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Home My WebLink Aboutseptic info ..fJ'/ '�1•`:"- �. %�' � �, `\`� ,�O ` �� . . �''� ITY of OlZONO ►I , �� ;', r'� C ` �,� Municipal Offices ti.., ,�,, ` � � , '�` '� ,+,': � �� G � S t r e e t A d d r e s s: M a i l i n g A ddress: �•4 ` ¢� 2750 Keiley Parkway P.O, Box 66 �-;�..kE3I;0:-: " Crystal Bay, MN 55323-0066 ��-_.._____.--_- Orono, MN 55356 To: The Current Owner of Address �7�J �•��` �� City Ordinance requires that onsite sewage treatment systems in Orono be inspected on a periodic basis. The onsite sewage treatment system at the above address has been inspected and the following is known about the system. A sketch of the known components of the system is available for most properties at the Orono City Ha1L Imminent Public Health Threat Yes No ,� If yes,please contact the Onsite Systems Manager at 952-249-4626 within 10 days of receipt of this notice. The septic system must be brought into compliance within 90 days. Failure to do so will result in referral to the City Attorney for legal action. System Iden ' d as Non-Compliant Yes No If yes, system must be brought into compliance by: December 31,2007 December 31,2010 � Other Septic Tank Pump out Needed Yes No The City recommends the septic tank(s) and/or lift tank be serviced and pumped out every three years. City records indicate the tank(s) were last pumped out on ��p`7- o�- . The tank(s) should be cleaned through the manhole and not through the inspection pipes,this allows for proper cleaning. Comments: � � �`,�'� � .-- Inspector: Date of Inspection �" '� � Telephone(952)249-4600 � Fax (952)249-4616 www.ci.�rono.mn.us �°� � o ,::,: o ��-�� - CITYof ORONO ,� ' ��;� � Nt�,t�t o�� . �� ' .�=�� ' �E' , �+ Stroet Address• AA�ilin`Addmaa: � � p'�"� 2750 Keiley Parkway P.O. Box 66 gg Orono, MN 55356 Crystal Bay, MN 55323-0066 o��? �� J,'v V;cw ,.l . To Current Owner: Address: � Ciry Ordinance 199 requires that each existing on-site sewage treatment system in Orono be inspected every two years. The on-site sewage treatment system�t the above address has been inspected and appears to fall into the categories checked below. SYSTEM CONFORNIITY f 1-3): � 1 "CODE SYSTEM"M IS1'S which meets all tl�e location,design and construction standards of the cuaent Orono Municipal Code. 2 "COMPLIANT SYSTEM" An ISTS which does not meet all the location,design and construction standards of the curnnt Orono Municipal Code but dces meet the three foot separation requirement or two foot requirement for systems instalied 1996 or eadier,end which is not failing or en immimnt threat to public health or safety. ' t3�'NON-COMPLIANT SYSTEM" A prohibited ISTS;�ISTS located wit6in a designated 100-year 800d p(ain,any ISTS which may �J or may not meet all the location,design,or construction standards of the current Orono Municipal Code aod whic6 is failing for any reason;and any ISTS with less than tfira fieet of unsaturated soil or sand betwcen ihe distribution device and d�e limiting soil characterisdcs. TANK CONDITION(5-7): � �mspection indicates: Pum.pout not needed at this time. 6 Septic tanks must be pumped out this year (city code requires tanks to be pumped out once every 3 years. Tank was last pumped 10=7- 0�— ). Make sure seutic tanks sre numped through manhole and not through white inspection aiaes. This allows for the proQer cleanin¢. Keep water softner and iron filter dischar�e out of sentic svstem. 7 Inspection risers missing-tanks could not be inspected. Inspection risers(4"dia.pipe)must be installed in each tank. If tanks have not been pumped out within the last three years,they should be pumped out now. DRAINFIELD CONDITION 8-10 : � 8 Drainfield is dry,no surfacing evident. 9 Some evidence of surfacing,not critical yet. 10 Drainfield is saturated and visbly discharging untreated effluent to the surface. Contact the City Inspector immediately.Repairs must be completed wit�in 90 days. COMA�NTS: DC c,.�C-i�\� �S �Or.-c.o�--�\.-� q.� r.��- b`. (`Lp�n�d � \1.-��''2olt1 - �C�J a� <✓�- :c� cc�-;t� :, c5 CSdt U� r�,.�c�\ , iti� ,�.� � � �rs- cti S b�,� d�, � �_ °�-1�-0� �� - Date of Inspection Mett Bolterman- Sepdc System Inspector Note: In the event th�this inspxtion report is us+ed to satisfy die require�nts for a nw�tgage or other transfer of property,be advised that this report dces not guatantx �certify thet m existing sys�r,nn will cantin�to functia�properlY,but is rt�rely�opinion ofthe adoquacy of tl►e sys0em wuler corrent conditioas base.d on the svailable infurtn�ion. T1depLone(952)2�9-4G00 • Faa(952)249-4616 �vv►vr.ci.orono.mn.ais � O� O .:�� O ��T� CITY of ORONO , � ��, , � c��l'�;�� ti . ,'�`, MunIcipalOt�ices �}� �� '1 y',��i�� Street Addross: Mailln�Addross: EggO¢ 2750 Keiley ParkwaY P.O. Bouc 66 Orono, MN 55356 Crystal Bay, MN 55323-0066 Owner: C�a;q ��q.,den�vP9 Address:_ a 77S S:� r V:�+,. �� City Ordinance 199 requires that each existing on-site sewage treatment system in Orono be inspected every two years. The on-site sewage treatment system at the above address has been inspected and appears to fall into the categories checked below. SYSTEM CONFORNIITY f 1-3): 3 1 "CODE SYSTEM" An ISTS which meets all the locatioq design and cocutiudion standards of the cuirent Oroao Municipa!Code. 2 "COMPLIANT SYST'EM" An ISTS which does not meet all the locatioq design and cocutructioa standac�d4 of the wn�t Orono Municipal OCode but does meet the three foot separation reqaiteme�,aad which is not failing or an inuninent threst to public heaith or aafety. 3 "NON-COMPLIANT SYSTEM" A prohibited ISTS;an LSTS located withia a designated 100-year flood plain,my ISTS which may or may not meet all the locatioq design,or rnnshuction standard4 of the cuaecrt Orono Municipai Code and which is failing For any reason;and any ISTS with less than three feet of unsatucated soi(or sand betweai the distnibution device and the limitiag soil characteristics. T.ANK CONDITTON(5-10): s Tank inspection indicates: � ( � 1 Pumpout not needed at this time. \./ 6 Tank must be pumped out this year (city code requires tatilcs to be pumpad out evay 3 yeazs. Tank was last pumped ��-9� � 7 Solids accumulation in tanks is at a critical a aiticalleveL Tanlcs should be pumped out as soon av possible. 8 System is discharging to the surface. Taaks must be pua�ped out within 48 houts to eliminate surface discharge. 9 Inspection riscrs missing-tanks could not be iospected, Lupection risers(4"dia pipe)must be in.sW led in eaeh tanlc at next pumpout 1f tanks have not bern pumped out within the la4t three yeacs,they should be pumped out now. 10 Inspection pipe is located directly over tank ba@le(dces not give accurate measurement of solid4 accumulation). If tanks t�ave not been pumped out within the last three years,they should be pumped out now. D IELD CONDITION 11-14 : 1` 11 Drainfield is dry,no surfacing evident 12 Some evidence of surfacing,not critica(yet 13 Drai�etd is saturated and visibly discharging uNreated e&lurnt to the surface. Corrtact the C' completed within 90 days. rte tt3'�P�or immediately.Repaus must be 1� Draintia(d extrnt and condition unknown. ` COMN�NTS: 5�5-tc�. '�S h�,..- C��.D I'S••�r' d vc. tD �qcK d-� 3 �dbJ- StP�c4-�•'.b.. bc .,rc� b �,. a-�- k�c.. �c S � e o�� . lste. � �i- (-La�d , cA •S t q� � Lu. ��o °�"S�� C Date of Inspec6on Se 6c S ' p ystem Inspector Note: In the evrnt that ti�is inspation repoR is used to satisfy the tequinmenfs for a moctgage a otha trangfer of property,be advised that this repoR does not guanntee �certify that an esisting system will continue to function properlY.but is metely an opinion of the adequacy of the system under cuirent coaditia�s based on the available infcrmalioa �°� o �� o �� CITY of ORONO .� �� ,�• ``"�:qn (�, Municipal Offices \, r��'�`'��'�'��'j G~ ! �� '',� Street Address: Mail�ng Addrou: ��g�KO�' . 2750 Kelley Parkway P.O. Box 66 Orono, MN 55356 Crystal Bay, MN 55323-0066 � Owner: Address: 2775 Silver View Dr. Permit #'s: 2092 Dates: 8/18/89 Cont ctors: Clover Hill Co. (This is [� an existing system [ ] new construction) . SYSTEM COMPLIANCE (1-3) : 3 1 Code System: Meets or exceeds current City standards in all respects relating to design, construction, and location. Appears to be operating properly. 2 Compliant System: Does not meet all current City standards for new construction, but in most respects appears to be designed, located, and constructed in accordance with previous codes and is functioning properly. � Non-Compliant System: System may or may not meet current City standards for design, construction, or location, but is failing to properly treat and dispose of the current input; and any system with less than three feet of vertical separation between the bottom of the drainfield and the saturated soil level. (The saturated soil level is [� or is not [ ] identified under this septic system. If the saturated soil level is not identified, this classification is subject to revision.) NK CONDITION (5-9) : 5 � 5 Pumpout not needed at this time. Solids accumulation in tanks indicates they should be pumped out this year. 7 System is discharging to the surface. Tanks must be pumped out within 98 hours. 8 Inspection risers missing-tanks could not be inspected. If tanks have not been pumped out within three years, they should be pumped out and risers installed now. 9 Inspection pipe is located over tank baffle-ca.-. :.ot measure solids accw�ulation. Zf tar.!<_ have not been pumped out within three years, they should be pumped out now. 10 One or more tanks are cesspools, which means the septic system is non-compliant. (The tanks are [ ] or are not [ ] water tight or the condition is [�] unknown. If the tanks are not con£irmed to be watertight, this classification is subject to revision.) INFIELD CONDITION (11-14) : 11 Drainfield is dry, no surfacing evident. Some evidence of surfacing, not critical yet. Repair is not required at this time. 13 Drainfield is saturated and visibly discharging untreated effluent to the surface. Contact the City Inspector immediately. Repair must be completed within 90 days. 14 Drainfield extent and condition unknown. POTENTIAL FOR SYSTEM FAILURE: (system age and condition, soils, etc.) : medium CO[VIIKENTS: In order to confirm that your septic system meets Minnesota standards, soil borings were performed to verify a 3 foot separation between the drainfield and the seasonal water table. The separation is 0.6 feet and the system is non-compliant. Repair or replacement of the septic system is required by 12/31I2009. �-"T_q� Date of nspection e c System Inspe or Note: In the event that this inspection report is used to satisfy the requirements for a transfer of property, this report does not guarantee that an existing system will continue to function properly, but indicates the operation of the system under current conditions. Telephone(612)249-4600 • Fax(612)249-4616 CITY OF ORONO �O� Municipal Offices O O Post Office Box 66 Crystal eay, MN 55323-0066 a � ON—SITE SEWA(�E TREATNIENT INSPECTION RSPORT ti H ��9k o��p ESH Owner: � W Address• ' � Permit �'s: Dates: ��b'�O 1 Contractors: • City ordinance number 100 requires that each on-site sewage treatment system in Orono be inspected on a regular besis. The on-site sewage treatment system at the above address has been inspected and appears to tall into the category checked below. (This is � an existing system [ ] new construction) SYSTEM CONFORMITT C1-3): 1 "CODE STSTEM'�-A system which meets all the location, design, and construction standards of the current City Codes, and which is operating satisfactorily by treating and disposing of the entire current sewage input without discharging any pollutants into ground or surface waters. 2 "CONFORMING SYSTEM"-A system which does not meet all the location, design, and construction standards of the current City Codes, but was installed according to the code in effect at the time of instatlation, and which is operating satisfactorily by treating and disposing of the entire current sewage input without discharging any pollutants into ground or surface waters. 3 "NON-CONFORMING SYSTEM"-A prohibited system; a system located within a designated 100-year floodplain; any system which may or mey not meet all the location, design, and construction standards of the current City Codes and which is failing for any reason; and any.system with less than 3 feet of unsaturated soil or sand between the distribution device and the limiting sotl characteristics. (The limiting soil characteristic p�has or [ ] has not been identified at this time. [f the limiting soil characteristic has not been identi`�ied, this classification may be subject to revision.) TANK CONDITION (5-10): Tank inspection indicates: � � Punpout not needed at this time. Solids acc lati n 'n tanks indicates they should be out this year to help prevent futur i accunu ation in a ssi e. 8 System is discharging to the surface. Tanks must be punped out within 48 hours to eliminate surface dischar$e. 9 Inspection risers missing-tanks could not be inspected. Inspection risers (4�� dia. pipe) must be installed in each tank at next pumpout. lf tanks have not been punped out within the last three years, they should be pumped out now. 10 Inspection pipe is located directly over tenk baffle (does not give accurate measurement of solids accumulation). If tanks have not been pi�nped out within the last three years, they should be punped out now. DRAINFIELD CONDITION (11-14): Dr nfield inspection indicates: /� Drainfie[d is dry, no surfacing evident. �•ii Same evidence of surfacing, not critical yet. 13 Drainfield is saturated and visibly discharging untreated effluent to the surface. Contact the City Inspector immediately. Repairs must be completed within 90 days. 14 Drainfield extent and condition unknown. LiMITING SITE FACTORS (sloce.setbacks.etc.): � POTENTIAL FOR SYSTEM FAILURE (decends on soils.water table,etc.): .�� COMMENTS: / � � � Date of nspection Sept' Sys em Inspector Note: In the event that this inspection report is used to satisfy the requirements for a mortgage or other transfer of property, be advised that this report does not guarantee or certity that an existing system will continue to function properly� but is merely an op�n�on of the adequacy of the system under current conditions based on the evailable tnformatton. This report must be kept on the premises with the system locetion and ptanping records. WHITE COPY/I�spectors File YELLOW COPY/Homeowner CITY OF ORONO �O� Municipal Offices O O Post Office Box 66 Crystal Bay, MN 55323-0066 � � ON—SITE SEWA(�E TREA'1'MBNT � �, INSPECTION REPORT ti ��9kESH��'�G Owner: Y � Address: ��S . ,/'//�/1� I�PiL✓ U� Permit �'s: � Dates: � — Contractors: ��O1�P� tT1/I l�. City ordinance number 100 requires that each on-site sewage treatment system in Orono be inspected on a regular basis. The on-site sewage treatment system at the above address has been inspected and appears to fall into the category checked below. (This is �, an existing system [ 7 new construction> SYSTEM CONFORMITY (1-3): � "CODE SYSTEM��-A system which meets all the location, design, and construction standards of the current City Codes, and which is operating satisfactorily by treating and disposing of the entire current sewage input without discharging any pollutants into ground or surface waters. 2 "CONFORMING SYSTEM"-A system which does not meet all the location, design, and construction standards of the current City Codes, but was installed according to the code in effect at the time of installation, and which is operating satisfactorily by treating and disposing of the entire current sewage input without discharging any pollutants into ground or surface waters. 3 "NON-CONFORMING SYSTEM"-A prohibited system; a system located within a designated 100-year floodplain; any system which may or may not meet all the location, design, and construction stendards of the current City Codes and which is failing for any reason; and any system with less than 3 feet of unsaturated soil or sand between the distribution device and the limiting sotl characteristics. (The limiting soil characteristic � has or [ ] has not been identified at this time. If the limiting soil characteristic has not been identified, this classification may be subject to revision.) TANK CONDITION C5-10): Tank inspection indicates: 5 Pumpout not needed at this time. 6 Solids accunulation in tanks indicates they should be punped out this year to help prevent future problems. 7 5olids accu�lation in tanks is at a critical level. Tanks should be pumped out as soon as possible. 8 System is discharging to the surface. Tanks must be pumped out within 48 hours to eliminate surface dischar�e. 9 Inspection risers missing-tanks could not be inspected. Inspection risers (4�� dia. pipe) must be installed in each tank at next pumpout. If tanks have not been pumped out uithin the last three years, they should be pumped out now. �0 Inspection pipe is located directl over tank baffle (does not give accurate measurement of solids accumulation). If tanks have not been pu�out within the last three years, they should be punped out now. DRA[NFIELD CONDITION (11-14): Dr,�field inspection indicates: (1V Drainfield is dry, no surfacing evident. 'T� Some evidence of surfacing, not critical yet. 13 Drainfield is saturated and visibly discharging untreated effluent to the surface. Contact the City Inspector immediately. Repairs must be completed within 90 days. 14 Drainfield extent and condition unknown. LIMITING S1TE FACTORS (slor�e,setbacks.etc.): POTENTIAL FOR SYSTEM fAILURE Cdepends on soils,water table,etc.): `.p� COMMENTS: � ' � � Date of Inspection Se ic S stem Inspector . Note: In the event that this inspection report is used to satisfy the requirements for a mortgage or other transfer of property, be advised that this report does not guarantee or certify that an existing system will continue to function properlyi but is merely an opinion of the adequacy of the system under current conditions based on the available information. This report must be kept on the premises with the system locstion and p�ing records. WHITE COPY/Inspectors Fite YELLOW COPY/Homeowner On the North Shore o f Lake Minnetonka ON-SITE SEWAGE TREATMENT INSPECTION REPORT � POST OFFICE BOX 66 1335 S. Brown Rd. � � � Crystal Bay, MN 55323 473-7357 OWNER � ADDRESS ��Z��✓�r �//��✓ +�//� PERMIT NO.'S. DATES d'��-a � CONTRACTORS -�/��A ��d� City Ordinan� No,210 requires that each on-site sewege treatment system in Orono be inspected on a regular basis.The onsite sewage treatment system at the above address has been inspected and appears to fall into the cetegory checked below. (This is � an existing system ❑ new construction) �� Mests or exceeds current City standards in all respects relating to deaig�,construction,and location.Appears to be operating properly. � 2 Does not meet all current City stsnderds for new construction (1978 Code) but in most respects appears to be designed, located, and constructed generally in accordance with previous codes.System appears to be functioning properly;no major upgrading of the system is required at this time. � 3 Does not mest current City standards in many respects relating to desig�,construction,or location.Appears to be o�rating adequately at this time,but has a relatively high potential for future problems. No major upgrading of system is required at this time. � 4 System may or may �ot meet current City standards for design,construction or location,but is failing to properly treat and dispose of the current input,a�d is endangering a water supply,or is a source of poltution to surface or groundwaters,or is creating a safety hazard,or is otherwise creating a public nuisance.Please contact the City Inspector to discuss system repair/ replacement procedures. If drainfield replacement is necessary,soil testing will usually be required,and a design and site plan must be submitted for review.Your contractor must obtain a permit before work is started. SYSTEM CONDITION (m Checked items may require your action) Tank i�spection indicates: ❑ Inspection pipe is loceted directly over tank baffle.(Does not �Pumpout not needed at this time. give accurate measurement of solids accumulation.) If tanks Solids accumulation in tanks indicates they should be pump. have not been pumped out within the latt three years,they ed out this year to help prevent future problems. should be pumped out now. ❑ Solida accumulation in tanks is at a critical level, Tanks Dreinfield inspection indicates: should be pumped out as soon as posaible. �Orainfield is dry,no surfacing evident. ❑ System is discharging to surface. Tanks must be pumped ❑ Some evidence of surfacing,not critical yet. within 48 hours to eliminate surface discharge, ❑ Drainfield is saturated and visibly discharging untreated ❑ Inspection risera missing—tanks could not be inspected. efftuent to the surface. This condition may require replace- I�spection risen (4"dia. pipe)must be installed in each tank ment or additions to drainfield. Contact the City Inspector at next pumpout. If tanks have not been pumped out within immediately.Repairs mutt be completed within 90 days. the last three years,they should be pumped out�ow. O Drainfield extent and condition unknown, SITE CHARACTERISTICS: Limiting Site Factors Potential for System Failure Site Capabilities for ❑ Slope (depends on soil types,water Futu e Expansion ❑ Soil table and system co�dition) '�-Adequate ❑ High water table �Low O Fair ❑ Lot size ❑Medium ❑Poor ❑ Lake,wetla�d,or stream ❑ High ❑ Inadequate ❑ Drainage ❑System is causing visible surface discharge. COMMENTS: 7-a 9 9� Date of Inspection S tic System nspector Note: In the eve�t that this inspection report is used to satisfy the requirements for a mortgage or other transfer of property,be advised that this report does not guarantee or certify that an existing system will continue to function properly,but is merely an opinion of the adequacy of the system under current conditions based on the available information. This report must be kept on the premises with system location and pumping records. WHITE COPY/Inspector's File GOID COPY/Homeowner - _ _. _ _ _ , _. _ _ APPL2C�TION FOR S�PTIC SYSTE��i P�tM2T CIT`� OF ORONO _ Box 60" (1335 Sa Brcwn Rd) - � C�ystal Bay, �7 5�323 *::*�ff�*#f::*:rfff****t*�f*f�rf�*ft#ft*�##�****�#t#ft#�*f#fff*f*�**�*�*f*#�t General Instructions: - -- - - I. You may a�� Iv for segtic system permits by mail or in person at the City offices. However, pe�its wi1Z not be mailed out and must be pic?�ed up ia persaa at the City offic�s. 2 . P��its are not valid until you receive a Fe�it card. 3 . Work must not begin unless the germit card is available on the job site. . 4. Per:nits will be issued onl.y to contractors holding a City of Orono Septic System Installer`s Lic�*�se. 5 . A?I work must be done in accordance with the agproned septic syste� des�.gn. Design re�orts are nct considered approved unless accompanied by tne "City oi Orono Septic Syste� A��roval" cover sheet signed by t�e City Inspector. � 6. The following ins�ections will be required for all septic syste�s : a) Pre-instal.lation site ir.s�ection to include inspector, ins�al ler, and ge*�eral cantrac�or. b ) Tank instal lation Frior to covering. c? Drainzield t�ench installation prior to covering. (r^or mounds, inspection is required after rough-ug but prior to sand placement, and again during pressure distributioa piping iastal I.ation in the roc?c bed.) d) Final inspection to verify proger final cover depths and to verify that alI pum� station (where required) com�onents are functional and comp Iy wit.� codes. 7 . Individual holding MPCA Insta?Ier Cartificate shall be present during a?1 inspections. 24-hour nctice is required for all inspections . *f**��f**f:***:**�:***�#****�:**�***�*t:****�:*�*�:**�****�***��**�:::��*#* ;� . � , ,. . � ,, �• JOB SITS ADDRESS. ,!� / �-' ��"�-': •� '"�`'`�� J r"�� Occugancy Type: Residential �`,� Commercial Other � ,� ., �� Owner's Name: � I;,ti,� ,;,�� k��-.Y� Prone: .%-� � �- � ' Mc3111I1g AdC�tESS: �� -•-1 �� /%_,.�i�� i(� :�---� �.'1t�73 �f%�.��/��1��c�.�� i].D: ..�. �� 7�% , �; , , ------- , '�l / � � :�J>. �{��"/ Septic Contractor's Name: �%�,;�;; e�- 1�./r /� � �� . ,-j�� Bus. Phone: �� ,� � i >`�. Mailing Address: �f i ,�� ;%�';`� �t, City: ��J%<,�.a��,: ��., ... ZiP: � �-� -� �� #3�Irf7t*t�r�t**��t�ltf#�t!#�ta�lr�t�t�es��]rY�t�tyr�z�t�yr�t�t?��**�t#*atyrat�lr�t*�t�t �t�e�t�e_t�t�t��F#xt�x�tit�t�tf - over - - _: i � ---_____—_.___�_ _.._ _ ___._--------;.^__._ �, - -- --- -- -..._.�_�.._ . - --•.. _ _ .. __.,.. ._ . _. .__ _,.�. .._._..,....,� . __ .. -- ._ -- _ ,...., .. _ _ , , � ._.� . - e�.-r�_.. _._._ ---'�-- ."_..� ._.�� . .-h ..�-... . _..._. � ._ .. ._ ._.. . ._ _ .,... .. .._, �-.. _ . . _, _.... SBPTIC SYS�'�i PERMIT APPLIC�TON - PAG� 2 Pe�i.t Type � Fe�s (czec..� oae) : _ - Ve�a Construc�ian, Full Syst� $75. 00. . . . . . . . . . . : . . . . . . . - �e�I.ac� Exis�ing Syste� (I or more new tanks & drainfield) $�0.00. . . ?a�tial Replace�ent (replac� just tanks or just drainiie?d) $30. 00. . . '�.50 State surcharge added to above Fer•nit fees � � �� = S�E FEE SCHEDIILE FOR NON-3ESIDENTIt�L PERMIT rEES DO NOT MAIL P�iYI�:NT WITH THIS gPPI�IC�TIOA ***ff**f****�f*#�f#***f*****�********ft��#*:*f�*****f****#t**f**�t*��*f*�* OT$: Aaplicant must initial alI s�aces. FiII in alI azpro�riate blanks, chec�s aII. approcriate boxes. �:iti.al : � � ,, �� 1. I have received a copy of the syste� desicn including the . City of Orono Se�tic System A�nroval. Cover Sheet. ��I�r� 2. I will be installing the following: � ' ' A. Tanks: �1 Precast Concrete �Other Manufacturer ' :�-x-�'" Tank Canacities: I) ��11.:� aal. 2) ;�":> ga?. 3 ) i/ ,�:'�✓ 9a1. , B. Pump Station (if required) . Pum� make & model/�,/�.-/�<��t ��'-` '� (attacZ gumn C`1Z'Ve & literatsre) ; syste� ciesign requires - v gF� at ''! feet of head. High water al.arn make & model 'U-,� �J�� Outside ele�trical. work to be com�leted by �iastaller electrician other Inside electrical wor?c must be campleted by electrician. C. Treatment System: 5 Trenches: ��'%� s.f. Mound Depth of roc?c below pi�e I �__ " Roc?c bed dimensions _'x ' ,�- Drop Boxes Sand bed dimensions 'x ' Distribution Box Pressure Dist. Pipe Diam. " Manifol.d Pige Diam. " D. Final Cover/Togsoil to be: � borrowed from site " _ (show Iocation on site plan) ._ _ ._ _ trucked in - :�::****:**�**#:::**f*f:**:*:t**::*��***:::�f:�*f:#*f�***#�:***�:*f***�* � undersigned hereby applies to the City of Orono for issuance of a tic system instal lation permit, agrees to do aI.I work in strict �rdance with the ordinances of the City and the regulatioas of the State �tinaesota, and certifies that all statements made on this application comp lete,. true and correct. - � _ _ � � 7 i. , � � ' / � �� , , �-�' �� '�, ��i*,��_ Date: ,, �' � :ature of AFplicant: ��a_ — - Certification No. : � ��' t /� ` - � _ { _. . i � i I � , F-15 PUMP SELECTION PROCEDURE � A. Determine pump capacity: 4; 1. Minimum suggested is 600 gallons per hour (10 Rpm) - to stay ahead of water use rate 2. Maximum suggested for delivery to a drop box of a home system is 2700 gallons per hour (45 gpm) to prevent buildup of pressure in drop box 3. Use value from design of pressure distribution system r SELECTED PUMP CAPACITY . . • . • • • • • • • • • • • • � `� RPm B. Determine head requirements: 1. Elevation difference between pump and point of dischar�e �� feet •• 2. If pumping to a pressure distribution system, add 5 feet for pressure required at manifold . . . . . . . . . . � feet " 3. Friction loss a. Enter friction loss table with gpm and pipe diameter. . Read friction loss in feet per 100 feet from page F-18. � � '� F." L. = ft/100 ft �_ �r`� b. Determine total pipe length from pump to discharge � point, Add 25 percent to pipe length for fitting ?� " �� loss, or use a fitting loss chart. Equivalent pipe_ , �, length = 1.25 times pipe length = 1.25 x ;�=� _ / % `, feet � ' c. Calculate total friction loss by multiplying J ,_ ti , friction loss in ft/100 ft by equivalent pipe .(, length. ! �'';�� Total friction loss = / � ' x t� : a�� _ � � � feet �� J 4. Total head. required is the sum of elevation difference, ��;,!> special head requirements, and total friction loss. 1_: + + �s� � TOTAL HFAD . . . . . . . . . . . . . . . . . . . . . . � � f e e t C. Pump selection 1. A pump must be selected to deliver at least ��-� gpm with at least ' '=� feet of total head. D. To maximize pump life select sump size for 4 to 5 pump operations per day. E. Calculate drainback 1. Determine total pipe length, feet. 2. Determine liquid volume of pipe, gallons per 100 feet. (See page E-18) � 3. Multiply length by volume: Drainback quantity = feet x gallons/100 ft = gallons 4. Suggested drainback quantity is 10 percent of pumped quantity. �, A larger drainback percentage will decrease pump station efficiency slightly but pumping energy costs are usually a relatively small part of the total household energy costs. � � � - • • i ' ' • • - OSP33 : 1/3 HP—MAX.SOLIDS 5/8��SPHEHE—1750 RPM . pvailable in automatic or ' ; Z� manual. '' • Completely submersible. • Non-clog bronze impeller. � 20 • No suction screens to clean. ' 4 • 011-filled, double ball bearing w,e �tiA motor with built-in overload ,�, = protection. [ O y. w y. " Q � _�2 T{�L�.1�.rf +^ 1� . t.. .t Ya,.�b ,«. o • Rugged cast iron construction. k e • Completely field serviceable. AMPSA�T�.115V. � 1 1/�.��NPT discharge. � � ��` 85,AT 230✓36 { I �0 10 � � � � � I U.B.OALLONS PER MINUTE SPD50H/SPD lOOH t/2�nd 1 HP—MAX.SOLIDS 3/1��SPMERE—3450 RPM . Available it►manual or � I °0 automatic. � �` � ' • Dual seals standard. Seal �""` ' � 6PD�OO�N fatlure sensor capability �� FULL LOAD •MP9 AT 1� _�"'° available (to be wlred to an = fULILOAD � w ��° ��s�" alarm device)on manual pumps. � ,b,.�� _ � � • Open two-vane sewage type ��.�` �� ,� �,, impeller. �� `' � �,, • Pump shaft and all fasteners are � � �� ;� ° F�°�°�•� stainless steel. � v.�e�iiio'v'e:�x �'':'" - • 1/2 HP(SPD50E-�and 1 HP ` �� .t�., ,o (SPD 100f� motors. Ball bearing ;�� ,-<q, � construcUon and oil-filled. : �� • 2"NPT discharge (3"flange � 0 0 ,� w � � ,� ,� ,b ��:: Yl OALLOMt�EII WNUTE optional)• ` : SKHI)150 ��; .�. , ,�o 1+hHP—MAX.SOLIDS3/4��SPHERE-3450RPM . �mi-open thermoplastic ^:� ; - impeller. ;�. • 1 1/2 HP, oll-8lled motor. �'�' • Pump shaft and all fasteners aze ' __ stainless steel. � � FUIL LO�O • 1 1/2"NPT discharge. _ _��' • Spring loaded mechanical seal o � ��°�`'�' with carbon and ceramic faces. z�.s.�. .�a.� • Pump-out vanes on rear shroud , of impeller. ��`'��` °o ,o zo ao �o so eo �o . Du11 se1L9. Se11 falluPe sensOr U.S-OALLONS PER MINUTE capabllity avallable (to be wired to an alarm device). �',� ,-; ��.s..� �