Type II,Type III,and 7ype IV Subsurface Sewage Treatment Systems(SSTS)in Minnesota. Please read"How to Use the List of Registered Treatment and Distribution Products"at the following location: http://www.pca.state.mn.0 s/p u bl ications/wq-wwistsl-18.pdf Proprietary distribution media products are used to distribute effluent to the soil surface in trenches,beds(seepage and pressure beds),at-grades and mounds. Aoduct ManufacWrer Product Name and MotlN Dlstrlbutla�Media Type tnfiltrotor Svstems Inc. Art 18 Chambers Chambers Arc 24 Chambers Chambers Arc 36 Chambers Chambers Arc 36 Low Profile(LP)Chambers Chambers Arc 36 High Capacity(HC)Chambers Chambers Infiltretor Svstems.Inc BioDiffuser 11"Standard Chambers Chambers BioDiffuser 16"High Capacity Chambers Chambers Infiltrator Svstems Inc. Quick4 Equalizer 24 Low Profile(LP)Chambers Chambers Quick4 Equalixer 24 Chambers Chambers Quick4 Equalizer 36 Chambers Chambers Quick4 Plus SWndard Low Profile(LP)Chambers Chambers Quick4 SWndard Chambers Chambers Quick4 Vlus Standard Chambers Chambers Quick4 High Capacity(HC)Chambers Chambers Quick4 Plus High Capacity(HC)Chambers Chambers Infiltrator 5vstems Inc. EZflow 1202 H Expanded polystyrene aggregate EZflow 1202 H-GEO Expanded polystyrene aggregate EZflow 1203 H Expanded polystyrene aggregate EZflow 1203 H-GEO Expanded polystyrene aggregate Mlnnesota Pollutlon Control Agency•520 Lafayette Rd.N.,St.Paul,MN 55155-4194•www.pw.state.mn.us wq-wwistsl•22 651-296-6300•800-657-3864•TfY 651-282-5332 or 800-6573864•Available in akemative formats March 2014 Infiltretor Systems,lix. 6 Business Park Road P.O.Box 768 Old Saybrook,CT 06475 Phone:860-577-7198 Fax:860-577-7001 Email:dlentz@infiltratorsystems.net Web:www.infiltratorsystems.com In the Table(below)under Important Product Information,click on each item to see the following: Notice of Product Listing=MPCA letter to the manufacturer Arc Chamber Manual=Product specific information for Minnesota The Arc chambers listed below are registered for use in trenches,beds,at-grades and mounds,as specified in the'Notice of Produd Listing'letter to the manufadurer that you can read under'Important Produd Use Information'. Praluct Name Product Model Product Dimerisions Average Sidewalt Minimum Inside Registered Width Sizing Invert ImportaM Product Width x Length x Height InBitrative Height Dimension Width in Minnesota Hetght Use irifom►ation �1nches► (Inches) (Incha� (inches) (Inches) Arc Chambers Arc 18 16 x 60 x 12 7.6 13.4 18 6.2 Notice of Product Listing Arc Chambers Arc 24 24 x 60 x 12 7.6 19.0 24 6.2 Arc/BioDiffuser Chamber Manual Arc Chambers Arc 36 34 x 60 x 13 7.1 28.7 36 7.1 Arc Chambers Arc 36 Low Profile(LP) 34 x 60 x 8 6.0 29.4 36 3.8 Arc Chambers Arc 36 High Capacity(HC) 34 x 60 x 16 103 29.4 36 10.4 �rn��..m.vaxna� � List of Registered SSTS Distribution Media Products•wq-wwistsl-22•March 2014 2 of 5 ��,,,,,,,,y,,,�, Infiitrator Systems,Inc. 6 Business Park Road P.O.Box 768 Old Saybrook,CT 06475 Phone:860-577-7198 Fax:860-577-7001 Email:dlentz@infiltratorsystems.net Web:www.infiltratorsystems.com In the Table(below)under Important Product Informatio�,click on each item to see the following: Notice of Product Listing=MPCA letter to the manufacturer BioDiffuser Chamber Manual=Produd specific information for Minnesota The Arc chambers listed below are registered for use in trenches,beds,at-grades,and mounds,as specified in the'Notice of Product Listing'letter to the manufacturer that you can read under'Important Product Use Information'. Product Name Product Model Product Dimensions Average Sidewali Minimum MsWe Registered 1M�ith Suing Inve�t Important Product Width x Length x He�ht Ir�fiitrative Height Dimension WWth in Minnesota Height Use Informatbn (Inches) (Inches) (Inches) (Inthes) (inches) BioDiffuser Chambers 11"Standard 34 x 75 x 11 635 27.1 36 6 Notice of Product Listing BioDiffuser Chambers 16"High Capacity 34 x 75 x 16 11.2 27.4 36 il Arc/BioDiffuser Chamber Manual ..'"�� Minnesota Pollutbn List of Registered SSTS Distribution Media Products•wq-wwistsl-22•March 2014 3 of 5 � Control Agency I�ikrator Systems,Inc. 6 Business Park Road P.O.Box 768 Old Saybrook,CT 06475 Phone:860-577-7196 Fax:860-577-7001 Email:dlentz@infiltratonystems.net Web:www.infil[atorsystems.com In the Table(below)under Important Product Information,click on each item to see the following: Notice of Product Listing=MPCA letter to the manufacturer Quick4 Chamber Manual=Product specific information for Minnesota The Quick4 chambers listed below are registered for use in trenches,beds,at-grades and mounds,as specified in the'Notice of Product Listing'letter to the manufacturerthat you wn read under'Important Product Use Information'. ProductName � ProduUModN �VroductOYnauions 0.van`rtSidevvafl MlnimuminsWe Ratistered.YVIdMSt� ImrM ImportaMVroduct � . . � . � W Wtb x langth K Hayht� InlRhetNe NNght OMn�nfbn 1NIdtA � M Mlnneaots � NaIgM USe�IpMrmalbn�. (Mdi�j (mchet) pnMal Ilndiesl (inahasl Quick4 Chambers Quick4 Equalizer 24 Low Profile(LP)Chambers 16 x 48 x 8 6 14 18 2 and 6 Notice of Product Listing Quick4 Chambers Quick4 Equalizer 24 Chambers 16 x 4S x 11 9 14 18 6 quick4 Chamber Manual Quick4 Chambers 4uick4 Equalixer 36 Chambers 22 x 48 x 12 10 19 24 6 Quick4 Chamben Quick4 Plus Standard Low Profile(LP)Chambers 34 x 48 x 8 6 30 36 0.6 to 9 Quick4 Chamben qulck4 Standard Chambers 34 x 48 x 12 7 29 36 8 Quick4 Chambers Quick4 Plus Standard Chambers 34 x 48 x 12 8.8 30 36 5.3 to 12.7 Quick4 Chambers Quick4 High Capacity(HC)Chambers• 34 x 48 x i6 12 29 36 11.5 Quick4 Chambers Quick4 Plus High Capac(ty(HC)Chambers' 34 x 48 x 14 12 30 36 0.8 to 12.7 •A maximum 20 percent reduction is allowed in trenches(only)using this product model when the entire 12 inches of sidewall is used as an infiltretive surface. However,the 20 percent reduction does not apply when this chamber product is used in beds,at-grades and mounds. List of Registered 55T5 Distribution Media Croducts•wq-wwistsl-22•March 2014 4 of 5 ��0^y"�1" I�Ihretor Systems,Inc. 6 Business Park Road P.O.Box 768 Old Saybrook,CT 06475 Phone:860-577-7198 Fax:860-577-7001 As of lanuary 2014,the cobr of the EZflow synthetic aggregau is now light grey.The blue eolorant is no longer added to the produa.� Email:dlentz@infiltratorsYstems.net The i net andfabAtremainunehan ed. � � � Web:www.infiltratorsystems.com In the Table(below)under Important Product Information,click on each kem to see the following: Notice of Product Listing=MPCA letter to the manufacturer EZflow Manual=Product specific informaUon for Minnesota The EZflow products listed below are registered for use in trenches,beds,at-grades and mounds,as specified in the'Notice of Product Listing'letter to the manufacturer that you can read under'Important Product Use Information'. Product Name Product Model• Product Dime�nions•" � . 'Averag!SWewsq. . Mlnimum Insida � Regbtered Wldth Sizfng Invart Important ProduR wweh��.ngen z He�ne ��weraewe Net�ne Dlmenabn Width tn Minnesota HNgAt Use InMrmadon pnches) (h�Mesl pnches) hnchesl PrKha► EZflow 1202H 24 x 120 z 12 6 24 24 6 Notice of Product Listing EZflow 1202H-GEO 24 z 120 x 12 6 24 24 6 EZflow Manual EZflow 1203H 36 x 120 x 12 6 36 36 6 EZflow 1203H-GEO 36 x 120 z 12 6 36 36 6 "A maximum 34 percent reduction is allowed using these products in trenches(only)when the produds are'double stacked'and the entire 18 inches of sidewall is used as an infiltretive surface. However,the 34 percent reduction does not apply when these bundled expanded polysryrene aggregate products are used in beds,at-grodes and mounds. '*The EZflow models are also available in 5 foot(60 inch)lengths;these lenghtr are also registered for use in Minnesota. j.� Mln��sMs Poltutfon List of Registered 55T5 Distribution Media Products•wq-wwistsl-22•March 2014 5 of 5 ��o�p��,