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Home My WebLink About2015-00650-septic - (not sure if all papers go with this permit) � � CITY OF ORONO * Z 0 1 5 - 0 0 6 5 0 * 2750 KELLEY PARKWAY DATE ISSUED: OS/2U2015 ORONO, MN 55356- 952 249-4600 FAX: 952 249-4616 ADDRESS : 1270 FRENCH CREEK DR pIN : 10-117-23-32-0014 LEGAL DESC : FRENCH CREEK : LOT 006 BLOCK 002 PERMIT TYPE : SEPTIC PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : NEW OR REPLACEMENT(SEPTIC SYSTEM) t�c T� v I T`1 . r'�`i Fi C R-s�'Z-�f�c NOTE: NEW CHAMBER SYSTEM- 1 l03 S.F. (1)PRECAST CONCRETE TANK- 1250 GALLON �TyPt' C'HF�r�B�R T3�� APPLICANT SEPTIC NEW OR REPLACEMENT 400.00 STATE SURCHARGE SEPTIC 5.00 SWEDLLIND SEPTIC TOTAL 405.00 930 DEER CREEK PARKWAY Payment(s) MN 560ll- CHECK 1875 405.00 952-657-1034 OWNER MUELLER,ANDREA 1270 FRENCH CREEK DR WAYZATA, MN 55391- AGREEMENT AND SWORN STATEMENT The work for which this permit is issued shall be performed according to the approved plans and specifications,applicable City approvals,and the State Building Code. This permit is for only[he work described and does not grant permission for additional or related work which requires separate permits. All provisions of laws and ordinances goveming this type of work shall be compied with whether or not specified herein.This permit will expire and become null and void if construction authorized is not commenced within 180 days of the date of issuance,or if construction is suspended for a period of 180 days at any time after work has commenced. The applicant is responsible for assuring all required inspections are requested in conformance with the State Building Code.This permit may be revoked at any time for due cause. a �.� �� / . _ �� , � �-1 ��S Applicant Permitee Signature ate�' Issued Signature Date v � r ' � �� City of Orono FOR CITY USE ONLY /� P.O. Box 66 V 2750 Kelley Parkway Date Received: Permit# Crystal Bay, MN 55323 (952)249-4600 Amount: $ y� � �'�k�s}a o�-�. � CITY OF ORONO - SEPTIC SYSTEM PERMIT APPLICATION (All permits must be approved by the On-Site Septic Manager and/or Building O�cial) Job Site / Owner Fnformation: r \ Site Address: ��'7�i �"��K C Cy�-c f,� T�'�� Owner: �G�V f0•� V1iia �C h � l G� Mailing Address: City: o Y� �� Zip: Home Phone: 3�� ' 3�� " ��`� Alternate Phone: Contractor/Applicant fnformation: r -1 ,,l1 ) Contractor/App.: �'✓t,vGaj U ►'L � Tt�C. Contact Person: -J��t � k/t /l/K.c� — ,J Address: �-5(�7 � - o�Ci �- s�• State License #: o��G � City: �`� �'t��Zip: s�� Expiration Date: 1 a �4 1 � Phone: y�� g�3"' �� Alternate Phone: �vja- Sl� � g'b 1 '� TYPES OF OCCUPANCY �Residential ❑ Commercial ❑ Other PERMIT TYPE AND FEES �� New or Replacement System $400.00 , �?'� r Repair Existing System 100.00 (Tanks or Drainfield) State Surcharge 5.00 5.00 Tota I $ �� 1 / 2 . � ** ATTENTION APPLICANT ** Fill in ail a ro riate blanks and check all a ro riate boxes. I will be installing the following: Tanks �Precast Concrete ❑ Fiberglass ❑ Plastic ❑ Other (list manufacturer) Number of Tanks: � Size of Tanks: �02� Treatment System Trenches s.f. Mound s.f. Gravel less s.f. � Chamber� I`�.3 s.f. NOTE: The contractor is required to provide an As-Built of the system before the final inspection. The undersigned hereby applies to the City of Orono for issuance of a septic system installation permit, agrees to do all the work in strict accordance with ordinances of the City and regulations of the State of Minnesota and certifies that all statements made on this application are complete, true^a d correct. i � f %, Signature of Applicant � Date: � �/ J MPCA License No.: � p� �� Staff Review: ❑ Accept ❑ Denied Reviewer: Date: Reason for Denial: Comments (to be printed on inspection card): 2 / 2 . � CITY OF ORONO — SEPTIC SYSTEM PERMIT APPLICATION GENERALINSTRUCTIONS 1. Applications for septic system permits may be mailed or submitted in person at the City offices; however, permits will not be mailed out. The permit must be picked up in person at the City offices and work must not begin unless the permit card is on the job site. *** DO NOT MAIL PAYMENT WITH THIS APPLICATION *** 2. Permits will be only issued to contractors holding a Minnesota Pollution Control Agency (MPCA) Septic System Installers License. 3. All work must be done in accordance with the approved septic system design. 4. The following inspections will be required for all septic systems: A. Tank installation prior to covering. B. Drainfield trench installation prior to covering. For mounds, inspection is required after rough up, but prior to sand placement (sand must be jar tested for silt content) and again during pressure distribution piping installation in the rock bed. C. Final inspection to verify final cover depths and to verify that all pump station (where required) components are functional and comply with codes. 5. MPCA licensed Installers or their DRP (Designated Responsible Person) shall be present during all inspections. A 24-HOUR NOTICE IS REQUIRED FOR ALL INSPECTIONS. 3 / 2 � I�E'T�O �IEST Il`ISPEC'T'IO1� SERVICES, II�IC. , � (763) 479-1720 Loren Kohnen, Pres. FAX (763} 479-3090 Mtrowst76@aol.com April 1, 2015 Swedlund Septic Services 25648 - 200th Street Belle Plaine, MN 56017 RE: 1270 French Creek Drive � Orono, Minnesota SEPTIC DESIGN After a review of your proposed septic design for a replacement septic system at the above-captioned address, it appears code items must be re-addressed to provide the following: 1) Redox depth, provide soil pit. 2) Provide 2 perc tests within proposed system area. 3) The pump tank must be larger in order to have a reserve of 75g of the daily usage (750 gal. ) after the alarm sounds in the home. Reserve must be minimum 563 gal. 4) A five (5) bedroom home requires 2,250 gal. septic tanks, min. S1 � assume the system is a pressure bed with 8 lines; but on page ! �t si�ows ZS LLeII(,d1N� ��" ic�iiy. 6) If pump line has less than 3'1/2' of cover, it must be insulated. 7) The design shows over lapping the old system in part. Is the system Type 1 or Type 3? If there are questions, please give me a call. METRO WEST INSPECTION SERVICES, INC. i� �^� � �� , Loten Rohnen For: City of Orono LR:jg cc: Melanie Curtis, Planning � Zoning Christine Mattson, Planning Assistant Lyle Oman, Building Official Box 248, Loretto, Minnesota 55357 ,- I�ET�O �1fIEST Il`I�PECTIO� SEI��IICES, Il`IC. Loren Kohnen, Pres. (763) 479-1720 FAX (763) 479-3090 Mtrowst76@aol.com April l, 2015 Swedlund Septic Services 25648 - 200th Street Belle Plaine, MN 56017 RE: 1270 French Creek Drive , Orono, Minnesota SEPTIC DESIGN After a review of your proposed septic design for a replacement septic system at the above-captioned address, it appears code items must be re-addressed to provide the following: 1) Redox depth, provide soil pit. 2) Provide 2 perc tests within proposed system area. 3) The pump tank must be larger in order to have a reserve of 75� of the daily usage (750 gal. ) after the alarm sounds in the home. Reserve must be minimum 563 gal. 4) A five (5) bedroom home requires 2,250 gal. septic tanks, min. 5� I assume the system is a pressure bed with 8 lines; but on page i ;t ss�ows 8 trenches 44` lc�i��. 6) If pump line has less than 3'1/2' of cover, it must be insulated. 7) The design shows over lapping the old system in part. Is the system Type 1 or Type 3? If there are questions, please give me a call. METRO WEST INSPECTION SERVICES. INC. y� G�� ' �- Loren Kohnen For: City of Orono �=J9 cc: Melanie Curtis, Planning � Zoning Christine Mattson, Planning Assistant Lyle Oman, Building Official Box 248, Loretto, Minnesota 55357 .. I�ETRO WEST II�ISPEC'I'IOI� SEI�I�I�ESs ��o Loren Kohnen, Pres. (763) 479-1720 FAX (763) 479-3090 Mtrowst76@aol.com April 1, 2015 Swedlund Septic Services 25648 - 200th Street Belle Plaine, MN 56017 RE: 1270 French Creek Drive Orono, Minnesota SEPTIC DESIGN After a review of your proposed septic design for a replacement septic system at the above-captioned address, it appears code items must be re-addressed to provide the following: 1) Redox depth, provide soil pit. 2) Provide 2 perc tests within proposed system area. 3) The pump tank must be larger in order to have a reserve of 75� of the daily usage (750 gal. ) after the alarm sounds in the home. Reserve must be minimum 563 gal. 4) A five (5) bedroom home requires 2,250 gal. septic tanks, min. 51 I assume the system is a pressure bed with 8 lines; but on page > it shows 8 trenc�ies 44' iong. 6) If pump line has less than 3'1/2' of cover, it must be insulated. 7) The design shows over lapping the old system in part. Is the system Type 1 or Type 3? If there are questions, please give me a call. METRO WEST INSPECTION SERVICES. INC. � '� � �� Lo�en Kohnen For: City of Orono LR: jg cc: Melanie Curtis, Planning � Zoning Christine Mattson, Planning Assistant Lyle Oman. Building Official Box 248, Loretto, Minnesota 55357 . a � MinnesotaPoilution Compliance Inspection Form Control Agency 520 Lafayette Road North Existing Subsurface Sewage Treatment Systems (SSTS) St.Paul,MN 55155-4194 Doc Type:Compliance and Enforcement Inspection results based on Minnesota Pollution Control Agency(MPCA) For local trackin . requirements and attached forms–additional local requirements may also apply. JUL O 9 ZO�S II Submit completed form to Local Unit of Government(LUG)and system owner , , within 15 days � System Status System status on date(mm/dd/yyyy): 6/19/2015 � Compliant— Certificate of Compliance ❑ Noncompliant— Notice of Noncompliance (Valid for 3 years from report date, unless shorter time (See Upgrade Requirements on page 3.) frame outlined in Local Ordinance.) Reason(s)for noncompliance (check a/l applicable) ❑ Impact on Public Health (Compliance Component#1)–Imminent threat to public health and safety ❑ Other Compliance Conditions(Compliance Component#3)–Imminent threat to public health and safety ❑Tank Integrity(Compliance Component#2)–Failing to protect groundwater ❑ Other Compliance Conditions(Compliance Component#3)–Failing to protect groundwater ❑ Soil Separation (Compliance Component#4)–Failing to protect groundwater ❑ Operating permiUmonitoring plan requirements(Compliance Component#5)–Noncompliant Property Information Parcel ID#or Sec/Twp/Range: Property address: 1270 French Creek Drive Reason for inspection: New Installation Property owner: Owner's phone: or Owner's representative: Swedland Septic Representative phone: 952-657-1034 Local regulatory authority: City of Orono Regulatory authority phone: 952-249-4600 Brief system description: Pressure Bed -- __— - —--- Comments or recommendations: New Installation Certification 1 hereby certify that all the necessary information has been gathered to determine the compliance status of this system. No determination of future system performance has been nor can be made due to unknown conditions during system construction, possible abuse of the system, inadequate maintenance, or future water usage. Inspector name: Roger Peitso Certification number: #6683 Business name: License number: Inspector signature� Phone number: 952-249-4625 � ��(z- � Necessary or Locally Required Attachments ❑ Soil boring logs ❑ System/As-built drawing ❑ Forms per local ordinance ❑ Other information (list): www.pca.state.mn.us • 651-296-6300 • 800-657-3864 • TTY 651-282-5332 or 800-657-3864 • Available in alternative formats wq-wwists4-31b • 6/4/14 Page 1 of 3 � Property address: 1270 French Creek Drive Inspector initials/Date: RLP � 06/19/2015 (mm/dd/yyyy) 1. Impact on Public Health — Compliance component#1 of 5 Compliance criteria: Verification method(s): System discharges sewage to the , ❑ Yes � No ❑ Searched for surface outlet ground surface____ i _ ❑ Searched for seeping in yard/backup in home System discharges sewage to drain �I ❑ Yes � No ❑ Excessive ponding in soil system/D-boxes tile or surface waters. _ _ _ __ __ � _ _ ------ ❑ Homeowner testimony(See Comments/Explanation) System causes sewage backup into �� ❑Yes � No ❑ "Black soil°above soil dispersal system dwelling or establishment. -- - -- --- - -- ❑ System requires"emergency" pumping Any"yes"answer above indicates the ❑ Performed dye test system is an imminent threat to public 11@alth aI7C�Saf6ty. ❑ Unable to verify(See Comments/Explanation) ❑ Other methods not listed (See Comments✓Explanation) Comments/Explanation: New Installation 2. Tank Integrity— Compliance component#2 of 5 Compliance criteria: Verification method(s): System consists of a seepage pit, ❑ Yes � No ❑ Probed tank(s) bottom cesspool, drywell, or leaching pit. � ❑ Examined construction records Seepage pits meeting 7080.2550 may be i ❑ Examined Tank Integrity Form (Attach) compliant if allowed in local ordinance._ _ i - - - ❑ Observed liquid level below operating depth Sewage tank(s) leak below their � ❑Yes � No designed operating depth. ❑ Examined em pt y(pum ped)tanks(s) If yes,which sewage tank(s) leaks: ' ❑ Probed outside tank(s)for"black soil" Any "yes"answer above indicates the ❑ Unable to verify(See Comments/Explanation) system is failing to protect groundwater. ❑ Other methods not listed (See Comments/Explanation) Comments/Explanation: New Installation 3. Othet" COmplldnCe COnd1t10f1S-Compliance component#3 of 5 a. Maintenance hole covers are damaged,cracked,unsecured,or appear to be structurally unsound. ❑Yes* � No ❑ Unknown b. Other issues(electrical hazards,etc.)to immediately and adversely impact public health or safety. ❑Yes* � No ❑ Unknown "System is an imminent threat to public health and safety. Explain: c. System is non-protective of ground water for other conditions as determined by inspector. ❑Yes" � No *System is failing to protect groundwater. Explain: www.pca.state.mn.us • 651-296-6300 • 800-657-3864 • TTY 651-282-5332 or 800-657-3864 • Available in alternative formats wq-wwists4-316 • 6/4/14 Page 2 of 3 ' Property address: 1270 French_Creek Drive _ __ Inspector initials/Date: RLP � 06/19/2015 - --------- (mm/dd/YYYY) 4. Soil Separation — Compliance component#4 of 5 Date of installation: 6/19/2015 ❑ Unknown Verification method(s): (mm/dd/yyyy) ShorelandNVellhead protection/Food beverage Soil observation does not expire. Previous soil lodging? ❑Yes � No observations by fwo independent parties are sufficient, unless site conditions have been altered or local Compliance criteria: requirements differ. For systems built pnor to Apnl 1, 1996, and '�� ❑ Yes ❑ No ❑ Conducted soil observation(s) (Attach boring logs) not located in Shoreland or Wellhead I Protection Area or not serving a food, � ❑Two previous verifications(Attach boring logs) beverage or lodging establishment: I� ❑ Not applicable(Holding tank(s),no drainfield) Drainfield has at least a two-foot vertical I ❑ Unable to verify(See Comments/Explanation) separation distance from periodically I ❑ Other(See Comments/Explanation) saturated soil or bedrock. ___�_____ _ Non-performance systems builtApnl 1, �Yes ❑ No Comments/Explanation: 1996, or later or for non-perfonnance systems located in Shoreland or Wellhead I New Installation Protection Areas or serving a food, '�, beverage, or lodging establishment: I Drainfield has a three-foot vertical ''� separation distance from periodically I saturated soil or bedrock." ��, "ExperimentaP; "Othe�'; or "Performance" '�, ❑ Yes ❑ No Indicate depths or elevations systems built under pre-2008 Rules; Type IV I �, or V systems built under 2008 Rules(7080. I _A._Bottom of distribution media 2350 or 7080.2400 (Advanced Inspector I� License required) B. Periodically saturated soil/bedrock Drainfield meets the designed vertical '� C. System separation separation distance from periodically ---- �� saturated soil or bedrock. D. Required compliance separation`_1_ Any "no"answer above indicates the system is "May be reduced up to 15 percent if allowed by Local failing to protect groundwater. Ordinance. 5. Operating Permit and Nitrogen BMP*— Compliance component#5 of 5 � Not applicable Is the system operated under an Operating Permit? ❑ Yes ❑ No If"yes",A below is required Is the system required to employ a Nitrogen BMP? ❑Yes ❑ No If"yes", B below is required BMP=Best Management Practice(s)specified in the system design If the answer to both questions is "no", this section does not need to be completed. Compliance criteria _____ _ ___ ___ __ a. Operating Permit number: ' — --�- ❑Yes ❑ No Have the Operating Permit rec�uirements been met? _ b. Is the required nitrogen BMP in place and properl�r functioning? _ I ❑Yes ❑ No _ Any "no"answer indicates Noncompliance. Upgrade Requirements(Minn. Stat. §115.55)An imminent threat to public health and safety(ITPHS)must be upgraded, replaced,or its use discontinued within ten months of receipt of this notice or within a shorter period if required by local ordinance. If the system is failing to protect ground water, the system must be upgraded, replaced, or its use discontinued within the time repuired by local ordinance. If an existing system is not failing as defined in law,and has at least two feet of design soil separation, then the system need not be upgraded, repaired,replaced, or its use discontinued,notwithstanding any local ordinance that is more strict. This provision does not apply to systems in shoreland areas, Wellhead Protection Areas,or those used in connection with food,beverage, and lodging establishments as defined in law. �.state.mn.us • 651-296-6300 • 800-657-3864 • TTY 651-282-5332 or 800-657-3864 • Availabte in alternative formats rists4-31b • 6/4/14 Page 3 of 3 �< ' DATE TIME ✓ ��CITY OF ORONO CALLED IN INSPECTIO� NOT CE SCHEDULED .�� PERMIT N t�- �� COMPLETED ADDRESS �Z 'I 0 �l�nc'}1 C.i��r�r. OWNER c TELEPHONE NO. I 2- �e�(fc�13 CONTRACTOR �- ��`�-�� ; DESCRIPTION I� `�- f �t�� ty ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING y ❑ 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 _ ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ HARD COVER REMOVAL J ❑ DEMO-SITE ❑ SEPTIC INSTALL ❑ FOUNDATION/REMOVAL Z OWNERICONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � l f/'a�CO�/' S J v NS � � 7"w ✓ a _��l , � D Hi � � � ' � ' ! �'� � o c c ev►t d Q m�i ' � �l'�l/'�� z W � W � � � d W ❑WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLEfE � CORRECT WORK 8 PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY W G ECT WORK,CAIL FOR REINSPECTION TEMPORARY V BEFO E CWERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑ INSPECTION REQUIRED.CAL�TO ARRANGE ACCESS. Call forthe next inspection 24 hours in advance. (g52) 249-46�� OwnerlContr r on site: � Inspector White Copyllnspector's File Canary CopylSite Notice � - ^ C�+'�" DATE TIME " �CITY OF ORONO CALLED IN � � INSPECTION NOTIC SCHEDULED �-/9/S /—D; b'� PERMIT NO. � —� ��COMPLETED ADDRESS �°�� OWNER TELE HONE NO.�I�— g`�rg� CONTRACTOR ��-� �� DESCRIPTION � ty ❑ FOOTING ❑ DEMO-FINAL EPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING Q ❑ 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 _ ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ HARD COVER REMOVAL J ❑ DEMO-SITE ❑ SEPTlC INSTALL ❑ FOUNDATION/REMOVAL � OWNERICONTRACTOR TO MEET YOU:_YES_NO � CO MENTS: a l ' �di"M `' D j � � � � `v a� - � �c Ct e C,� �e � W _ Q -�-r'c �-e�t �s c� �,t,� .` �1 z �'Gtq 7`Cr�` 70�1� �Gt e y � � s d� e ' C� ��e �s ��t W � j d W ❑WORKSATISFACTORY:PROCEED ❑ PROJECTCOMPLEfE � ❑CORRECT WORK 8�PROCEED p ISSUE CERTIFICATE OF OCCUPANCY W 0 ❑ CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. O PHOTO TAKEN INSPECTOR W{LL RETURN ❑STOP ORDER POSTED.CALI INSPECTOR �CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Cail r the next inspection 4 hours in advance. (952� 249-46�0 Ownerf ontract site: Inspector. White Copylinspector's Flle Canary CopylSite Notice � i � � � t � ° ��7� ��t�,v�c� �� ^t1'�, " ��(� �� ,� ��, � , �, �l � _ � .. , � _p � �3�` $��= �s q � �= �� ' �"�" � r f�,. �� l>> $- F� �'7 o � q � o� � � � � I �� o � � � � � -� �-�' � �O � ,� � � � � � � , � � � ' � , � � � � � �, � �� L`J�'� � �'�� , � SP TEST/NG /NC. Steven e.Schirmers —951 Katydid Lane NE—St.Michael,MN 55375 Cert.No 627 — State License t1394 — Phone 763-497-3565 — Fax 763-497-5011 www.satestin�.wastewater[c�comcast net— schirmerswastewater.com May 6, 2014 INVOICE Andrea Mueller 612,369.0414 1270 French Creek Dr. andreamuetfe►�me.com Orono, Henn. Co.,MN Design on-site sewage treatment System 8 advanced designer signature $650.OQ PAlD iN FULL-VISA Thank You Steven B. Schirmers - ---- ; I i � � � , SP TESTING/NC. Steven B.Schirmers -951 Katydid Lane NE-St.Michael,MN 55376 Cert.No 627 - State License#394 - Phone 763-497-3566 - Fax 763-497-5011 www.sptestina.wastewater{a�comcast net- schirmerswastewater.com May 8,2�14 Andrea Mueller 1270 French Creek Dr. Orono, Henn.Co., MN This site has an existing on-slte sewage treatment system that has been ciassified as non-compliant by others. This site has very timited space for placing a new system due to fill &compacted soil. A standard system under Minnesota Chapter 708 rules cannot be designed. The praposal is to irtstall a Type!V, Performance System under Minnesota Chapter 7080.0179 rules for a Type 1,five bedroom home. The proposai is to remove the existing trench&fiii soil to elevation 88.5(bottom of existing trenches) 8 backflil with washed sand to elev.91.9 using soil boring#2 with mottled soil(redox features)at elev.88,9 8 keeping a 3'separation from the bottom of the rockbed&redox lsatures. The existing trenches must be broken up a minimum of 3'from the edge of the new system 8�Install a pressurized bed system. A Class 1,Muiti-Flo Aerobic Wastewater Treatment system which is classified as standard under Minnesota Chapter 7080 rules wil(be used or a unit which has posftive fiitration and an alarm equivalent to a Muiti-Fio Unit. The highiy treated, filtered effluent produced by the Multi-Flo is over 95°1e free of the normai sewage contaminants that cause the progressive failure of conventional systems. The unit will be a 750 gaUday. A trash trap is instalied in front of the Multi-Flo Unit. The unit requires to be serviced 2 times a year which wilf be done by Schirmers Wastewater Treatment Systems, I»c. A 2 year parts 8.service warranty comes with the cost of the unit. After that time,the homeowner is required to carry a service contract at a cost of 5200.00 a year{2094 pr(ce). A report is sent to the homeowner,City, MPCA & Multi-Fio yearly. 2 inspection pipes must be instailed, 1 to the bottom of the sand flll 8 1 to the bottom of the rock bed. I � � � I i i I i All property line will need to be located prfor to instailation. The existing tanks may be used upon completion of a taok integrity report. The 1st 1000 gallon lank will be used as a trash trap,the 2n°existing dosing chamber(pump #1)which wiFl dose 15.6 gallon every 30 minates with a timer to the Multi-Flo Unit. The effluent wili flow gravity from the Muiti-Flo to the existing 100Q gallon pumping chamber{pump#2)which wil!pressurized the seepage bed. The power supply& switches must be located outside tbe manhole&pumping chamber in a weather proof enclosure. A warning device must be installed with a light&sound device. This is in case of a pump failure. Recommend to i�stail a 2"d alarm in the dosing tank due to the ground at the tank is higher the basement slab. if water is left running in the house,this couid cause a backup over a period of time due to time dosing. If the tanks cannot be used,instali a 1800 gailon dual chamber tank reversed,800 gallon sfde as a trash trap, 1000 gation side as a dosing tank 8 instaii a 1250 gallon pumping chamber. Monitoring of Yhe drainfield, UV Lighting &fecal coliform testing is required immediately after the system is installed. See the monitoring contract for the price. If the tanks have less than 2'oi cover,the lids, risers&maintenance hole covers must be insulated to a value of R�O. Cleanouts for each laterat must be insulated &be accessib[e from finished grade in an irrigation box w(th a bail valve. A water meter or event caunter must be installed to monitor daily waEer use. The homeowner is responsible for the water meter readings. The mitigation plan is if hydraulic overloading wouid occur,a timer couid be installed to reduce the amount of efftuent pumped to the system and also by using the 150a gallon pumping charober altows the effluent to be stored during peak use and pumped to the system during low water use qeriods. The second would be to install holding tanks. i , i i ;� �, SP TESTING INC. Steven B.Schirmers -951 Katydid Lane NE-St.Michael,MN 55376 Cert.No 627 - 5tate Llcense ti394 - Phone 763-497-3566- Fax 763-497-5011 www.sqtesting.wastewater(�comcast net- schirmerswastewater.com Ali�eighboring wells are located greater than 700'away from the proposed treatment area. I(eep ali heavy equipment off ot the proposed treatment area before and after construction. The treatment area should be marked off before constructlon. Thts design is not valid 8 the system wil!need to be relacated if faiiure to protect the sites for new on-site sewage systems. MANAGEMENT PLAN: The tanks need to be maintained at a minimum of 1 time every 2 years,check with you pumper to set up a schedule. System inspected for areas by owner&or Inspector as determined by the locat unit of Government. Any olher requirements as determined by the local unit of Government. With proper Installation 8 maintenance,this system shoald have no problem in treati�g septic effluent effeetively. Nothing other than humaa waste,toilet tissue, laundry,showers,water softners etc.should be dispased of into the system. Recommend iron fiiters be diverted out of the sysYem. Garbage disposals are not recommended. ExcessFve amounts of soaps,antibacterial soaps, cleaning agents, shower cleaners used every shower 8.chlorine agents may kiil the bacterfa needed to treat septic efftuent. Additives are not reeommended. Recommend laundering be limited ta 3 to 4 loads per day. The Multi-Flo Unit will need to be pumped when the settable soifds reach 40%. Schirmers Wastewater will meet the pumper&clean out the Multi•Flo at the same time. There will not be a charge trom Schirmers Wastewater as long as pumping is only needed 1 time every 3 years. The pumping charges from a licensed pumper are you responsibility. Thank You Steven B.Schirmers This Destgn requires a signature from an Advanced Designer Bernie Milier Date I � � � ' � SCH/RMERS WASTEWATER TRFATMENT SYSTEMS INC. Steven B.Schirmers—951 Katydid Lane NE—St.Michaet,MN 55376 Cert.No 627 — State License p395 — Phone 763-497•3566 — Fax 763-497-5011 www.sptestina.wastewater comcast net— schirmerswastewater.cam CONDITIONAt, SALES CONTRACT May 6,2074 Andrea Mueller Andreamueilera(�me com 127q French Creek Dr. 512.369.0414 Orono, MN 55391 3chirmers Wastewater 7reatment Systems Inc., agrees to se11 to purchaser 8 purchaser agrees to purchase the Muiti-Flo Wastewat�r Treatment System as described below on the terms 8 conditions in this order: 1-FtB 0.75, 750 gallon per day Multi-Flo Wastewater Treatment System with AN alarm. Tax 8$350.00 for shipping is inciuded. A 2 year parts 8� service warranty is included in the price. There may be an additional charge for shipping & price is subject to change. 1500 gaHon Multf-Flo $�828,QQ 4 beaker panel 850.aQ TOTAL $B678.00 (7'5�0-$5009,00) is due to order the unit with the remaining (25%-$1669.00) due at the teme of installation. If there is additional shipping charges, that wiil be due at the time of installation also. Final payment is due within 60 days after the unit has been ordered if not installed. A 10%retainer fee may be kept if the sale is cancelied after the unit has been purchased 8 re- imbursement will not be given unti!the unit has been resold. The above price inciudes delivery, assembly S installation. You provide Ehe excavation 8 ail the electr[aal instailation for the system, 8 hook up between the tanks,�eld or any wiring to the unit or inside structure. PURCHASER SELLEAL��"'�--""'+•._ DATE � ; � i � i SCHtRMERS WASTEWATER TREATMENT SYSTEMS !NC Steven B.Schirmers —951 Katydid Lane NE—St.Michael,MN 55376 Cert.No 627— State License#395 — Phone 763-497-3566 — Fax 763-497-5011 www.sptestin¢.wastewater comcast.net— schirmerswastewater.com MONITORING CONTRACT.&INOICE FOR 2014 AFTER THE SYSTEM IS INSTALLED May 6,2Q14 Andrea Muelier AndreamuellerCme.com 1270 French Creek Dr. 612.369.0414 Orono, MN 55391 This monitoring contract for your Type IV On-Site Sewage Treatment System will Include: Inspect surface discharge Check inspection pipes for hydraulic overlaading Verify water use—owners responsibility to do readings COST: QRAINFIEt,p 1 X A YEAR $50.00 W/MULTI-FlC?INSPECTION Please sign& return with you payment upon receipt. Owner date Inspector date Thank You i � I I � ; i I i. i 2011purplecode Multi Flow �t Pressure Bed www.SepticResource.com (vers 12.6) Property Owner: Andrea Mueller Date: 5/6/2014 Site Address: 1270 French Creek Dr.,Orono p�p; Comments: instr�ctions: [�=site specific input �=adjust if desired �=setf-calculated(DO NOT ADJUST) n �bedroom Type IV Restdential System �) 750 GPD design ftow PRETREATMENT: (Residential strength to ievel A/B) s� 10pfl Galton Trash trap/pump tank to Mutti-flow 2 existing 1 trash trap-t dosing tank a� 750 Gallon Mutti-flow unit UV light req d No 30 gpm 10 ft head TREATMENT pump 48 doses per day 15.6 gat/dose(treatment) s� 12 feet of 2.0 inch supply(ine leads to 2 galions of drainback volume 17.6 gallons toYal pump out votume Timed dosing of 35 sec QN {confirm pump rate with drawdown 29.4 min OFF test and adjust as necessary} 18 inches from bottom of tank to Timer ON float e� Hi level Alarm to be set at 75 %of tank capacity DISPERSAL: �� 0•78 GPD/ft� Soit Loading Rate 972 ft2{code minimum) 972 ft2(design size/LUG req'd) Treatment Levei A/B (must match soil boring tog) s� 18.0 ft desired bed width, leads to a 54,0 ft bed tength {25'maximum) 9) 3.0 ft lateral spacing 3.D ft perforation spacing (maximum 3 for both} end feed manifold connection 3�� laterats 52.� fee[long 18.0 perfs I lateral 108 perfs totat (1/2 perf ineans the 1st perf starts at the middle feed manifold) �U 3/16 inch perfs at �i feet residua(head gives 0.42 gpm ftow rate per perfora[ion (If bed has> 1'of cover,increase residual head for deanout req's) for this perf size&spacing,£t pipe size on line 14,max perfs/laterat= 22 ,Gne 1i10 must be less--� OK iz> 4.0 doses per day {4 minimum) r� 188 gattons per dose (treatment votume) �a} 1.50 inch diameter laterats(or smatler)will meet"Sx pipe votume 1,50 inch diameter laterals(or smaller)must be used to meet"4x pipe votume"requirement 2.00 inch diameter latera{s{or smaller)witl meet"3x pipe votume" � - ---__�_ ---- � � i ' i is> 15 feet of 2.0 inch suppty line leads to�3 gallons of drainback volume (Tip:"top feed" manifold to control the drainback) tF� 491 gatlons TOTAL pump out volume(treatment+drainbacki i� �feet verticat tift from pump to dispersat area, leads to a is) 46 GPM @ 75 feet of head, DISPERSAL Pump requiremen[ (>50 gpm may require additional 3-6'head allowance for discharge assy} existing t9> 1000 gal Dose tank(code minimum} 1000 gal Dose tank(design size/LUG req'd) at 10.00 gpi �o� 19.1 inch swing on Demand itoat, or Timed dosing of 4.2 min ON (confirm pump rate with drawdown (to deliver Average flow,66%of Peak design ftow)�hrs OFF test and adjust as necessary) �q 12 inches of from bottom of tank to"pump OFfi float 7?J 31 inches from 6ottom of ta�k to"pump ON"float,or 12 inches to"timer ON"float if time dosed ZjJ 34 inches from 4ottom of tank to"Ni levet"float,or 44 inches[o"Hi t�eveC'float if time dosed za> 660 gallons reserve capacity {after High Level Alarm is activatedy �s> C�inches, or 4.50 ft.to Redox or other limiting condition (This must match che soil boring log) Treatment zone contains�inches 0%soit credit and �inches 50%soil credii zs) 12 inches, or 1.00 ft.of vertical separation required teads to bottom of rock no more than: etev.91.9 z7) 18 inches,or 1.5 ft. Below existing grade LRITICAL FOR FUTURE CfRTiFfCAT10NS!!! za� 12 inches of rock below the pipe 2 inches of rak to cover the pipe 29> Overa(i Dimensions: 18.0 ft.wide by 54.0 ft. long Pressure Bed soi Rock Bed materials: 18 ft.by 54.0 ft. by 14 inches total, plus ZO%gives 51 yd3 or"1.4= 71 ton I hereby certify that I have completed this woric in accordance with all applicabte ordinances,rutes and taws. �'�"—.�� 1-'f"-- S-�'�Y�/S'�l�S'� 11„tL '3pyc.� 5/6120f4 Designer Signa ure Company License� Date I � I Instat(er Summary PRETREATMEIVT: 2 existing 1 trash trap-t dosing tank 100Q gallon trash trap!Multi-flow pump tank 750 gallon Multi-flow unit UV light req'd No 'f2 ft of 2.0 inch suppty tine to Multi Flow 30 gpm @ 10 ft.of head, TREATMENT pump 35 sec ON time 29.4 min O�F time Timer ON£loat to be set at 18 inches from bottom of tank Ni tevel Alarm to be set at 75 % of tank capacity DISPERSAL: 1000 gallon Dose tank(minimum) at 10.00 gpi 46 GPM C� 15 ft.of head, DISPERSAL Pump 19.1 inch swing on Demand fiodt or 4.2 minutes ON time& �hours OFF time 31 inches from bottom of tank to"pump ON"ftoat,or 12 inches to"timer ON"f(oat 34 incfies from bottom of tank to"Hi Level Atarai'float 15 ft.of 2.0 inth supply line with end feed manifold conoection C�(aterals 1.50 inch diameter 52.0 feet long 3.0 ft tateralspacing 3lt6 inch perfs 3.0 ft perforation spacing �clean out&valve box assembiy Bottom of rock no more than: 18 inches,or 1.5 ft. Betow existing grade 12 inches of rock betow the pipe Overatl Dimensions: 18 ft.wide by 54.0 ft. long Pressure Bed Rock Bed materials: 51 yd'or'1.4= 71 ton �..__�. I I � i Multi-flo �ns�aller's Ele�ratidn Note sheet Multi-fln Bc AbsoTpfion area are gtnerally higher in elevation,so start with their req'd elcvations. ' Thcn set the taaks,gccraaIfy ia a lowtr elevation,to achieve the appropciate flow direc:iom. Cotnpact the bacl�"ill around Bte over-excavnfed Mt:�ti-flo imit ro avoid breaZdng fhe Sntet/outet pipes due Lo settting. Model: 500 606 75G Grade to inlet invert 17.8" 16.5" 16" Grade to outlet invert 21" 20" 19.5" Gzade ta bottom 7S.&" 74.5" '7$.5" -,,. ---- SH'WT p Multi-F[o � �°g�t�� / 7rash trap� - craviry dowa � Cuavity down. �P uP- Ptunp up. Line is to be laid Yo pro�7de drain-back Lint is to be Iaid to provi@e drnin back after pumg shuis o� after pamp shuts off. T3ause 7rashTrap Muiti-Flo Dosir�Tank Absotption Acza q a.q �� 9��.3�ade �)?.�,S�ade �?-3rad4 ouda �9..0:- � 09.Z inlU "11.co in1Ct outlet 8�.4 �' outict `lt-S � 8�.3 inlet (o lateta's out.��c_.�$:_� � `�`�.9 boaom `��bottom 3.c� bottom q1-9 Swttammck $8.9. Stiwr _�...._ I � Monitoring and Maintenance Disclasure Property address: The septic system desiqned for this site has been classifed as a Type IV system and witl therefore require ongoing monitoring and maintenance for the life of the system. It is the owners responsibility to discuss the associaYed requirements and costs with their septic designer and/or maintenance provider. It is the owners responsibitity to hire an M.P.L.A licensed septic professional to perform this work,and for that professionat to submit an annual report to the Locat Unit of Govemement. Alt other long term septic system costs such as repairs and emergency service catls outside of any warranty coverage(if applicabLe),are outside the scope of this disclosure. �� (owners name)acknowtedge and understand these requirements,and agree to contract a Iicensed professfonal to monitor this rystem. Owner Signaiure Date - � I i i . . INSPECTOR CHECKLIST -Mu[ti fiow - Pressure bed 1270 French Creek Dr.,Orono � WELL secbacks: 2Q'to pressure tested sewer line (5 psi for 15 min) 50'to everything 100'to dispersai area with shatlow wetl PROPERTY L(NES sc�back: 10'to everything Road se�track: outer ditch,or 33'from center of township road,or 65'from center of cnty road LAKE/BLUFF setback: 20'for btuff. Lakes:GD_,RD_,NE_. Protected wettand Building secbacks: 1d for everything, 20'for dfspersat area. WATER LINti under pressure se 70'to bed,tank Fx sewer line. (else sewer line>12"betow) � Sewer tine&baffle connection {no 90's, 3'between 45's,stope min i"in 8',max 2"in 8'), (no depth req's, ctean out every 100', Sch 4d D2665 or F891) � Sepcic tank and risers twater tight,insulated,proper depth,existing verified by pumping) mfg 1000 gallans trash trap/multi-flow dose tank Riser over outtet, riser over inlet, 6"+inspection pipe over any remaining baffles. 750 gallon Multi•ftow unit UV iight req d No Treatrttent pump 30 gpm 10 head 17.6 gal 35 sec ON 29.q min OFF ' 12 ft 2 inch supply tine � timer ON ftbat 18 inches from bottom HlA at 75%tank capacity Dispersai: � Dose tank risers and piping (water tight,tnsulated,proper depth,drainback) mfct 1000 ga[lons � dose pump 46 gpm 15 head VERfFY PUMP CURVE 4.2 min ON 9 hr OFF � ftoat setting drop 19.1 inches 191 gat dose LABEL pump requirements and drawdow�on riser or panel � Cam tock, weep hote, suppty line access (no hard 90,pipes reachable from grade-30"� � supply pipe sloped 1/8"+, supported by sch40 steeve, and buried 6"+. � sptice box/co�trol pane(/electricat connections Bed dimensions 18 X 54.0 Rock depth below pipe 12 inches Rock bottom elevation 18.0 inches from Grade to bottom of rock(max) � cover depth of 12"+ VERIFY 6 taterals (t-2'irom ed�e of rock) 1.50 inch pipe size 3.0 ft lateral spacing � 3/1b inch perforations (smalter is ok) � 3.0 ft perforation spacing Air intet at end of laterats, and at top feed manifold. VERIFY clean outs (deep bed 2'of head) (no hard 90's) 4"inspection pipe to bottom of rock,anchored VERIFY Abandon existing system if necessary �Re-use existing tank certification monitoring ptan and type welt abandonment if necessary i I I � � I i i ; i UNIVERSITY � � � � OSTP Soil �bservation Log 2'� �� F 1�INNESOTA Project ID: v 12•07•24 }�� .-A•��' Client/Address: Andrea Mueller,1270 French Creek Dr.,Orono Legal Descriptian/GPS: � Soil parent material(s):{Check alt that apply) ❑ �� ,� �� ❑ �� ru ❑ Aliwium ❑ sedrak ❑ o�ganic rtatter C I Landudpe Position: (check one) � 5ummit ❑ Shwider ❑ Back/Sde Slope ❑ Foot Slope ❑ Tce 54ope $tope shdpe �� ! Vegetation lawn Soil survey map units Fie6 Slope% Elevation: Weather Conditions/Time of Day: doudy 2:OOpm Date 44/25/14 Observation#llLxdtion: N1 Observation Type: Auger I--------Structure----------•1 Depth(in) Texture Ffa�k% Mauix Color(s) Mottte Color(s) Redox Kind(s) Indicator(s) Shape Grade Consistence p-6 fill Soil j I � I; I! !'� i f � ' � ' ` ' �--- --- -,-�_..___— -_---______ _ _-- � — --—+—.-- �-_—�-__ _-------- ---- -----;------ ---f-_--: -i � i f � 10YR 4!3 ; 6•18 i day loam i Pnsmatic � Moderate Firm � � -------- ------- � ------ ', - ',------- l_— —--- , � ___._____, ------,-- C___�_.— --- , 18-20 � day toam y I 10YR 4/3 10YR 6/8 faint i � Prismatic I h�derete Firm � +_ � i I . _ __i --�--. --- -- �---- -� :.__—____ -------------- ---------�____ -- '----- ____.. � _._...^.._ . -f----- , i 20-30 i loamy sand i <35% 10YR 5/3 i � Granular ; Weak � Friable I' ' � -�' -'---__ ...—_.�_-----------+---- --- _.._-F..__.-- �t---.-____--._—.--- _ —�---- .._-------._..'---. ,..----_..._. I . , ; ; ; �I 30-48 , sand � <35% �I, 10YR 5/3 � � � ; Single�rain � , loose --- ---__- 'f ----�-- --i---_.__ �- - ------ ' ------ ---t- ___ __-- -_ _ �___ ._— - - �, -�------ ; 48-66 sand �� <35% � tOYR 5/3 ' i i Singie grain� I �� ; � I ! ; ( ' , � , � � � _ � � Comments compacted to 20"- 66•72•sand-<35%-10YR 5!3•10YR 6/$,cancentrations•singl grain-loose i hereby certity that I have completed this work in accordance with ali applicable ordinances,rules and laws. S- �C 1 � t�. �-�"' �. �� `��} '`�`" (Designer) fSignature) License#) (Date) �� 4:,"{`d 4 Ul��':, i Additiona( Soil Observation Loc�s r ; }�. ��.�}��r �. S Project ID: P,.^�d�w-��„-:�,- � Ctient/Address: Andrea Muel(er,1270 French Creek Dr.,Orono Legal Descriptionl GPS: i Soil parent maYerial(s): (Check all that apply) ❑ outwasn ❑ tacusa�ne ❑ �ceu � Tm ❑ Aliuvium ❑ Bedrock [ Or9anicMatCer i P ( 1 � � �p ❑ � ❑ oP P P � Landxa e Position: check one ❑ summit � snouider ❑ Back/S+de e Puoc Si rce si e Slo e sfia e Vegetation lawn Soil survey map units He6 Stope% Elevation: 93.4 Weather Conditions/Tme of Day: cloudy 2:OOpm Date 04/25/14 Observation#lLocation: #2 Observation Type: Auger Depth(in) Texture Rock �trix Color(s) Mottte Cotor{s) Redox Kind(s) Indicator(s) �"-----"-Structure-----------I Frag.% Shape Grade Consistence ; � __ _ , ; i 0-34 j Fitl Soil � ' � � ' ; I ' _._ ' �-------- � ----- —� -��_._.� ---l----- -_ -- -- _ _ }- __ , ' r.__---- , 34 44 � Sa�oarntay I 10YR 4/3 l � € Prismatu !� Weak Friable -- - -- . -- � -_ --�._ _------- � � --� -- -= .._. .----_ —----^----f---__ 44 54 ,. sandy loam � i tOYR 5/3 � I Granular Weak Friable r �-- , __ � - ,-- - a--- -- _ --- ---------- -5-------- -___ __---- i------___. _ _ - -_. ---- ! <35% i tOYR 5/3 � 10YR 6/8 � Concentrations ; S1 � Singte grain� � Loose 54-60 sand � '__ ________------ ; - ' _ - -- _ 1_ ____.._ ----..._.�.�_�_ -;------ �--- -;-- ---- -�--- -- _ L �--- 51 Single grain � � L.00se � ~ i ConcentraUons � -J-- --�- ____ � _._ - __-__ I 60-72 � fine sand <35% 10YR 6/4 tOYR 6/8 i --- , --- --- � � I j I j � ( i Comments comapcted to 34"-60-72 sandy toam banding 1!2"thick Observation#/Lxation: tl3 elev.93.6 Observatio�Type: Auger Depth(in} Texture Rock �trix Coior{s) Mottle Color(s) Redox Kind(s) Indicator(s) �'""""Structure-----------I Frag.% Shape Grade Consistence 0-10 ' sandy loam ' �� 10YR 3/3 �i j � Granular I Weak I Friable _�-- __._ ---� -- -- ' --- -- - 0-20 ~-----._. _._ r_------__ - ----� ------- -�---�-------- - �---- - - --- sandy loam ! j 10YR 4/3 j � ' Grenular � Weak � Friable _ r-----�---i--------I---------- ----�------ -----.- _-�----._ _____-- 20 30 'I'i loamy sand ; <35% � 10YR 5/3 i �i-- Single grain C--_____� I Loose - -- __ -- ___-- _ __ ____ — — -+-----t--- __—___�»..�--- _'-- F---- ---_ ---- 30 48 � fine sand ' <35% 10YR S/3 � _ _� I I Sm�le�rain � : Loose __ - —---- I i � � -? -�--- �--- --—� — - - - 48 58 fine sand <35% ; T T tOYR 5/3 1 tOYR 6/8 faint 'I � � Sin le rain i � loose r-- . .---- :__ __ �_ ------ ___- --_ - ---- �� Concen[i-ations,j �� . � � � Loose I t 58-72 � fine sand , 35% , tOYR 6/8 10YR 6/8, 70YR 7!1 ! de leti ns j S1 i S�n le ra�n Comments � � ,�� - � � � �� a�;� � � Wj i% � � , � 4 i9i 3� x 4' '� � � J . 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S�"F�_' SN�t/8-13S �, ;,y . i q s�ry+c�c. �-. c� Y 1%r.'��r-' �,�-- '£ .- —7 � �4� - M . w��i___�7��.r.�_., ,� ` 'a` „ tt� � 'r� - �'c= _.u.�-.� '� . .� �ira a,�h �roe�c, - K �ci�oh��'i�C'rSb�'KS ,- -�(�15 L_ nq� . ' �f ...._....,_..._.. � - - _..� „Ai= -. oy 3 h'Lb � �5' ?r•£b _ _" �._._.__ /, � ,h•6^:�l d+hK h-4 'vu3 'yr�.b9 . if �_.._,., .�.F.-�.�--�-�.t� a O p ��' �� °�S �Q��'� r "�^' � � �oTf��k _�.�._�. _�� ' , � - � � ... MEMORANDUM Date: March 23, 2015 To: Loren Kohnen Metro West From: Christine Mattson, Planning Assistant c Melanie Curtis, Planning & Zoning Coordinator RE: Septic System Permit #2015-00143 1270 French Creek Drive On February 4, 2015 we submitted to you a septic design by SP Testing, Inc for 1270 French Creek Drive. On March 20, 2015 we received another septic design from Swedlund Septic Services for the same property. Attached is a copy of the design, a compliance report, the City's as-built septic location and an aerial photo that shows potential wetland on the property. Please review the attached information and provide comments by Tuesday, March 31, 2015. Please contact me at cmattson(a�ci.orono.mn.us or 952-249-4620 or Lyle Oman at IomanC�a ci.orono.mn.us or at 952-249-4625 if you need additional information or if you have any questions. Thank you. 3�s�is c A-t 0 r� s�-- f��v.�,.� c�°£/o �` r e s£,ic c�,c-Fs i'��: c�L r.p,�..; �s� -�,. c s r�p c�� -,�,r,�� f.�Qr �...< <'� � 'Q s.P.X /� t�t.4` .�.c,�. � L �et Il.�«-s�.� ��t�,c. 7�Ls �e � u S � b t �o..[..s� S L.T a,d„G � �� ` B.�-�✓ .t ! � �.;P �., f,��.�� .. k,�1 , s � � r F' �_� .�-.. .. Z� b � v��,t.D p��.. . 1�� ss�g.,� �uo � ��-m�4� �+.�.,..s� �� c fC � �mvcr^, METKO WEST IIYSPECTIOIY SERVICES, IIYC. Loren Kohnen, Pres. (763) 479-1720 FAX (763) 479-3090 Mtrowst76@aol.com February 6, 2015 �� FEB 1 C' 2U15 CITY OF ORONO CITY OF �'-�`�'�`'� Location: 1270 French Creek Drive SEPTIC REPLACEMENT 1) Use 2 existing 1,000 gal. tanks. 2) Next -- 750 gal. Multi-Flo. 3) Next 1 existing 1,000 gal. pump tank to bed. 4) Remove fill soil to a depth 88.5 elevation must be done under bed system. 5) Clean washed sand to within 18" of original grade. 6) 3 Jar tests will be required. 7) 12" of rock required under lateral lines. 8) 3/16" perfs-36" o.c. on all laterals. 9) Recommend center feed at end of bed. 10) S-P Testing install Multi-Flo system. 11) Silt fencing required down slope from bed. 12) Recommend pump tank alarm be inside home; labeled which pump tank. INSPECTIONS 1) Tanks & and soil removal. 2) Multi - Flo installed. 3) Rock and piping. 4) Cover, pump and alarm tests. 5) Recommend alarms, sound inside house. 6) As-built by Contractor. LR: jg Sox 248, Loretto, Minnesota 55357 , � .-�o�o� �� S � `� C 1TY OF C�RONO ,�, Street Address: ' Mailing Address: Telephvne(452}249-4600 y�, � ?750 KellPy Parkway � P.O Eiax 66 Fax !952`?49-d61h ! ` . . , . , � °' �kf�s�io� , �. , .. _ _ Septic System Permit Application Please complete this applicaton completely. Failure to fill in all of the required information may resutt 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. Site Address: 1 Z�C �r�k��l� Gv�� ►�r�� ,'r�C m��,� SS�� Owner Name: C�Y.��'� �1 � -�f'' Address: (z�C� F}''��C�� C��t-lc_ �6�1,�`�- Owner Home Phone: �'�2.-�7 S - (�S Work Phone: (U -;� -(�{/ Desi ner: S(' �T��fii ` � License# �� j� Desi ner Address: �S � Cc`�' 1� c-� Lc=�i�-� �'�� Sf,/L��C f� .� " n''�, ) �j 3�7 � EmaiL �" �,� i ►�Yv��►''S wc1 Stc Wc�t-r-.r� �ti`�v�Phone: �(r% �3� `f�% �7- ;3�� -(r� Installer/Contractor. `'l i� ��c_ ��.�e�n�a� License# Installer Address Date to be Installed: Install Email: Phone: Existin Se tic S stem E es: Yes nro Com liance Ins ection Date: General Lot Dimensions: w;drn: oe�,rn: Total Area: �acres orsq n�� 7 S�`7 �� Home T e: Si�c� Fc�,�� L #of Bedrooms `j^ as�r Water Softener Garba e Dis osal � Hot Tu hir! ol� Di washer � Well Exisrin rvew (to be installed) Size of Casin : De th of Casin : PROPOSED SEPTIC INFORMATION Soil Types: ,� i� 1,� Sizing Factor: Septic: N Repla ment Addition Other Tanks: Qty: . New Existing Total _�,�� C=?cL1 l��S Tank Type � � Capacity T(� Manufacturer Pump Station: Tank Type rv Capacity l�1 A Manufacturer (if applicable) Pump Size Type Failure Alarm Type Drainfield Total Length Total Width Maximum Depth Trenches w/rock Trench w//chambers Rock below pipe inches 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. ('eC�, � � °2_ �� OFFICE USE ONLY Permit# Z�! S~D�) 1 � � Payment Rec'd Zoning District Field Checked Date Inspected New/Replace � �� 1 1 �� C;�� - `-�. � � o�s � � �� P � � � . . SKETCH: Submit licensed site evaluation, design, sketch and management plan with application. If substantial changes are made to the design during instatlation, a new design must be submitted with the date and designer's signature prior to installation and inspection. Completed Site Evaluation I�Yes ❑No Date ��/I� Completed Design Worksheets �Yes ❑No Date ��(0�/� Compliance I nspection �Yes ❑No Date-��"'��t�� 1/ �/�� Management/Monitor Plan �Yes ❑No Date Approved 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 Ru�les 7080-7084. I/We further agree that any plans, specifications, or drawings submitte ere ith are accurate and shall become part of the application. ; L��.��s 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. Community Development Director or Designee Date Return this Application to: Phvsical Address: MailinQ 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 ci.orono.mn.us Septic Permit—Revised 7/8/2014 Page 2 of 3 . � City of Orono Septic System Apr_�val ISTS DESIGN �y��.� YES NO NA ISTS design specifications shall include proposed flows or other sizing information, minimum sewage tank capacity, minimum soil treatment area requirements,a plan of the component layout and all other information necessary to assure the City that the ISTS is designed and will be constructed to receive,treat and dispose of a�l of the sewa e from the buildin served. Setbacks Feature Sewa e Tank feet Soil Treatment Area feet Dee well 50 50 Wetland 50 50 General Develo ment Lake 75 75 Recreational Develo ment Lake 75 75 Natural Environment Lake 150 150 Tributaries/Streams 75 75 / Drivewa s, sidewalks,decks and other hardcover 10 10 / Pro e lines, buildin s and buried i es 10 20 Lawn s rinkler s stems 10 10 Sewa e Tanks. Number of Bedrooms Tanks Liquid Capacities( allons 4 or less 1,000+ 1,000 re ardless of arba e dis osal use 5 or 6 1,250+ 1,000 re ardless of arba e dis osal use 7,8 or 9 1,500+ 1,500 re ardless of arba e dis osal use 10 or more Sewa e tanks shall be sized as other establishments er MN Rules 7080. Pum in Stations. � In order to standardize installation and electrical connection methods,the following pumping station requirements must be met in addition to MN Rules cha ter 7080 Electrical connectio�: A waterti ht,lockable electrical box must be mounted on a four-inch b four-inch treated redwood or cedar ost. � All electrical connections shall be made within the box. Pump connection must not be made using a direct line lu -in onl . Wire ent to the electrical box shall be sealed with a waterti ht material such as foam or u . Alarm and um floats shall be on se arate electrical circuits. Eleetrical wire from the power supply must not run over any tanks and must be laid beside the tanks and placed in conduit alon the electrical ost. Electrical cords from the pump and floats must be run through a two-inch PVC(or equivalent)conduit(schedule 80)with a one-inch gap between the conduit and the electrical box. Electrical cords must not run through or under the manhole cover. Wires must not have round contact. Pum in Chamber: Pressure pipe exiting the pumping chamber must be laid on a uniform slope up to the soil treatment area for proper drain back. The pressure pipe must be sleeved and inside a larger diameter pipe for additional support if spanning ground that has been excavated. If the pipe at the tank must be lower than union to get elevation for drain back,a one- uarter inch wee hole must be used. � When soil depths above the pressure distribution pipe is less than 3'/2 feet, insulation must be added to achieve an insulating factor equal to 3'/2 feet of soil to decrease the potential for freezing(Styrofoam or concentric piping are acceptable methods). Piping under hardcover,such as tennis courts or driveways shall be insulated pipe or e uivalent. A reserve capacity equaling 75% of the anticipated daily flow must be allowed into the pumping chamber between the alarm activation level and the um tank inlet. Protection of drainfield area. Proposed drainfield areas shall be identified and marked off on the lot at the time of the site evaluation and prior to any construction or grading occurring in the area. The drainfield area shall remain undisturbed until drainfield construction is commenced. No vehicular traffic shall be allowed in the drainfield area either before or after ainfield installation. ACCEPTED DENIED by the Metro West on behalf of the City of Orono subject to existing regulations and the following conditions: Inspections r quired: �`/) �'y� �I 1. � • ✓ N w u.... �.�.w�lC �� A i�-e�a.l �� d� 2. t�' �r t se • i 3. C•,.�,l - .... .c a/ � .,... i•.s, s ..,.,a- as 6�• < � .. ...., gy Printed Name: �C,�OlpC�1.7 /C p h ��lu� Date: G ��.,j�� w:\se ic\septic system approval revised 2-2015.docx Page 2 of 2 y � �oN � �� o SEPTIC SYSTEM APPROVAL y � Street Address: Mailing Address: Te/ephone: (952)249-4600 `�tq �,� 2750 Kelley Parkway PO Box 66 Fax: (952)249-4616 kESHO� Orono, MN 55356 Crystal Bay, MN 55323 www.ci.orono.mn.us Address: i Z.—]O ��YIC V 1 l.��,4�- � Home Phone: Owner: �i'l�i'� 1'V�Uf,�^ WorkPhone: 4�'�� ?,�— �,+�,9'Z Site Evaluator: ' � "��1� xState License# Site Evaluator Phone Number: �L � $7 — ,3L-�� Garbage Disposal? Yes No Number of bedrooms: � Est. gallons per day: 7✓r0 Water meter required? Yes N6 Notes: TYPE OF TREATMENT SYSTEM - . Gravity.t�e�ies-s�stem: Pr eh system: Gravity�ceaebesvaith lift: Pressurized bed system: � Holdi�tan�k w� .�?larm: Number of tanks: � Oso Septic Tank Sizes: Lift tank size: O Pump brand: GPM: Head: TREATMENT SYSTEM Minimum: square feet with inches of rock below pipe Type of covering: Fabric: Other: SEPTIC HISTORY Compliance Report attached? YE None City as-built on file attached? YE No, explain SITE EVALUATION YES NO N/A Soiis borin s. At least three soil borings shall be completed for each new drainfield site designed. Each soil boring must be located within the drainfield site or within close proximity along similar contours such that similar soil conditions are likel . For additions to an ISTS, at least one soil borin shail be made in the ex ansion area. Percolation tests At least two percolation tests shall be completed for each new drainfield site designed. Each percolation test must be located within the drainfield site or within close proximity along similar contours such that similar soil conditions are likel . For additions to existin ISTSs, at least one ercolation test shall be com leted in the ex ansion area. Plot Plan. A scale drawin of the entire lot showin the followin : All ro ert lines and lot dimensions ,/ All existin and ro osed structures � All existin or ro osed well locations or water su I i in � Relative elevations of house, lot comers and drainfield areas Slo e of round at drainfield sites b contour lines or direction arrows and slo e ercenta es / Location of all percolation test holes and soil borings with identifying symbols and relative ground elevations of ea rima nd altemate drainfield areas identified � ce from primary and alternate drainfield areas to property lines,well locations and any lake, stream, march or draina e channel within 75 of an art of the se tic s stem. w:\septic\septic system approval revised 2-2015.docx Page 1 of 2 � t ' MEMORANDUM ,�/,t Z��S-- 8'� .�Z A, ,�,� Date: March 23, 2015 �d's 4 54--�.D �'...t� CAllQ.0 To: Loren Kohnen 3��'� `"L �'�d �� 6 L� Metro Wes�� '�-'/' s.�. �<, �,..1 . �o �.� � '�� s"''�rtcr ar.c.�, rk s From: Chris � e M son,�lan;.ing Assistant �a u�� "� ��'�'� .� G�� ' c�� c �la � Curti ,'�'lanni & Zoning Co� , ,. RE:�� eptic�stem Permit #20 -00143 , FJ/� � r 1 7�0"French Creek Dn - f �(9�' � � '` .��' � ^ �On February, 4, 2015 we s�rb�� you a septic design by SP Testing, Inc for `� 12��0"French Creek D�. .�Y' rch 20, 2015 we received another septic design � ,�i`om Swedlund Se�tc � s for the same property. Attached is a copy of the � �,"�"`' design, a c m lianc� , the City's as-built septic location and an aerial photo �F�� that sh ot�'tal, etland on the property. Please review the attached informa� ��p ide comments by Tuesday, March 31, 2015. '`� , ,. � - .> fi,.i� �' �. ..�. • nrn r+�n nnn . � i_ �.____ � ��e �c7 ' r,i. rri� ai c:trlaii50r1�CU_Ci.uiunU.i�,i�.us �� JJL-G�F�-'-FUGV ui LyIG v��ai� t lom ci.orono.mn.us or at 952-249-4625 if you need additional information o 'f u have any questio __ �� - O Thank you. t� ��S /s f� �.' �-�6 �J' �� f c.n/f v .�. � �£/a ?` r c S£�c�a c ES /`Z £ : d: �r/P� (S� -�.�.r e s s�p c�'� 't,�f.`l J� �!t 4� *-`"�. f '� ��.X ( t rL�,F G /i'`'t'L� � L �c.�'/L.«.e�. Ip=�c 7�t.s �e .0 v s /� 6 f �m .�C..s� ,F t T �,Q.G c� 7"o �o w��'� f � i tS <.�' �.. �,�� ,.�� . k.�l , s � � z� �' �_� .�-.. .. � f 6 � v.� �t.L� p��.. 2�� ^ � t s f P..� et,.� �T ��..��4 d' /�.i. �s! 6 c /C � m v cr , -ftiIl� �� F..,�s9�.�� 3/��r3� R� ax�L /� / a'��,� �!� ��l" /t �-k.e..qs,� �r 4��/Q�s I��r U' lp...,., �/Z�s � ,�� . �--� �of.� f � `�� . ,:.-._,._.��.. � 4 ■e.'�� N �� 4 HOUR NOT�CE OiV � ALL INSpECTlONS ��`F..�: 763-479-i 720 :,��.,..,..�_.�._..a,.._ SERVICES Swedlund Septic Services, Inc. Septic Design ��d�� ..�t� -�_. ,�_ . . Prepared For: Gaurav and Rema Makhija � � 1270 French Creek Dr. ` Orono, MN 55391 ;----��--� � � NOTICE* THIS DESIGN MUST BE ON SITE �OR Site Address: Same as above � �LL INSPECTiONS �� .-��. a � � Y.� � � �1��: .__�.a.� � �� 24 Ko�a �1OT►cE �� °�:��ti�%�� € A�L�NSpECT10Ns ; I CAL1-:763-�79-1720 , u.,v ¢ ��r ��e t�ornpliance State Certi�ed 25648 200t'' Street • Belle Plaine, MN 56011 • 952-873-3292 i i q�d u� S vl lat/ta'o�" ' 3 � �� 7�. __ .___ - lsvi►w>�i.- TJ_.r._ _. _-- --____-- - _ _ � _ - __ _ --- � _ _ -_ _ ---- - ---- __ . _._.__ _ _ _ ___ _ __ _ _ -- --- _ _ _ ..— _; �?� �ox -_� _ - �__ _ _- - -- _ --- - - __ _---- _- - _ __ _ _ — --- ' -��.�.,.� �, 6�.� -- --- - - - - ------ �v��_��1 _7So�A / �4�•. � - x _�3�0 5 �3r.�1 _ _ , _ _ --- -- -__ ; . / y- ,/ � -- -�} k'_`f�c/trsr �u...s-�. /t �vl� _ �_ /<S�_ _ �� .___.��,_ C.o O r7►.. ..a."y_T�--•1 '�'��,�'"�y�_. I �j _�� -- —��+6�C'� �_rCC. �< � �--- --- �-� - , _ T_-?------- ____ ___ __ ; O �.�.c� &� e.��.u� _I . — ------ ,� -- _ -- _ _ ._'_ o��.i O. � � _.. _ _ _ _ - — a'� !��c. Ss /� _- --_ - - _, _--- - �_..._- � .�t-��.+J��-- � . ; _ __. _ _ ._ _ _ _ _ _ __ _ ___ _ -- --- i . ♦ � �� SEPTIC SYSTEM DESIGN � � Date: 3/13/15 S�R1/IC�S`i OwnerBuilder: Gaurav and Rema Makhija Address: 1270 French Creek Dr. Orono,MN Site Address: Same Home Phone: 312-320-2049 The following information has been compiled for a single family home: Bedrooms 5 GPD_750_Garbage Disposal_No Lift Pump in Basement No Septic Tank Capacity_3000 Pump Tank Capacity_12�J� System Type: Mound Trench Bed X Distribution: Gravity Pressure X Land Slope _1% Depth to Limiting Layer 56" Soil sizing factor _.68_ Perc Rate _18 Trench System: Drainfield Size/Sq. Ft. _1103Sq. Ft. Lineal Ft. _368' Chambers Number of Laterals _8 Width 24' Max Depth _20" Mound System: Rock Bed Sand Layer Upslope Downslope Sideslope Sand Depth Topsoil on Site Trucked in Sand (Tons) Rock(Tons) Topsoil(Tons) Pump Manufacturer: _Goulds Requirements: GPM 68 Head _18 Force Main Length _23' Diameter _2" Number of Laterals _8 Length 46' 25648 200tb Street . Belle Plaine, MN 56011 . 952-873-3292 STATE CERTiFIED i � System Speci�cations Pump Tank: • A Z.5 inch electrical conduit is to be used for the purnp cords • The piping is to accessible from ground level for future repair • The supply line leaving the tank is to be sleeved over any excavated ground in 4" sch 40 PVC and sealed with a 4� Fernco • The floats are to be installed on a float tree • The pump must be placed on a pump block • A minimum of a '/4" drainback hole must be drilled in the supply line to avoid freezing Blow-outs are to be installed on the ends of all pressure lines All run-off water is to be diverted away from the tanks and drainfield areas Plastic bolt down manhole covers are to be used and left at grade level for maintenance access. Pressure rate glue joint fittings must be used. If the septic tanks are less than 2' deep the covers are to be insulated with 2" high-densitv foam It is the installer's responsibility that all sewerlines leaving the structure have been connected to the new system The existing drainfield will need to be removed from underneath the new system. Soil will be added and lightly packed in its place. ,� , f 1 System Specifications Pump Tank: • A 2.5 inch electrical conduit is to be used for the pump cords • The piping is to accessible from ground level for future repair • The supply line leaving the tank is to be sleeved over any excavated ground in 4" sch 40 PVC and sealed with a 4x2 Fernco • The floats are to be installed on a float tree • The pump must be placed on a pump block • A minimum of a 1/4" drainback hole must be drilled in the supply line to avoid freezing Blow-outs are to be installed on the ends of all pressure lines An "Effluent Filter" is to be installed in the outlet of the second tank. It should be easily accessible from the ground surface for cleaning. The effluent filter will be equipped with an alarm. All run-off water is to be diverted away from the tanks and drainfield areas Plastic bolt down manhole covers are to be used and left at grade level for maintenance access. Pressure rate glue joint fittings must be used. If the septic tanks are less than 2' deep the covers are to be insulated with 2" hi�h-densitv_ foam It is the installer's responsibility that all sewerlines leaving the structure have been connected to the new system : , UNIVERSITY �-��;_-� �4�� ,� , OF MINNESOTA ; � "' Septic System Management Plan �,,,�� for Below Grade Systems The goal of a septic system is to protect human health and the environment by properly treating wastewater befare 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, installation, operation and maintenance means safe and clean water! Property oWner Guarav and Rema Makhija Property Address 1270 French Creek Dr Orono, MN 55391 Property ID syscem Des�gner Swedlund Septic Phone952-873-3292 System Installer Swedlund Septic Phone 952-873-3292 ServiceProvider/MaintainerSwedlund Septic Phone 952-873-3292 Permitting Authority Phone Permit# Date Inspected Keep this Management Plan with your Septic System Owner's Guide. The Septic System Owner's Guide includes a folder 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 6/10/2010 - 1 - � �J1�tIVERSITY Septic System ManugementPlan t OF-��IhTNESOTA ,for Below Grade Systems Your Septic System �' �� ,,,,�,% - 1..._J Q ct�,°"` �� _Gr«,w wrfaoc Sod nea�r�nt veacb Disr3utim sedia a. b ,}:. _ ' d�a i: . ��'�� F�"�'��- �� _-, � + t; a� s�� s 4�� .,..� s: �t �� c � �,�„ � � : � � � . �� .,#� 3f�� %� _ ? � � . l"�1� � j '�,�. ��7``L} ' „- �-LL ';R _1-�''" �.;�� 5��-,;_. .�-=f� ,� ..:�a......�%^�'�i `-3_:'�-^ sav � f._ �t_ {-t i� r"4I` � � 'va.�v�n:;` -�'-a� 'C '- � I �y,{;i.. ,•_ �Y��''C � �7,�A iti f..r^ — ,�,' ' * , � ' Y F �'i�� i_� � as .-��Gr c .�-s�k . �'L..Sr..i�' - Y}i Yr� `^.�F.w r• .;, . '''L: -3 '�`'',c.1- 'I- r� _ t ��t�' � SaluaOed Soike�adc .� . " *�. �"'�.�,,.' r ' ,�,r "�''j�y� � 6 F'r♦ .i:=��r,r f,��,��4�f�J��x.�m,.y��i_,._. .. '=:4�_ �..v _ .'__�zv_ '_':--..'��._:.�--J--.�_'c:.x."`:'_-�4i,_i Septic System Specifcs � System is subject to operating permit'` System Type:OI�II OIII�N*O V* � System uses UV disinfection unit* (Based on MNRules Chapter 7080.220D—2400j Type of advanced treatment unit *Additional Managernenl Plan required Dwelling Type Well Conshvction Number of bedrooms: 5 WeII depth{ft): 331 System capacity/ciesign fJow(gpd): �� ./ Cased wel! Casing depth: 3�� Anticipated average daily flow(gpd): 4� Other(specify): Comments Distance from septic (ft):175 Business? What type? Is the well on the design drawing? � N Septic Tank One tank Tank volume: _gallans �/ Pump Tank(if one) 1250 gallons Does tank have two compar�ents`.�►'❑N Eftluent Pump make/rreodel: � Two tanks Tank volume: 3000 ��I�a� pump capacity � GPM ❑ Tank is constructed of Conerete 7'pH 7 8 Feet of head o Effluent Screen type: ❑ Alarm iocation ��Ity room Soit Treatment Area (STA) 'Trenches: 352 total lineal feet Gravity distribution f pressure Number of trenches: � at 44 feet each distribution STA size(width x length): fl x ft Inspection ports � Cleanouts Location of addi#ional STA: Additional STA not available - 2 - � `y:f,s��, ,, UNIVERSITY p � .v g 4�' p � Se t�c S stem Mana ement Plan r �F�MI NNESOTA .for Below Grade Systems -� . � �`�`�..�'�� 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 36 months My tank needs to be checked Local Government: check every months State Requirement: check every 36 months every 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 around your soil treatment area. If surfaced sewage ar strong odors are not corrected by pumping the tank or fixing broken caps and leaks, 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 installed 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 frequency based on water demand (gallons) rather than time (days). Recharging too frequently may negatively impact your septic system. . Review your water usuge 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 accoinplish the tasks listed on the Professional Tasks on Page 4. - 3 - , -.;=; '�e,�� r,�... �N I VERS I`I'Y Septic System Management Plan r OF�MINNESOTA .for Below Grade Systems -� � _��`�v Professional Management Tasks These are the operation and maintenance activities that a pumper/maintainer performs to help ensure long-term perfo�-mance 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. • Liguid 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 higber 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. • Baffles. Check to make sure they are in place and attached, and that inlet/outlet baffles are clear of buildup or obstructions. • Effluent screen. Check to make sure it is in place; clean per manufacturer recommendation. Recominend retrofitted installation if one is not present. • Alarm. Verify that the alarm warks. • Scum and sludge. Measure scum and sludge in each compartment 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. • Drai�iback. 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 far the pump. If there is one, calculate the water usage rate and compare 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 effluent. Check for surfaced effluent or other signs of problems. • Gravity trenches and beds. Check the number of gravity trenches with ponded effluent. Identify the percentage of the system in use. Determine if action is needed. • Pressure trenches and beds -Lateral flushing. Check lateral distribution; if cleanouts exist, flush and clean as needed. All other components—inspect as listed here: - 4 - ;� � � UNIVERSITY p � .v g �� Se tac S stem Mana ement Plan "� ` ` r �F'�,MINNESOTA .TorBelow Grade Systems � Water-Use Appliances and �'�-��,�,� Equipment in the Home Appliance Impacts on S,ystem 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 . Finel round solids ma not settle. . y-g y To prevent solids from exiting the tank,have your Unsettled solids can exit the tank tank pumped more ftequently. and enter the soil trearinent 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 liquid or easily biodegradable detergents. Washing machine Prevent solids from settling out in . Install a lint filter after the washer and an effluent the tank. Unsettled solids can exit screen to your tank the tank and enter the soil treatment , Wash only full loads. area. . 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 prevent 2°d floor laundry the tank may reduce perfornlance. 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 garbage 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 same Large bathtub overload your system. time. For example,don't wash clothes and take a (whirlpool) • Heavy use of bath oils and soaps can bath at the same time. impact biological activity in your . Use oils,soaps,and cleaners in the bath or shower tank and soil treahnent 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 of furnace during cold weather. the house.Do not route furnace recharge to your septic system. Water softener • Salt in recharge water may affect • These sources produce water that is not sewage and Iron filter system performance. should not go into your septic system. Reverse osmosis • Recharge water may hydraulically • Reroute water from these sources to another outlet, overload the system. 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 - UNIVETY Se tic S stem Mana ement Plan ` RSI P .v g ' Q�'F•MI NNESOTA .for Below Grade Systems �.�. :��;"""�.�`.,� Maintenance Log Track maintenance activities here for easy reference. See list of management tasks on pages 3and 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 frequeney_) Caps: inspect,replace if needed Water use appliances—review use Other: Notes: Mitigation/corrective action plan: "As the owner of this SSTS, I understand it is my responsibility to properly operate and maintain the sewaqe treatment system on this property, utilizinq the Management P1an. If requirements in this Management P1an are not met, Z wi11 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 vse as a soil treatment system." /�,�,�. "-v�^,'_�-��, �3/� 3/sb/S', Property Owner Signature: E��.c�,�g ��' Date 3,��,/,�,s-- Management Plan Prepared By: SWeC�IL1CiCI SGptIC Certification# 2502 Pertnitting Authoriry: 4-�2010 Regents uf the University of Minnesota. All rights resnrved. The Uoiversity of Minnesota is an equal opportunity educator and employer. This materia]is available in altemative format5 upon request Contact the Water Resources Center,612-624-9282. The Onsite Sewage Treatmeot Program is delivered by the University of Minnesota Extension Service and the Universiry of Minnesota Water Resources Center. - 6 - � � S Swedlund Septic Services, Inc. 25648-200'h Street • Belle Plaine, MN 56011 r ti 952-873-3292 Josh J. Swedlund Lic. #2502 * �.�70 �rc h c�. C rc�fc. �r. ��on 0 Date: �—�3 '�.� _ - --�__ /� 1� �-��rC v�� l�r t,c. rc �r. 3.. � � ,:. ,. 1 ;- �1 � '+ � _ �.� �, "� �--- ---�._�__--------_ ___. `�� S- s: i, �n (J � `•.., � -..` =,. ._..___ __- � �� _ ----.__—_.___—. � �� a � � � .�? � �>� � \ �� ,�-�=- � -=+- � �' -, � X �C � `) V w � � � � a� � \ � � ,� O -aG�'� \ o — (,� i -�- �; �_ p , \ � - _ �- _ . . _ C� �—_...-- ------ ,-___..__._.__--------,-___._._ ..__.________� .% -�r � � '�, Q aan � ''sp r, ,;' `U .. � - �' 6- ' r`1 o '... i � �� t II s � , � �� ' �, A � � ' 'o p � -�-.. _ � / '; o`�� _ � • �� i' � � S �i �+:N � ��L� f � � T � T 8 � �"� d c. r^�l� �� U` ,� L°I 1 - � � M i � ^) .-.� � / � I � � � 9__ , '1 ' MinnetataPbik�tion OSTP Design Summary Worksheet ��1IVERSITY �� ;� OF �/IINNESOTA �'�'�� Cor�ieol Agency ,..�„�� Property Owner/Client: Gary Makhija Project ID•��v 05.13.14 Site Address: 1270 French Creek Dr.Orono,mn Date• 3/13/15 t. DESIGN FLOW AND TANKS A. Desiqn Flow: 750 Gallons Per Day(GPD) Note: The estimeted design fiow is considered a peak flow rote inc(uding a safety factor_For fonq term perJormance, the averoge B. Septic Tqnks: daily flow is recommended to be<60%of[his vatue. Minimum Code Required Septic Tank Capacity:� Gallons,in �Tanks or Compartments Recommended Septic Tank Capacity:�Q� Gallons,in �Tanks or Compartments Effluent Screen: no Atarm; yes C. Holding Tanks Onfy: 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 Galtons Pump Tank 1 Capacity(Code Minimum): �Gallons Pump Tank 1 Capacity(Designer Rec): 1000 Gallons Pump Tank 2 Capacity(Designer Rec): ��Galtons Pump 1 68.0 GPM Total Head 78.1 ft Pump 2�GPM Total Head C�ft Supply Pipe Dia. 2.00 in Dose Volume: 187-0 ga� Supply Pipe Dia.�in Dose Volume:�ga� 2. SYSTEM TYPE Q�rendi ��ed �lournf �j4t-Grade �Gravdy Distribution �r�ssure D�hution-Levd Qpreuure Ustribu[ion-Unlevd CoriP (�lioldirg Tank '�tt�er � •Selection Required Benchmark Elevation: 100.00 ft Benchmarlc Location: First floor System Type Type of Distribution Media: �rainfield Rock �Registered Treatrner�t Media: 0 TYpe� ❑Type II �iype Itl [�j Type IV �Type Y 3. SITE EVALUATION: A. Depth to Limiting Layer: 56 in 4.7 ft B. Measured Land Slope%: 1.0 % C. Elevation of Limiting layer. 8g.3 D. SoilTexture:�— Sand E, Loc.of Restricive Elevation:�— B1 F. Soil Hyd. Loading Rate: 0.68 GPD/ft2 G. Minimum Required Separation: 36 in 3.0 ft H. Perc Rate: 18.0 MPI I. Code Ma�cimum Depth of System: 20 in Comments� 4. DESIGN SUMMARY Trench Design Summary DispersalArea�ft1 Sidewall Depth�in Trench Width��ft Total Lineal Feet�ft Number of Trenches� Code Maximum Trench Depth�in Contour Loading Rate�ft Designer's Max Trench Depth�in Bed Design Summary Absorption Area 1103 qtz Depth of sidewall 12.0 �� Code Maximum Bed Depth 20.0 in Bed Width 24 ft Bed Length 48.0 ft Designers Mau Bed Depth��n MinnesotaPollution OSTP Design Summary Worksheet UNIVERSITY '' ,;�rt; _` Cont1rol Agen�y OF MINNESOTA �,�1.y Mound Design Summary Absorption Bed Area�ft2 Bed Length�ft Bed Width�ft Absorption Width�ft Ctean Sand Lift�ft Berm Width (0-1%)�ft Upslope Berm Width�ft Downslope Berm Width �ft Endslope Berm Width�ft TotalSystem Length�ft TotalSystem Width�ft Contour Loading Rate C�gal/ft At-Grade Oesign 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 Levei 8 Equal Pressure Distribution Summary No. of Perforated Laterals 8 Perforation Spacing 3 ft Perforation Diameter 7/32 in Lateral Diameter 2.00 in Min. Delivered Volume 168 gal Maximum Delivered Volu 188 gal 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) Laterat 1 Minimum Delivered Volume Lateral 2 ��al Lateral 3 Lateral 4 Maximum Delivered Volume Lateral 5 �gal Lateral 6 5, Additional Info for Type IV/Pretreatment Design A. Ca(culate the organic loading t. Organic Loading to Pretreatment Unit =Design Flow X Estimated 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 Soi( Treatment System Orgonic Looding: BOD concentrotion after pretreatment=Bottom Area =lbs/day/ftZ mg/L X 8.35: 1,000,000 : �ftz= �lbs/day/ftZ Comments/Special Design Considerations: I hereby certify that I have completed this work in accordance with all applicable ordinances, rules and laws. Swedlund Septic 2502 3/13/15 (Designer) ( ignature) (License#) (Date) OSTP Bed Design f- , : UNIVERSITY , Minr��sota Pollution Worksheet OF MINNESOTA �' Control Agency �� 1. SYSTEM SIZING: Project ID: v 05.13.14 A. Design Flow(Design Sum.1A): 750 GPD B. Code Maximum Depth": 20 inches Designers Maximum Depth:�inches C. Soil Loading Rate: 0.68 GPD/ft2 D. Required Bottom Area: Design Flow (1.A)= Loading Rate (1.C)= Initial Required Bottom Area 750 GPD= 0.68 GPD/ft2= 1103 ft2 E. Select Distribution Method: �v pressut'e ❑Gravity F. Select Dispersal Type: ❑ROCk d Registered 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. BED CONFIGURATION: (for sites with less than 6%slope) A. Select size Multiplier: 1.0 1.0= pressurized or 1.5 =gravity B. Req'd Bottom Area = Bottom Area (1.D)X Size Multiplier= 1102.9 ft2 X 1.0 ft = 1103 ftz C. Designed Bottom Area: ��ft Optiona(upsizing of bed area D. Select Bed Width: 24 ft E. Calculate Bed Length: Designed Bottom Area = Bed Width = Bed Length 1103 ftz= 24.0 ft= 46.0 ft 3. MATERIAL CALCULATION: ROCK A. If drainfield rock is being used, select sidewall absorption C�inches = �ft B. Media Volume: (Media Depth +depth to cover pipe)X Designed Bottom Area =ft3 (�ft+ �ft) X �ftZ =��ft3 C. Calculate Volume in cubic yards: Media volume in cubic feet :27=cubic yards ��ft3 - 27 = ��yd3 4. MATERIAL CALCULATION: REGISTERED PRODUCTS-CHAMBERS AND EZFLOW A. Registered Product: Chambers B. Component Length: �ft 0 C. Component Width: ��ft 0 D. Component depth (louver or depth of sidewall loading) 12 in D. Number of Components per Row= Bed Length divided by Component Len�th (Round up) 46 ft= �� ft= 12 components E. Actual Bed Length= Number of Components X Component Length: 12 components X 4.0 ft = 48.0 ft F. Number of Rows= Bed Width divided by Component Width 24 ft = C� ft = 8.0 rows Adjust width so this is an whole number. G. Total Number of Components=Number of Components per Row X Number of Rows 12 X �� = 96 components OSTP Pressure Distribution fi� � fr1 .: Minnesota Pollution Desi n Worksheet UNIVERSITY � ~�� __ � Control Agency � OF MINNESOTA �'''s...,`�.� Project ID: v 05.13.14 1. Media Bed Width: 24 ft 2. Minimum Number of Laterals in system/zone = Rounded up number of [(Media Bed Width - 4) = 3] + 1. ( 24 - 4 ) + 1 = �laterats Does not opply to ot-grades 3. Designer Selected Number of Latero(s: �laterals Cannot be less than (ine 2 (accept in ot-Qrades) -- �--- 4. Select Perforotion Spacing: 3.0 ft � � �� __ '__ i1•• Mm�rrwr� /'pe�tora[wm aP.�<..E 3'upan 1'1'o!ro�4 1T" 5. Select Perforation Diameter Size: 7/32 in — ��..�,... ' - PrAdat.o�+a.ruuf. li'-�fo��inn s4xfnN.1 b. Length of Laterals = Media Bed Length - 2 Feet. 46 - 2ft = 44 ft Perforation can not be closer then 1 foot from edge. � Determine the Number of Perforation Spaces. Divide the Length of Laterals by the Perforotion Spacing and round down to the nearest whole number. Number of Perforotion Spoces 44 ft - �ft = 14 Spaces Number of Perforations per Loterol is equal to 1.0 plus the Number of Perforotion Spoces. Check table 8, below to verify the number of perforations per lateral guarantees less than a 10% discharge variation. The value is double with a center manifold. Perforations Per Latera! = 14 Spaces + 1 = 15 Perfs. Per Lateral Maximum ll�enber of Perforatioru Per L�er�to Guarant�e<.10l►Di�ch�rge Ya►iation '.Inc P orat�ons 7/321nch Per#orations Perfon�tior�Spaang IFeei) ��t�;��? Pecforation Spacing Pipe Diimeter I��ches# 1 1u 114 � 3 (feedl 1 1K 11. 2 3 2 10 13 18 3t3 6U 2 11 16 t! 3�1 b8 2ti: 8 12 16 28 54 21: 10 14 24 32 b4 3 8 12 1b 25 S2 � 9 1� 19 30 i4 3.'1 b krch Perfora,*ioru 1?61rxh Perforations Pipe Diameter llnchesl Perforation 5pacing Pipe Di�meter tirxhes) Per#oration 5puing(Fe,Et) 1 !1� 1� 2 3 �feetl 1 1� 1V: 1 3 2 12 18 16 �6 81 2 21 33 44 74 119 ' 1Y� 12 17 24 �0 s0 3�: 20 34 41 69 135 3 !2 16 21 37 75 3 10 29 38 N 12E 9• Tota( Number of Perforotions equals the Number of Perforotions per Latera! multiplied by the Number of Perforated Latera(s. 15 Perf. Per Lat. X �Number of Perf. Lat. = 120 Total Number of Perf. 10. Select Type of Manifold Connection (End or Center): � End ❑ center 11. Select Lateral Diameter (See Table): 2.00 in OSTP Pressure Distribution � -�� , , a � � • UNIVERSITY �� '�- Minnesota Pollution Des�gn Worksheet OF MINNESOTA �� xN� Control pgency �' � ''�-��.,�"y' 12. Calculate the Square Feet per Perforation. Recommended volue is 4-11 ft z per perforation. Does not apply to At-Grades a, Bed Area = Bed Width (ft) X Bed Length (ft) 24 ft X 46 ft = 1104 ft2 b. Square Foot per Perforation = Bed Area divided by the Total Number of Perforations. 1104 ft2 - 120 perforations = 9.2 ftz/perforations 13. Select Minimum Average Head: 1.0 ft 14. Select Perforation Discharge (GPM) based on Table: 0.56 GPM per Perforation 15. Determine required Flow Rate by multiplying the Tota( Number of Perfs. by the Perforation Dischorge. 120 Perfs X 0.56 GPM per Perforation = 68 GPM 16. Vo(ume of Liquid Per Foot of Distribution Piping (Toble ll) : 0.170 Gallons/ft �7, Volume of Distribution Piping = Table II _ [Number of Perforated Latera(s X Length of Loterals X (Volume of Volume of Liquid in Liquid Per Foot of Distribution Piping] Pipe Pipe Liquid � X � ft X 0.170 gal/ft = 59.8 Gallons Diameter Per Foot (inches) (Galtons) 18. Minimum Delivered Volume = Volume of Distribution Piping X 4 1 0.045 1.25 0.078 59.8 gals X 4 = 239.4 Gallons 1.5 0.110 2 0.170 man'o pipe� 3 0.380 � 4 0.661 i � �-Cleanouu —� J � --� pipe from pump ' '� ,. ��/ Manifold pipe, lean outs ' � ♦ ' / �. � % ; � altemate location ---�- of i e from um �Altemate location of pipe fiom pump Pi from um Comments/Special Design Considerations OSTP Basic Pump Selection Design , . � � Mi�nesota?'ollution W��.k$��t LINTVERSITY �� -� Control Agency OF MINNESOTA �-'A-'L�" 1. PUMP CAPACITY Project ID: Pumping to Gravity or Pressure Dist�bution: Q�raviry �Pressure Selection required 1. If pumping to gravity enter the gallon per minute of the pump: �GPM (f0-45 SPm) 2. If pumping to a pressurized distribution system: 68.0 GPM 3. Enter pump description: Demand Dosing Soil Treatment 2. HEAD REQUIREMENTS a�Po�ioraur�� A. Elevation Difference 10 ft �ti � s�av`y„� between pump and point of discharge: nlet wDe Elevation:'I' B. Distribution Head Loss: �ft � e�r��re . - -- _ __: -:_. � � C. Addittondl Head Loss: �ft(duetospecialequipment,etc.) --------------------------- ------------- Table I.Friction Loss in Plastic Pipe per 100ft Distribution Head Loss Flow Rate Pi Diameter(inches) Gravity Distribution = Oft (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 �Z,g � 4,3 1.8 0.4 Minimum Avera e Head Distribution Head Loss �4 17.0 ; 5.7 2.4 0.5 1ft 5ft �6 21,g i 7.3 3.0 0.7 2ft 6ft �g ! q,1 3.8 0.9 5ft 1oft 2p 11,1 4.6 1.1 25 16.8 6.9 1.7 D. 1. Supply Pipe Diameter: 2.0 in 30 23.5 9.7 2.4 2.Supply Pipe Length: 23 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.t Friction Loss= 10.78 ft per 100ft of pipe 55 ' 7.3 60 � 8.6 F, Determine Equivolent Pipe Length from pump discharge to soil dispersal area discharge 65 � 10.0 point. Estimate by adding 25%to supply pipe length for fitting loss. Supp(y Pipe Length �� 11.4 (D.2) X 1.25=Equivalent Pipe Length 75 � 13.0 85 � 16.4 23 ft X 1.25 = 28.8 ft 9� � Z� 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= 10.78 ft per 100ft X 28.8 ft • 100 = 3.1 ft H. Totol 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 ) 10.0 ft + 5.0 ft + �ft + 3.1 ft = 18.1 ft 3. PUMP SELECTION A pump must be selected to deliver at least (�$,Q GPM(Line 1 or Line 2)with at least �$,� feet of total head. Comments: UNIVERSITY OSTP Soit Observation Lo - � - - OF MINNESOTA � Project ID: v 05.13.14 ��,Z,�- � Client/ Address: 1270 French Creek Dr Le�al Description/ GPS: Soil parent material(s): (Check all that apply) �Outwash ❑Lacustrine ❑Lcess ❑Till ❑Alluvium ❑Bedrock ❑Organic Matter Landscape Position: (check one) ❑� Summit ❑Shoulder ❑Back/Side Slope ❑Foot Slope ❑Toe Slope SlOpe Shape ll Vegetation grass Soil survey map units L4C Slope% 1.0 Elevation: 94 Weather Conditions/Time of Day: Sunny afternoon Date 03/11/15 Observation #/Location: b1 Observation Type: Auger Depth (in) Texture ROCk Matrix Color(s) Mottle Color(s) Redox Kind(s) Indicator(s) �""'""""Structure-----------1 Frag. % Shape Grade Consistence � i � 0-8 �i Loamy Sand <35% I 10YR 2/2 Granular Weak Friabte _ -- _ — -- - -- - _ _ _ -- 9-56 ' Sand Loam , <35% Concentrations, y 10YR 4/6 7.5YR 5/6 depletions S1 Granular Weak Loose 57-84 Sandy Loam <35% 10YR 4/b Granular Weak Loose I - -- �- --- � � � Comments Redox at 56" I hereby certify that I have completed this work in accordance with all applicable ordinances, rules and laws. Swedlund Se tic k°'�"'�� _2502 3/13/15 (Designer/Inspector) (Signature) License#) (Date) � .�ifr.w M�nwr�.n. � . Additional Soil Observation Logs "�` �" �:.:;�;, �` - - _ A':.. �.'.�... P�� Project ID: - �: b,,�.��, � Client/ Address: 1270 French Creek Dr Legal Description/ GPS: Soil parent material(s): (Check all that apply) Q Outwash ❑Lacustrine ❑Loess ❑Till ❑Alluvium ❑Bedrock ❑Organic Matter Landscape Position: (check one) ❑� summit ❑Shoulder ❑Back/side slope ❑Foot slope ❑Toe slope Slope shape ll Vegetation Grass Soil survey map units L4C Slope% 1.0 Elevation: 94 Weather Conditions/Time of Day: Sunny Afternoon Date 03/11/15 Observation #/Location: 62 Observation Type: Auger Depth (in) Texture Rock Matrix Color(s) Mottle Color(s) Redox Kind(s) Indicator(s) I--------Structure-----------I Frag. � Shape Grade Consistence 0-9 Loamy Sand <35% 10YR 2/2 Granular Weak Friable I _- - --- _ _-- - - -- - --_ _ __— - ---_ -- - --- 10-84 Sand Loam <35% I Concentrations, — 10YR 4/6 7.5YR 5/6 S1 Granular Weak Loose depletions___ - ---- --+ - - -- _ _ __ -- — -- — - -- _ _ _ _. Comments No Redox Observation #/Location: 63 Observation Type: Auger Depth (in) Texture Rock Matrix Color(s) Mottle Cotor(s) Redox Kind(s) Indicator(s) I-------- Structure-----------I Frag. % Shape Grade Consistence 0-8 Loamy Sand <35% I 10YR 2/2 Granular weak ! Loose - -- --- - - - _ __ . _.—. . 9-84 Sandy Loam <35% 10YR 4/6 Granular Weak Loose -____----- ---- -- _�__ - --- -- ——_ . �__ _ _ - - - � _— ___ -- --- --- --- -_ - - - - --- -- i Comments No Redox Textures: Subsoil Indicator(s)of Saturation: Consistence: c-clay S1. Distinct gray or red redox features Loose- Intact specimen not available sic-silty clay S2. Depleted matrix (value >/=4 and chroma </=2) Friable- Slight force between fingers sc-sandy clay S3. 5Y chroma </= 3 Firm- Moderate force between fingers S4. 7.5 YR or redder faint redox concentrations or redox depleti Extremelv Moderate force between hands or slight d-ctay loam firm- foot pressure sid-silty clay loam If yes to one of the above indicators then: RiQid_ Foot pressure scl-sandy day loam Topsoil Indicator(s)of Saturation: Slope Shape: si-silt T1. Wetland Vegetation Slope shape is described in two directions: up and down slope sil-silt loam *Sand Modifiers T2. Depressional Landscape (perpendicular to the contour), and across slope (along the l-loam co-coarse T3. Organic texture or organic modifiers horizontal contour); e.g. Linear, Convex or LV'. sl-sandy loam* m-medium T4. N 2.5/ 0 color ls-loamy sand* f-fine T5. Redox features in topsoil s-sand" vf-very fine T6. Hydraulic indicators SoilStructure - _ • - Grade: . - � , •_. . Massive- No observable aggregates, or no orderly arrangement of natural lines of weakness Weak- Poorly formed, indistinct peds, barely observable in place . - - — � Moderate- Well formed, distinct peds, moderately durable and evident, but not distinct in • ' : •� ' � StronQ- Durable peds that are quite evident in un-displaced soil, adhere weakly to one another, _ , : - . : - withstand displacement, and become separated when soil is disturbed . , � . . . . Loose- No peds, sandy soil L""``""`"r""`.""` � . •`illlillilll . t . •- . . ► -J' � �if1V111[F1'l� . . ' .. ... . . Soil Structure ""`k s'ae � � �� _ � �.,�� Shape: - ,.,.-�:�.,�,r Granular- The peds are approximately spherical or polyhedral and are commonly found in topsoil. These are the small, rounded peds that hang onto roots Platv_ The peds are flat and plate like. They are oriented horizontally and are usually overlapping. Platy structure is commonly found in forested Blockv_ The peds are block-like or polyhedral, and are bounded by ftat or slightly rounded surface that are casting of the faces of surrounding peds. Prismatic- Flat or slightly rounded vertical faces bound the individual peds. Peds are distinctly longer vertically, and faces are typically cast or molds of Sin�le Grain The structure found in a sandy soil. The individual partides are not held together. UNIYERSITY OSTP Prelimina Evatuation Form OF MINNESOTA � � , , -�. 1.Contact Infortnation v Q5.13.14 PropeKy Owner/Clfent: �urav and Rema Mekhija Client Phone Number. 3�2'32��Z049� Maiting Address ��0 French Creek Dr. Project ID: r- �� Site nddress Sa^� Legal Descnption ParcellD: Latitude�--� Lor�iwde Evaluation for system type �+ewcanmuma, +�tepwament March 72,2015 Date � 2. Flow Information Client-Provided Infamation TYPe(s)of use(Qlt thaf npply) �esider�tiai [�«nmerdai ��+(��N) No.of bedraoms•(ijapplicabte) 5 Unfinished space (ft=) � No.of residertts in home �2 Adults �CMldren �Teenagers Fxistlng flow measurementr d'es(if res,aaach reamnys) �o [�arbage Dlsposal �va[er SoRener• Oron W[er� Water-usi�g devices(check oll Uwt L'.VShwesher �ump wmp� Other(speciJy) aPP�Y1 [�a�ge eamn�b/�aami Qf9h Bfldurcy Fvnace` u.nunAy/Larqe Tub on 2nG RoOr �cTub• 'Gl@df WOtBf SOItfC¢ Water use concerns(check olt that �auceqrdie��eaics Qf,hpe�naas of tair�ory/Day aorg-Term Prespiptbn Metls Q15e o(M[FBaduWl Soap aPp�y1 Qn-Mome 9usinrss �10 Urrt Saeen �requent Entertalnlrg of Out-ot-Town Gueus My additio�al current or future uses on this parcel{specffy j My non•sewage discharges W system (specijy) Sewage ejector or grinder pump in home7 d'g � I acknowledge the above B complete and accurate (Ctient(s)stgrature arM dafe) �L�� Desipnerdetermined Flow Information A.Estlmated Design Flow(gellons per day) �� Mticipated waste strength values: �°"+�Susngm Qtigh Sirenqm gpp;� mg/L GBOD:�mg/L C�ul:�mg/L 0&G:�mg/L 3. Preliminary Site Informatian B�t�.Water supply well(s)within 100 k of absorptfon area [�es �u Well(s}were located �irect obsera�on D'�unry Weli IMex Maps �ersorul Comm�nla[lon MN Unique Well Id Ti: 791988 Depth of wetl(s) 331 ft Well casing depth(s) 317 -�ft Source Mn County Well ind Impervious Layer �� g If Yes,Define&Source: Required Setback- C�f� B(2).Site witl�in 200 ft of noncommte�ity transimt supply well d'a � Source County B(3).Site withtn a drinktng water supply management area dei �o Source CouMy B(4).Loutlon o(all extstlng and propoud buildfngs and Improvwnenu on IoE(see Site Evaluotton map) B(5).Burfed water wpply pipes withfn 50 ft of proposed system �)'es Q�o C.Location o(all easemeMs on lot(see Site Evaluation rrap) Source County GIS D.Elevatlon oi ardinary high water kvel(OWHI)-MN DNR(if adjacmt to parcef� �--� E.floodplain desianation and flood Nevation Sauce �� F.Determfrw property Ifnes(see Site Eva[uatJon map) [�wwvey �at wap [�,er. County GIS Site located in a shoretand district/area '�g � G.Distance oi setbacks �f0a'�'�^g mh�'+� �recersuppry vipes [�her Buildings �uenen[5 �Yel(s) UNIVERSITY ' OF MINNESOTA OSTP Preliminary Evaluation Form �+ � .��, t � _ ,�.Z��, H.Soil Survey tnformation(from web soil survey) �ap Map Units on Partel L4C List landforms Hills on stream terraces,hilts on outwash Slope Range 6-12 percent Parent matenals-check aU thot appfy Landform Position(check all that app(y) [}ill [�olluvium Qacustrine [�Iluvium [�WFill �ummit �houlder [�aackslope �ootslope �lain �ucwash Qcess �edrock [�rganic �epression (�tream/Telrece []�lanmade [}ce Sbpe Minimum bedrock depth:�inches Minimum bedrock depth:�inches Maximum bedrock depth:❑inches Maximum bedrock depth:❑inches Septic Tank Absorption Field-Trench(MN)Moderately limited Map Uni[Ratings Septic Tank Absorption Field-At-grade(MN) Septic Tank Absorption Field-Mound(MN) 4. Preliminary Soil Profile Information(from web soil survey-m� Enter information here or at[ach map and description. Map Uni[ Other Depth Texture(s) Structure(s) Consistence Restrictions Color Horizon 1 Horizon 2 Horizon 3 Horizon 4 Horizon 5 Map Unit Other Depth Texture�s) Structure(s) Consistence Res[ric[ions Colar Horizon 1 Horizon 2 Horizon 3 Horizon 4 Horizon 5 Nap Unit Other Depth Tex[ure(s) Structure�s) Consistence Restrictions Color Honzon i Horizon 2 Horizon 3 Honzon 4 Horizon 5 Map Unit Other Depth Texture�s) Structure(s) Consistence Restrictions Color Horizon 1 Horizon 2 Horizon 3 Horizon 4 Horizon 5 5. Local Government Unit Information Name of LGU LGU Contact LGU-specific setbacks LGU-specific design requirements LGU-specific ins[allation requirements I hereby certify that I have completed this work in accordance with all applicable ordinances,rules and laws. Swedlund Septic � ,,�� 2502 3/13/15 (Designer) (Signature) (License#) (Date) t11�1IVERSITY . OF MINNESOTA OSTP Field Evatuation Form ;�� `�� _ _ r � �:.��o,v 1.Contact Information Project ID: v 05.13.14 Property Owner/Client Gaurav and Rema Makhija Client Phone Number: 312-320-2049 Address Same Date 3/13/2015 Weather Conditions Dry 2. Utility and Structure Information Utility Locations Identified �oPher State One Call# � �nnny vrivate utiiities Property Lines ��rmined and npproved by aient Client's Approvol(initiol) �etermined buc nat Approved �4pproximate signed copy page 29 �roperty Lines Surveyed Locate and Verify(see Site Evoluation map) �xisting Buildings �mprovements �asements �etbacks 3. Site Information Percent Slope 1 Slope Direction south Landscape Position summit Slope Shape LL Vegetation type(s) Grass Evidence of cut,fill,compacted or disturbed areas �'es �o Discuss the flooding or run-on potential of site Water will run off to pond identify benchmarks and elevations(Site Evaluotion Mop) Proposed soil treatment area adequately protected Q�es D�o 4. General Soils Information Original soils �'� �o Type of observation �01�PfObe �oil Boring �oil Pit Number of soil observations 3 Soil observations were conducted in the proposed system location �'� D�o A soil observation was made within the most limiting area of the proposed system �'B5 �o Soil boring log forms completed and attached �'es dvo � Percolation tests performed,forms completed and attached �+'es � o 5. Phase I.Reporting Information Depth to standing water inches Anticipated construction issues Flood elevation feet Depth to bedrock inches Depth to periodicatly saturated soil inches Maximum depth of system 56 inches Elevation at system bottom 89.3 feet Differences between soil survey and field evaluation Percotation rate 30 min/inch Loading rate 0.68 gpd/ftZ Contourloading rate 12 gpd/ft Site evaluation issues/comments I hereby certify that I have completed this work in accordance with alt applicable ordinances,rules and laws. Swedlund Septic �;�� 2502 3/13/15 (Designer) (Signature) (License#) (Date) . � , � OSTP Percolation Data Sheet UNIVERSITY � f OF MINNESOTA ��„ 1. Contact Information Project ID: v 05.13.14 Property Owner/Client Gaurav and Rema Makhija Address: 1270 French Creek Dr. 2. Genera Perco ation In ormation Diameter 6 in Date prepared and/orsoaked: Method of scratching sidewalt: Nail �s pre-soak required'? �•Not required in sandy soils Soak'start time: � Soak'end hrs of soak time: Method to maintain 12 in of water during soak auto float erco at�on est ata Test hole: #1 Location: P1 Date readin�taken: 4/8/15 Elevation: 93 Starting time: � Depth*": 20 inches Soil texture descri tion: Depth(in) Soil Texture " 12 inches for mounds&at-grades, depth of absorption orea for trenches 8 beds Reading Start Time End Time Start Reading End Reading Perc rate % Difference pass (in) (in) (mpi) Last 3 Rates 1 12:15 PM 12:35 PM 10.00 8.80 16.7 NA NA 2 12:36 PM 12:56 PM 10.00 8.80 16.7 NA NA 3 12:57 PM 1:17 AM 10.00 8.90 -636.4 3918.2 No 4 1:18 AM 1:38 AM 10.00 8.80 16.7 3918.2 No 5 Chosen Percolation Rate for Test Hole#1 17.0 mpi Additional percolation test data may be included on attached pa�es Design Percolation Rate(maximum of all tests) _ �g.pp mp� I hereby certify that I have completed this worlc in accordance with all appiicable ordinances, rules and�aws. Swedlund Se tic �� 2502 4/8/15 Desi ner Si nature License# Date i . Ac�ditionat Percolation Data UNIVERSITY OF MINNESOTA _ ,�,��,,, ProjectlD: Test hole: #2 Location: � Starting time:� Depth*': �inches Soil texture descri tion: " 92 in. for mounds£t at-grades, Depth(inj Soil Texture depth of absorption orea for trenches and beds Reading Start Time End Time Start End Reading Perc rate % Difference P�S Readin in) in (m i Last 3 Rates 1 12:16 PM 12:36 PM 10.00 8.90 18.2 NA NA 2 12:37 PM 12:57 PM 10.00 8.90 18.2 NA NA 3 12:58 PM 1:18 AM 10.00 8.90 -636.4 3600.0 No 4 1:19 AM 1:39 AM 10.00 8.90 18.2 3600.0 No 5 Chosen Percolation Rate for Test Hole#2 18.0 mpi Test hole: #3 Location: Date reading taken:�� Elevation: Starting time:� Depth;': �inches '* 12 in. for mounds Ft ot-grades, Soil texture description: depth of absorption area for trenches Depth(in) Soil Texture and beds Reading Start Time End Time Start End Reading Perc rate %Differ�ence P� Readi�g(in) (in) (mpi) Last 3 Rates � NA NA 2 NA NA 3 Chosen Perco(ation Rate for Test Hole#3 m i . . �:. Additional Percolation Data UNIVERSITY � � OF MINNESOTA �� Project ID: Test hole: #4 Location: Date reading taken:� Elevation: Starting time:� Depth'*: �inches Soit texture descri tion: " 12 in.fo�mounds&at-grades, Depth(in) Soil Texture depth of absorption orea for trenches and beds Reading Start Time End Time Start Reading End Reading Perc rate %Difference P� (in) in m i Last 3 Rates � NA NA 2 NA NA 3 Chosen Percolation Rate for Test Hote#4 ��mp� Test hole: #5 Location: Date reading taken:� Elevation: Starting time:� Depth'"': �inches Soil texture description: '* 12 in. formounds&ot-srades, Depth(in) Soil Texture depth of absorption area for trenches and beds Reading Start Time End Time Start Reading End Reading Perc �ate % Difference pass (in) {in) (mpi) Last 3 Rates � NA NA 2 NA NA 3 Chosen Percolafion Rate for Test Hole#5 m � � Soil Map—Hennepin County, Minnesota 3 � � � . 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I . . � � 44°ST 1T'N 4'_✓IUS�.J .i'.1�t,[, �rl�i7[; 4510�0 454090 454100 454110 454120 4S1130 454140 �iSt;i��.; ,,_ ,_. .... ..,... 3 3 � Map Scale:1:625 if printed on A landscape(11"x 8.S')sheet � Meters � � N 0 5 10 20 30 � � Feet 0 30 60 120 180 Map projection:Web Mercata' Comer coa'dinatPs:WC'�584 [dge�cs:UTM Zone 15N WGS84 USDn Natural Resources Web Soil Survey 3/13/2015 �� Conservation Service National Cooperative Soil Survey Page 1 of 3 Soil Map—Hennepin County,Minnesota MAP LEGEND MAP INFORMATION � Area of Interest(AO1) Spoil Area The soil surveys that comprise your AOI were mapped at 1:12,000. Area of Interest(AOI) Stony Spot Warning: Soil Map may not be valid at this scale. Soils Very Stony Spot Soil nnap Unit Polygons Enlargement of maps beyond the scale of mapping can cause Wet Spot misunderstanding of the detail of mapping and accuracy of soil line .v Soil Map Unit Lines placement.The maps do not show the small areas of contrasting Other soils that could have been shown at a more detailed scale. 0 Soil Map Unit Points • Special Line Features Special Point Features Please rely on the bar scale on each map sheet for map U Blowout �Nater Features measurements. Streams and Canals � Borrow Pit Source of Map: Natural Resources Conservation Service 7ransportation Web Soil Survey URL: http://websoilsurvey.nres.usda.gov �#� Clay Spot � Rails Coordinate System: Web Mercator(EPSG:3857) Closed Depression �,, Interstate Highways Maps from the Web Soil Survey are based on the Web MerCator Gravel Pit projection,which preserves direction and shape but distorts US Routes distance and area.A projection that preserves area,such as the Gravelly Spot Major Roads Albers equal-area conic projection,should be used if more accurate �':f Landfill calculations of distance or area are required. Local Roads • Lava Flow gackground This product is generated from the USDA-NRCS certified data as of the version date(s)listed below. ^ Marsh or swamp � Aerial Photography Soil Survey Area: Hennepin County,Minnesota - Mine or Quarry Survey Area Data: Version 10,Sep 16,2014 = Miscellaneous Water Soil map units are labeled(as space allows)for map scales 1:50,000 Perennial Water or larger. Rock outcrop Date(s)aerial images were photographed: Mar 16,2012—Apr 6, 2012 -.L Saline Spot Sandy Spot The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background � severely Eroded Spot imagery displayed on these maps.As a result,some minor shifting of map unit boundaries may be evident. Sinkhole Slide or Slip 0o Sodic Spot U�SIDn Natural Resources Web Soil Survey 3/13/2015 Conservation Service National Cooperative Soil Survey Page 2 of 3 Soil Map—Hennepin County,Minnesota • � � r Map Unit Legend Hennepin County,Minnesota(MN053) Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI L4B Crowfork loamy sand, 1 to 6 0.5 42.1% percent slopes L4C Crowfork loamy sand,6 to 12 0.5 44.8% percent slopes L61 C2 Lester-Metea complex,6 to 12 0.2 13.2% percent slopes,eroded Totals for Area of Interest 1.2 100.0% u� Natural Resources Web Soil Survey 3/13/2015 Conservation Service National Cooperative Soil Survey Page 3 of 3 Map Unit Description:Crowfork loamy sand,6 to 12 percent slopes---Hennepin County, Minnesota e i1 M Hennepin County, Minnesota L4C—Crowfork loamy sand, 6 to 12 percent slopes Map Unit Setting National map unit symbol.� h4yz Mean annual precipitation: 23 to 35 inches Mean annual air temperature: 43 to 50 degrees F Frost-free period: 124 to 200 days Farmland classification: Not prime farmland Map Unit Composition Crowfork and similar soils: 90 percent Minor components: 10 percent Estimates are based on observations, descriptions, and transecfs of the mapunit. Description of Crowfork Setting Landform: Hills on stream terraces, hills on outwash plains Landform position (two-dimensional): Backslope Down-slope shape: Linear Across-slope shape: Linear Parent material: Outwash Typical profile Ap - 0 to 11 inches: loamy sand E- 11 to 20 inches: loamy fine sand E&Bt- 20 to 76 inches: loamy sand C- 76 to 80 inches: sand Properties and qualities Slope: 6 to 12 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Excessively drained Capacity of the most limiting layer to transmit water(Ksat): High to very high (6.00 to 20.00 in/hr) Depth to water table: More than 80 inches Frequency of flooding: None Frequency of ponding: None Calcium carbonate, maximum in profile: 15 percent Available waterstorage in profile: Low (about 5.6 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability c/assification (nonirrigated): 4s Hydrologic Soil Group: A Other vegetative classification: Sandy (G103XS022MN) USDn Natural Resources Web Soil Survey 3/13/2015 � Conservation Service National Cooperative Soil Survey Page 1 of 2 Map Unit Description:Crowfork loamy sand,6 to 12 percent slopes--Hennepin County, Minnesota �« �� Ns -„ Minor Components Eden prairie Percent of map unit: 10 percent Landform: Swales on stream terraces, swales on outwash plains Landform position (two-dimensional): Footslope Down-slope shape: Concave Across-slope shape: Linear Other vegetative classification: Sandy (G103XS022MN) Data Source Information Soil Survey Area: Hennepin County, Minnesota Survey Area Data: Version 10, Sep 16, 2014 U� Natural Resources Web Soil Survey 3/13/2015 Conservation Service National Cooperative Soil Survey Page 2 of 2 _---.__-�,.��,.�,.�...,.�.,_ ,J •`¢' �;' .y' ;* �' �+��", a.��" 4 * ,:1 � � � . • � .. . ` " ' "_ ' —_� . 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