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HomeMy WebLinkAbout2003-P06610 - septic PERMIT CITY OF ORONO Permit Number: 2750 Kelley Parkway - PO Box 66 Po66io Crystal Bay, Minnesota 55323 Permit Type: septi� (952) 249-4600 Date Issued: ��3i�2oo3 SITE ADDRESS: 2740 Deer Run Tr E L.ong Lake,MN 55356 P I D: 04-117-2 3-13-0010 DESCRIPTION: Proposed Use: Residential Permit Class: General Permit Type: Septic Permit Sub-type(s): New Septic System DETAILS: Approved per resolution#: Separate pernuts required: NOTICES/REMARKS: FEE SUMMARY: Pernut Fee: $ 100.00 Valuation: $ 0.00 State Surcharge Fee: $ 0.50 TOTAL FEE: $ 100.50 APPLICANT: Pamode Bros OWNER: Mary Stuart Fox 23200 109th Ave 2740 Deer Run Tr E Rogers,MN 55374 Long Lake,MN 55356 THE UNDERSIGNED HEREBY REQUESTS PERMISSION TO MAKE THE REAL IMPROVEMENTS SPECIFIED AND AGREES TO DO ALL WORK IN SI'RICT COMPLIANCE WITH ALL CITY OF ORONO ORDINANCES AND STATE OF MINNESOTA BUILDING CODE REQUIREMENTS. /'/ � _. ; ! �� ' ,%/ ��. � �--� APPLICANT PERMITEE SIGNATURE S UED BY SIGNATURE Copies: 1-File(Si�nitures Required), 1-Anolicant, 1-Monthlv Reports, 1-Assessin�, 1-Finance Page 1 . ' . f CTTY OF ORONO SEPTTC SYST'EM PERI�IIT APPLICATION Box 66 (2750 Kelley Parkway) Crystal Bay, Mn 5�323 � _ � -- JOB SITE ADDRESS ���� ���- R �� (��,`L- �'�i S % Occupancy Type: Residential�„ Commercial Other Permit Type: New or Replacement System $100.00 �--- Repair Existing System $ 50.00 (Tanks or Drainfield) $0.50 State surcharge added to above fees * See fee schedule for non-residential permit fees Owner's I\'ame: ����� ���RK�^i Phone Number: �/z - g'oS- �S�-(�� Mailing Address: City: Zip: Contractor's Name: � �i N�.�w ,;s . Phone Number: 7� 3 _ yz4f- 7��1:� Nlailing Address: 7.32���5 (o�� ����- , �% City: �oG�xs Zip: S'S'3��� *** DO NOT MAII., PAYMENT"'ITH THIS APPLICATION*** GENERAL INSTRUCTIONS 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. 2. Permits will be issued only 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. Design reports are not considered approved unless accompanied by the "City of Orono Septic System Approval" cover sheet signed by the City Inspector. 4. The following inspections will be required for all septic systems: A. Pre-installation site inspection to include inspector, installer, and general contractor. B. Tank installation prior to covering. C. Drainfield trench installation prior to covering. For mounds, inspection is required after rough up but prior to sand placement(sand will be jar tested for silt content), and again durin; pressure distribution pipin� installation in the rock bed. D. Final inspection to verify proper final cover depths and to verify that all pump stations (where required) components are functional and comply with codes. 5. Individual holdin�1�IPCAInstallers License shall be present durin�all inspections. A 24-hour notice is required for all inspections. . � ! . NOTE: Applicant must initial all spaces. Fill in all appropriate blanks and check all appropriate boxes. � 1. I have received a copy of the system design including the City of Orono Septic - System Approval Cover Sheet. 2. I will be installi g the following: A. Tanks: C�Precast Concrete Other Manufacturer [=��L�S Tank Capacities: 1) /h S c:� gal. 2) �, c� gal 3) (ZSG gal B. Pump Station (if required) Pump make& model ��,,�,L✓� S (attach pump curve & literature); system design requires �S'. � gpm at "ZS. `� feet of head. High water alarm make & model A,�c tF�e �_ � ,,,_,��_;%,•� . Outside electrical work to be completed by installer�electrician other. C. Treatment System: Trenches: s.f. �Mound Depth of rock below pipe " Rock bed dimensions lo ' x 75(' Drop Boxes Sand bed dimensions,/�_�' x,�' /.30�c �C� Distribution Box Pressure Dist. Pipe Diam. �Z " " Manifold Pipe Diam.� � � " � � �— D. Final Cover/Topsoil to be: (/ borrowed from site �show location on site plan) trucked in The undersigned hereby applies to the City of Orono for issuance of a septic system installation permit, a�rees to do all work in strict accordance with ordinances of the City and the regulations of the State of Minnesota,and certifies that all statem, ts made on this application are complete,true and correct. , Signature ofApplicant , ' � � Date: �� J �S MPCA License No. � �S � -------------------------------------------------------------------------------------------------------------------------- Staff Rei�ie�v: Approval _ Denial Reviewer: Date• Reason for Denial: . SEPTIC SYSTEM APPROVAL . _ . . � Prepared �o�: Brian & Susaz� �arkin Prepared by; Advanced �n-Site Inc. P�epaxed; June 21, 2QQ2 �ITY QF ORONO SE'PTiC PF�MIT'����1Y�tEVIEW �NSPE�TUR,,,,.;,,,:� ,� DA7'B 7` f�-tl PERMIT NO ______� APPRO'YEQ AS S[SB�lPi"'t'EA AMROVEp WITH CORRECTIf11d3 A9 Nt7f�0 liMOt'A�P�OYCsD-CORRBC'1'!RF.SUA�1tT 'jMM1 N�uom�b M�Ibr�r iwfotmaiw�. Ai!work shall be doa� i�hil�oY�plfaM00 UrhA+d1 tippticaWe aeptic Rnd zoning codo. Zot 3 Block 1 ����..�.,,���-�.,�Y��,R�h;.m,�. . fiiit 3'�i1rAK�it��l'l'B RT ALL TtMES Cr�rsta.l Ba� Preserve z0 ��tid 8Z85-586-ZT9 ET�OT �00z/60/La � PERCOLA.'�`�ON TEST DATA SHEET Percola,tion Test Readings made by Tom Klanchn�7�on June 21, 2002 starting at 4:04 pm. Test T-�ole T,ocation: Lot 3 Block 1 C�ystal Bay Preserve,Hole Numb�r: P1,bate hv�e was prepared: 6/20/02 Depth of hole bottom,is �2 inches, Diameter of hole is 6 iz�ches. Sail data from test hole: Depth um rnches Soi�Textt�e 0"-- 12" 10 YR 2/2 Loa�n Method of scratching sidewall is 2 x 2 rx�ith na�s. Depth of gravel in hole is 2 inches Date and hour of mitial water filling 6/2Q/02, 7:30 pm T�epth of initial filling is 12 iuches above bottom. Method used to mamtam at least 12 inches of water depth m hole�az at least 4 hn�r.rs is Automatic Refill. Ma�imum'Water depth above hole bottam duruig test�is 8�;ches. Time Tune Tr�terval, Meast�emeut, Tlrop in Water Pezcol�tion Rate Remarks Minutes Inches Level,Inches Mmutes�'er Tnch 4:00 -------__�..___ �� ��__�.,__--- -_�_�_.._.....Y_.�- 8"'GVater�Tead 4:10 10 Minutes 6 3/4" 1/4" 40 R,efill to 8" 4:20 10 Minutes 6 3/4" �/d�" 40 Refill to S„ 4:30 10 Minutcs 6 3/4" 1/4" 40 Percalation Rate=44 Minute�Pe�r Inch �0 ��Jt7d 8Z85-586-ZZ9 CI�OZ E00Z/69/L0 - -- - --- .. . � PERCOLATYON TEST DATA SH'EET Percolatian T�st Readings made try Tom Klanchn�c an Jwae 21,2002 startmg at 4:00 pm. Test Hole Locati,on: Lot 3 Slock I Ctystal Bay Preserve, Ho�e Number: P2,Date ha�e was prepared: 6/20/02 Depth of hole bottam is 12 inches,Diameter af�o�e is�uiches. 5oi1 data frora test hole: b th in Tcbc�es So�1 Te7cture 0"-- 12" I4 YR 2/2 Loa.m Method of scratchmg sidewall is 2 x 2 with na�7s. Depth of gra�rel�bale is 2 mches Date and ha�rr o£nniti,al watez fi.Il�g 6/20/Q2, 7:30 pm Depth of initial fillix�,g is 12 inches above bottom Method used to mamtain at least 12 mches of water degth m hole for at least 4 k�ours is Automatic Refill. Maxim��V'ater depth above hole bottom during test is 8 inches. Time Time Inter�cral, Measurement, Drop zn Water Percolatian R.ate Remarks Iv�imrtes rnch,es Level,inches �.utes Per Tnch 4:00 ---------------- 7" ___�...._..__..----- -�..__,,,,���� g" �V'ater Head A�:10 10 Mun�es 5 5/8" 318" 27 Refill to S" �:24 14 Mmutes � 5/8" 3/8" 27 Refill to 8" 4:3 Q 14 Iv�inutes 6 5/$" 3/8" 27 ����� Percoiation Rate=27 Min�ates Per Tneh �� �'����� ������ b0 �Jtid 8Z89-586-ZT9 ET�OI E00Z/60/L0 � PERCOLATION'�'EST DATA SHE�T Peroolatian Test Readings made by Tom Ktanchiu�on June 21, 2042 starting at 4:OQ pm Test Hole Location: Lat 3 B1ocl� 1 Crystal Bay Preserve,Hole N�uzz�,ber;P3,Da�e hole was prepared: 6/2Q/02 Aepth of hole bottam is 12 inches, Diameter of hole is 6 nnches. Soi�data from test hole: D th in Inches Soil Texiure 0"— 12" 1(1 YR 212 Loam Method of scratching sidewall i�2 x 2 with nai]s. Depth of gravel in hole is 2 inches Date and.hour of mitial water filling 6120/02, 7:30 pm Depth af initiaZ fi11�, is 12 inches above bottom. Method used t�maintain at least 12 mches of water depth in]wle for at least 4 hours is Automatic Refill. Ii�Iaximiml Water dep�h abo�e hole bottom durizxg�est is 8 i��ches. TIIne Time Iuterval, Measurement, Drop in Watez� Percolaxion Rate Remarks I�utes Tnches Level, Inches Min.utes Per Inch . 4.0 -------�-------- 7" ---------------- ---� $"Watez Head 4:10 10 Minntes 6 3/4" 1/4" 40 Refill to 8" 4:20 ]4 M"rr�utes 6 314" 1/4" 40 �tefill to 8" 4:30 10 Miriutes 6 3l4" 1/4" 40 �;r� y - Percolatio��te m dO 1Wiinr�te�P�r�nch 1� ���M :a.� . : �ji0 iir.iCri:d '.c a.�-_ _.M 50 3Jdd 8Z8S-586-Zti9 Ei�Ot E00z/60/LB - � � Lo� oF soi� �o�r�Gs Location of Project: Lot 3 Block 1 Crystal Bay Preser�ve Borings made by Torn T�lanchYvl� ]�ate: 7une 20, 2002 Classifica.tion System: AAST-�4 t7SDA-SCS X Unified 4ther A.uger Used (check two): �and X� Powar Flight Bt�cket X Other 4 Iach Hand Au er � Depth T3epth In Baring Namber B I In Boring Number B2 Feet Surface Elevation fieet Surface Ela�cration 1 --- 10 YR 2/2 Loam 1 -- IO 'YR 2/2 Luam 2-- 10 YR 5/4 Loam 2-.- 1Q YP�SJ4 Lo{trn 3 r 1b YR 2/1 Cla,�r Laam 3� 1�YR 2I1 CI�y Loam 4--- 4--- i 5-- 10 �5/2 Clay Loa�n S� 10�Y"K S/2 Clay Loam Mottled at 24" Mottl�d at 22" 6-- 6-- __ 7--- 7 8--- 8--- End of Boring at 5.0 �eet. End of Boring at 5.0 feet. Standing 'W'ater Table: Standing Water Table: Pres�nt at feet of dep�, Preseut at fe�t of depth, hours after boring. ho�a after bozang, Not Present in boring hole X No#Presez�t ia�boring hole Mottled Soil: Mottled Soil: �bserved at_2.0 feet af depth. Observed at 1.83 f�et of depth Not Present m bormg ho�e 1�Tot I'resent in bori�ng hole Observation and Comments: Observation and Coirunents: 90 �Jdd SZ89-585-ZI9 £I�OL E�OZ/60/L0 . -. Lo� o� soT� �o��s � Lacation of Project: Lot 3 Block 1 Cryst�Bay Preserve Boriz�.gs made b� Tom�lanc�ik Date: J'une 20. 2UO2 Classifcatibn S�stem: ,A.A,SHO I75DA�SCS X CJ�ed Other Auger Used (check twa): �Tand � Pawer Fl.ight Bucket X Other 4 Inch�and An er �� � In Boring Numbet B3 Tn Boa�ing N'umber B4 E'ee2 Surface El��vation Feet SurFace Elevation 1 r` 10 �R 2/2 T,oarn 1 � 10'YR 2/2 Loam 10 4 Loam X 0 YP�S/4 Laam 2 - 2 - 3 10 YR 2��Cl�t.v Loam 3 ^ i4 YR.2/1 Clav Loayn d _ 4_� S __^ 1� �{Sf� ��1�YA8311 5�._ l��5�� ��A�Z.4�m Mottled at 20" Mottled at 1 S" 6 5 - 7–� 7— 8--- 8--- End ofBoring at 5.0 feet. Enr�ofBoring at 5.0 �eet. Stand'mg Water Table: Standing''PVater Table: Present at feet of depth, Present at feet of depth, haur�after boring. hours after boring. Not Preseut�boring hole _ X Not Present in boring hole Mot�led Soil: Mottled Soi�: Observed at_1.67 feet of depth. Observed at 1,5 feet of depth. Not Present izx boring hole Nat Present in bormg hole Obser�ratian and Comments: Obsez�vation and Comments: L0 39t�d 8Z89-S86-ZT9 EZ�OT E00Z/60/L0 � �� �� - LaG aF soz� Bo�Gs Location of Praject: �4�3$lock I Crystal.Bay�reserve Barmgs made by Tom Klanchn�c Date: xune 2Q 20�2 Classification System: A.ASHa USDA,-SCS X U'nified Other Augex Used (check two): �-Tand X Power Flight Bucket�O�her 4 Iach Hand �u er �� ��n Xn Boring Number BS �z Barmg Number B6 Feat Surface Elesvatian Fcet Surface Ele�vati� 2__ l U X�t.2/2 Loam � __ �o �x ai2�� 10 Y'R 5/4 Loarn �Q X�.Z 5/4 Loam 2 � 2 3--- 10 YR 2/1 CIay Loam 3�_ 10 YA 2/1 Clay T.oam a -- 4�- 5 -- 1 D Y!�512 C1av Loam 5 r 10 YR /2 Cla Loam 1vZott�ed at 18" Mottied at l6„ 6— 6� 7--- 7 S— g __ End of Boring at 5.0 feet. End of Bormg at 5.0 feet. Standing'GVater Tahle: Sta.�ding Water Table: Present at feet of depth, Pzesent at feet of depth, hours after boring• 1�ouzs after boring. Not Present im boring hole� � Nat Present in borim�g hole Mottled Soil: Mottled Soi�: Otyserved at 1.5 feet of depth. Qbserved at l.33 feet of depth Not Present nn boring hnle Not Present in barmg I�ole Obser�ation and Cornrnerns: Observatioz�and Comments: 80 �Jdd 8Z85-586-ZT9 ET�01 EOaZ/60/L9 SFPTIC SYSTEM DESYGrI� b�SIGN CRITERIA; 5 bedmou�type 1 single�anvly h�ome.. �garbage disposal. R�ATER USAGE; 750 gallons per day m�znwz�. PERCALA'I`ION RA'�E; 4Q minutes per inoh. SEPTIC TAI�; Install i�vo 1,500 gallon single coznpartment septic tanks. PY7MP CHAMBER; 7nstall a 1,250 gallan precast tank. Set as specafied£or a five bedroom ha�use. DRAINFTELD; Treat�nt Mound, Presstue distri.bu#ion required. Y.ocated on a 3°lo slope. To�al�awad area is 50 feet by 93 feet. Rock bed measures 10 feet by 63 feet. Downslope dr�e width is 25 Peet, upslope dike width as 15 �et and the end dikes are 15 feet. 345 Tons of�and required. Please see detaiL GENER,AL CONSTRUCTiON PRACTTC�S; I1iv�C all st�rfa.ce�.�vater awa,y from the dramfield axea. Do ztot c�isturb the drainfield area d�ing con.struetion. Fex�ce offthe drainfield area before permit applicatxon.�fthere aze any questioz�s regarding this desiga please contact Tom Kl��ctuvk at(952) 758-6275. 60 3Jdd 8Z89-586-ZT9 EI�OZ . E00Z/60/L0 - IVlaund Design VUorksheet �Forflvws up to 'i200 gpd) A!!boxed�edangfes mvst be entered,the r�st wilf be calculated_ — A. FLOW prl:61�rnot�d Sewage�wss fn 6dasPet fb� �stimated 750 gpd(se�ilgu�A-1} � or measured x 1.5(safety factor}= g�d �� �s� �� �d� �ry 2 300 D� 160 60% $. S�PTIC TANK L[QUIQ VOLUIUtES s �Q 300 2i� ofihe Septic tank capaGty 3 440 galions(see frgure Gt) 4 �� � �' y� 5 �5d d50 296 �ihe C. SdILS(5lfe evaluat�n dats) b �00 525 332 Cla�l, 1. Depth to t�shidfig iayer= �.5 � f 1060 � 37J 0.ar 11 2. Depth of pet�da�on tests= 12 frtches 8 12�€1 675 d09 cdurms. 3. Texture loam b_ Sal foading rate(see Flgure D�3 0.5 gpd(f#� Percolation ra#e 4o MPl 5. %Land Sfop@ 3 % p.3�: �us:orpharr w,�ct.st�eq�T.we PWooi.n�iw� La.em�R�w �-1: Se ic T�nk C e�ftha in uE{unsl ���r� soa�r�.Q c�uao� w�«r««� P��+Y' R�aa Nurn6er'o� �iltm�m�n Iaquicf l.igu�d c�apa,ci�•�rith �4�d�D�b' aQ��n� M�� Y,z� t.oa � tY ��� with di��c 8�rktc�rnns d Iift i�ida _ . �"°'°°'�� 2 or]esa 750 2123 1� �w °o,so °U 3nrd 100f1 iS00 5�r 6 LSO6 �Sp � 4a xo 6a ' r�.y`.,, o�ss 2cr '',S or 4 24�{} 3QQ0 3t)QO �i a c.�„ dl io 13 6p� 02! 5.00 E�Ss owrr a,ai 7 2 • - 'S�+n.�dnden�d far urN�o3a rai 6�a�t x n�ram�ro D. ROCK LAY�K aIMEtVSIONS 1. Multiply average design flaw(A)by 4.83 fo obtaln required area af tock layer: Item A z 0_83= 750 gpd x 0.83 ft�gpd= 672.5 ftZ 2. Determine rcack layer width =0_83 ft2/gpd x�inear Loadirtg Rate(LLRj(see LLFi chart) 0.83 ft�lgpd X 12 = 9U,4 ft LLR Chart Perk Rafe LLR <120 MPI r_12 >=120 MPI <=6 3_ Le�gth of nxk layer=area divided by width= 622.5 ftz 1 1fl feet= 62.5 feet Use 63 it E. ROGK VOLUME ?. Muftiply roc�c ar�ea by rock depth to get cubic feet of t�dc 622.5 X 9 it= 622.5 fts 2 Divide ft by 27 ft�lydg to get cubiC yards 622.5 fC� / 27 = 23.'! yds 3. Multlpfy cubic yards by 1,4 ta get vvelght o�rodc in tons; 23_1 yd3 X 1.4 iontyd� = 32.3 tons lJae 34 Torts F. A�SOaP710N WIDTH 1. Absorption width equals absorption r�tio(see F{gure D-33}times rvck layer width eZ ��dd 8Z85-986—ZZ9 �i�ei E00Z/69/�E - 2,4 x iQ.a ft - 24.0 ft C. MOUND SLOP�WIDTH&LENGTH�Greaterthan 1%) 1. Do�,mslope absonotion w�dth=absarp�on w�dfh minus rocfc layeF w(dth 24 feat � 10 feat= 14 �eef 2. Calculate mound slze UPSIOPE a.Determine depih of cfean sand at upslope edge of rock layer=3 feet minus distance to restriding layer(C1j 3 ft - 1.5 €�= 1.5 feet b. Mound height at the upslope edge of rocic layer=depth of dean sand for separaUon(G2a) at upslops edge plus depth af t�cEc layer(9 foot)to depth of cover(1 faot) 1.5 ft t 1 ft+14t= 3.5 feet c.Ups(ope berrn multiptier based an ianc!sl a(s6a figuro D-34) Select berm mul6plier of 3.57 d. Upslope width=berm multiplier(G2c)t(mss upslope mound height(G2b)� 3.57 x 3.5 ft - 92.5 feet Use 15 feet 1}�+L• 6I.CIP�MULTFf'LI�ItTABI� bpe m�alii�i �qriees��o rual�i wr��aas % ape i�pe� �t 7ea �1 ass aci aCi 6et 7�1 O �D a� S,II 6.O 7Ji 1!� yJl �.D Sa a!1 ?',lo i 2.�x a�s �..�� s� e.s� a'�u � �xa s� a.3s �.sa 2 3.B,s �.7a� 4Sd 534 b.1a s.po a.ab a.36 s� b-9R 6.]�{ � �.rs es� s�s s� s�s e.is s�a � s,ea �,sx a� a zse 3.as a.� aieat 5..� 6.De s..u. �T: 6.is �� s.si S 21.1 �33 �lJQa �.fiL 5.19 b.fil 3.53 bA0 f,67 9S7 l�R77 �5 2��4 3.23 8.86 i4Y � S�1 �� S.ZS 7.1d 9.7� 22DG 7 2,l8 3.� 39O i24 d�0 6_73 J.l6 5.55 Tb9 fD38 19.93 � z.� a�a ssr �as �„�v � � �.ee s� i�t :svc 9 234 2.s1 3.� 'l.Pd 4.90 �bb 4 7i 6.25 994 fa.pi 16�IZ 10 Z3Y 2ab 333 S�S �72 4+r4 �9� 6.6A�' 1�,�I0 ib�l({ 2Y� 11 231b 7.Sb 3a3 �Ei 3195 +�.Z4 4,+� 7.7� 11.Xt 77,fiS 3d.+43 � �� � s.� s.� yac s,o� � r.� �+► u.aa a�a� �OWNSLOPE e.Drop In elevation=rock layer wtdth(D2)Nmes percent fandsfope(C5)!1(10 10 fit x 3 9'0 /10Q= 0.3 feei f_Do�nmsiope mound height=depth o�clean sand for slope di�ference(GZej at downslope t�Ec edge plus fhe mound height a#the upsfope edge of rodc layer(2b) 0.30 ft + 3,5 ft= 3.8 feet , g. Uo�nmstope herm mul�pllar based on peroent land slope(see Figure D�4) 4,54 h.Downslope width�downslope multlpller(G2g)times d�v+mslape mound height(G2f} 4.54 x 3.8 - 17.2 fae� i.Select greater ot G1 and G2h as t�e downslope width 172 fee# Use 25 Feet J.Total mound width is the sum of upslope(G2d)wldth plus rodc layer width(D2}�lus downsbpe width(G2i) 15.0 ft+ 10.4 ft+ 25,0 ft= 50.0 fest k.Total mound length is the sum af upslope width(G2d}plus rocic layer length(Q3} plus upslape wEdth(�2d� 15.0 ft + 83.Q ft+ 15,Q it= 93.0 ft ZZ ��dd 8Z89-586-ZT9 ET�OT E00Z/60/L0 07/09/2003 10:13 612-985-5828 PAGE 12 �o_���, � o�� ��--..,, �v-�� . ,-,: sM��puB sa�tu'sa�ueuipio 0�qe�gdd�I�e y�w�e�uewo�e ui�nn si�p+�e�� ey i�Ey��}r}�e��4B,�ey i �;uau�eaq a8erhaslo ina(el Pue uo4�l�uS 'ti �pasoda,d�o Gugs�a's�uewenadu���sy�o 11�pu�°�(�nnenpp�af3�e6°esnoy�o uopc�ai MaIS �E �u8W2s�'Ienn-}o�y6u`sauepunoq�adnid;uau�ad naoyg �Z aee; p� =y�u�auo:a��s a}eudadd�ue}�a�ag -� 1ROA� �J O'£6 x kl 0'OS suo�suatuiQ�eu� . � CeRihca4ion,StalemenVAs-�1g ' I t�eceby as a 5t�le oCMinnesola Liceosed Installer Ifwt the irn[ividual setivage treatwent sys�m dia,�ramed atx,ve was icu-rtilled • 1 arcordanca with ap appJicab{c requirernenEs of Minuesota Rulcs Chapler 768�.The diagam of the in9ia[tutiun is accurate ae nf tlu � ° m I I - � date at Ihe boltom oF�his Fnrra for tbt site identified on Ihe revccse side ofiliis focm No dderruination nf f¢ture hydnulic � i m ' �_ _ perf'ormaocecan be maJe due cn fulut�e water usage ovcr d�e tite aflhe systesn, `- .— -- � IInslnllersignature LicenseS Date � m --..� _..4. . --• i � m II I i i . �i W _ . _ . _ .. _. � r � � ,: a • m � � -- . ._. _.._ . _. _._... , _ ._ . 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Praasure Distribution-see pr�ssure design nrorksheet &h��,en��� Seledad Pump Capacity: 35.3 gpm totoi pe I�ng Inlst � 2A,elevatlon 2. Determine head requirements; verify �,� , �N���°� A. Elevatfon dlffenence beAveen purnp and poirtt o#discharge. _ ..� ---- 1fifeet --••------•................ ...... B. speaal nead teq�,;�emeni?(see�rgcna-spaci�l Ne�ed�squusmentsJ ��' Special Head Requfrementa C�t`avify Dfstrihution Oft C. Friction bss p������� � 1. Select pipe diartteter �In 2. Ent�r Figure E-0 witEi gpn►(1A or 8)end plpe dfameter(Ct} Read Eriction ivss in fi��q er 100 fset ftom Fipure E� - � h ' G �` Frfciian bss= 2.29 ttI t�ft of pipe Pe�l0U feei r�r�iera! 3,Determine total pf�length from pump discharge fa sol system disctiarge poi�l ilolNtala i.5'���� Estimate by adding 25 peroerrt to pip�lertgth iorfittirtg lo9s. 2A 2d7 0�7� 9.11 � uiva�ent lengttt times l.25=tntaf P�a E�Bth 165 it x 1.25� 206.25 feet �:�=�v��.".;`.�r�4'-•:>�.�t-�'�`�:;�`'�fl:•1'���. 3� 5.23 �I,56 U.23 4.Calc�abe t�frlctbn Eoss by multiptying fricdon lass(C2) 35 b,4b 206 �.30 by fha eqvivalertt p3pe(ength(C3J and divide by 900. -. ''�':• `����''"';���_:= ;''�9� �'.r��'y':. Nw: FL= 229 fl/100ft X 208.25 ft 1 10� 4_7 feet `��" ��•d� 3,� 0,4$ 5[t 13.�ib 3,Si4 p.56 D. Tota1 head requlremenf fs the sum of elevatlon dtffer�ence(A).spedaf ��`��'�,::-%;-'.: ` . .--:���,c�=:`��.�� head requl+�efneMs(B).an4 botal fricffon{oss(C4y. b� 55�0 �,8� 98 ft + 5 R � 4.7' ft �'S �,d8 f1,95 70 7, 1 Tota!Head: 25.7 feet 3. Pump Selection 1.A pump must 6s select�d fa delArBr at(east 35.3 gpm(1A or 8) with a#feasi Z5.7 feet of total head(2D). I he�eby ver6fy t�at 1 completed fhis work&�acxobarrce with alf eppl�ordin�ces,n,Jes and lavus. �` � (81gI18tUT@? �da . . (GCenS@#) . .C���l''O=--(d�gj LT �Jdd SZ85-586—ZZ9 �T ��I E0�Z/60IL0 D4SING CHAMBER SlZIN(3 Alf boxed rectanglss musf be entered,i�e r�st wt71 bs cak.ul�fect W idth 1. betermine area A. Rectangle area=L x W �5 � it x 10 ft = 54 fi� � � 8. Circt�area=3.14 x radiusZ Length x E ft = � C_ Gei area from manufacfu� Radiu 2. Cafculate gallons per inch There sre�,5 gallons per ai6i�foot of wlume,thsr�fore muttiply tl1e ataa(tA,B or G'� times fhe corNe�sfon factar and divide by 12 Inches per(oof to ca�c�,late g�IEor,per o�ch. Surface area x 7,5172= 50 ft� x 7.5 / i2iNft � gq.ZS gaflon�er inch Legal Tank: � 540 gallons or 3, Calculate total tank vnlume 100�e the delly floW A Depth irom bottom of inlet pipe ro tank bottom 40 in t7r Al�erndting Ppmps B. Tofal tank va�me=depth from bofiam of infef pipe fo tank bottom(3A)x gallin(2) n�,.��„�,�q�,,,,;����� = A�0 in x 31.25 ga�'in = 125Q.0 gallorts �� oeaoonK aura� aoea 9 ams h� aou rv 4. Cafariate ga8ons b co�er pump(wiih 2-3 inches of water covering pump} � � � 2ia a ma (Pump and block he' ht+2 inches)x gaf(on per inch < ooa 3� z4a vauoc ( 8 + 2�) x 31_25 gaUin � 3125 gaiions 6 � � �s po� �-- z toEa aon s�o �,a u 5. Cak;ulate#otat pumpout volume a ,�no �rs aaa � A. Selecf�ump size for 45 dos�s per day. Gaflon per dose=9pd(see Figure A-9j I doses per day= �754�9Pd � �4�doseslday ; 187.5 gaBons B. Calcalate draiaback 1. Determtne tatal plpe�eng�h 165.Q ft 1�-� �. Qetermine fiquid volume of pipe, 0_17 galfft see `-J 3. Dratnback uan � �gure E-20) g_� �Ewrrso of u uiQ in R 9 lity= 165.Q ft(5B1j x 6.17 ga�Uft{5g� 28.1 � C. Total pump dut rrofume=dose vo�me(5Aj+drainback(5B3} �pe�ameter �auons per foot 987.5 galfons+ 28.1 gallons= 295.6 1 o�p45 125 O.OTS 6. Calcu(ate float separation distance(using total pumpout vol�me) 1S 0.7 9 Total pumpout vof�me{5C)1 g�nch(2) z5 o�.2s 2?5.6 gal / 31.25 gaU'm � 6.9 inch Q 0� 7, Cafculate vo(ume for alann(typ'scal�y 2-3 mches Alarm dep�t(inch) x gailonJ'�ncf�(2) = 2 in x 3125 ga!!in ; fi2.5 gal 8. Cal�late fotal gaflons=gallons over pump(4)+gal�ons pumpaut(5G}+gallons elarm(7) 312.5 gal + 215.6 gal + 62.5 gaI = 690.6 gat 9. Total tank depth=total gatlans{8)1 ge(fan/in(Z) 590.B gatlans( 31.25 gaUn = 98.9 ;ry`Q# �� � � ��� F ?''aefl^�CQ�G1� E �,w,. Rewmmendad �� _S JCYJ�uv.{�'fi Calculats reserve caPaatY(75qo of the dady flow) ����ui va�n� � -�M------ `` F'imW,:,n Da! flow x 0.75 = 750 x 0.73= 562.5 allons � �ontr�IT� --�� "�'�rc1 t �� �J�.s t�2.5�1153.1 GalFons U$�A�,2y�C+AI!f�tJ TbNK I hereby oertify t�at I camp{eted fhis wark in accord�nce Witlt aq ap�ficable ord'mances,r�les and laws � � � {signahue) �o o (�cenae#) G -2l-� z.(date} 9T 3Jdd 8Z85-986-ZI9 �T�OT �OaZ/60/L0 PRESSURE DISTRIBUTI41� SYSTENI ��,>u�r�� . . . .:.. • A/7 b�ced rectarrgles must be enterod,the rvsf wia be cotculaieci. ..•,.�� °tl°°'� ' �• , , � 'oo-:r.�'r�.�h. .- 1'^��'°P.v+�l.i�«'�.. 1. Sefect number of pertorated iaterals: � 2. Select petfo+'ation spacing= �ft E�:Mds(rrMlaCiA�{vtthtlard2/A#�cllparfoR7lfdlt v.r sca�or Ao q,aro,►�amc d�Fw�pv�onanon 3_ Since perForations should not b�pfaced doseP that 1 �oot to v�roson tF�e edge of ttte rock layer(see diagram},subEract 2 f�eet frnm � � sn the rodc la r le th 63 -2 ft= 61 ft �s e ia �a 2e 3A 8 73 i7 � rock layerlerrgth � ss > >2 ia �s d� 7 11 16 23 5.D 6 1V 1Q 2� � Determine#he rxm�ber of spacas between perforatiorrs. Divide ft�e length(3)6y per�oratlon spaar�q(2)arxi nound dawn to nearest whofe number. Perforation spacing� 61 �ft I 3 R= 20 spaces 5. Number af perfaretions is equal t�one pius the number of pe�i'oraHon spaces{4). "Check frgur�E-4 to assure the number of perforafiorrs per latsra!guarante�s <Zo90 dlscharge variatlan, 20 spaces* 1 = 21 perForationsllateral 6. A Tota1 number of perforations�perf�orationa per lateral(5)tane.s number af laterals(1). 21 perfs/lat x 3 laterafs= 63 perFprations ��: �q��o+'ae[n p�xn B. Calculate the aqu�re footage per perForation_ � Should be�1 Q sqft/perf. Qoes not apply fo et-grades. perfotattk5it c�idir�t�r 1. Rock bed area=rock widti� ft x rodc nead Ir�cnas � ) ��h(�) �r�,�j 8 3/t 6 ?js2 i!d 10 ft x 63 ft= 630 f� �.od o.i s vA2 o.sa o_�� 2. Squ2re foc�t per perforation z Rock gAd Area/rwmE?ef af petfs(8j 630.0 fl� / 63 perPs = 10.0 ftz/perf 2.�� a�6 0.59 v.s0 1,�t �.o aa� aea ��a �.� 7. DAt8rT1't�le r�quit+ed flOW f`afi9 by tnuftiPlyinB the tofal nW�nbet �use i.o rc�c,t,c��n,y��xn�L�r,c,rr,�s. Of perforatlonS(8�A)by flC7w per erforation,s(s��gLke E-6) �� �.o r t �x r. ,a. 63 perfs x 0.56�9Pm�Perfs= 36.3 gpm 8. If laberals are connectsd ta header pipe as shawn f ��s�_.;a,,.W in �iguFe E-1,to selecf m'uiimum requfr6d Iate1�E i - ``"`•""""""' ��:�'''" ' ,xF�r,-�'" �.��=�_=�1.= :.�y� di�meter,enfer f�qure E-4 Mritft perForation spaciR�(2)and ,�„s.---' �,- . number of perfvratiar►s perlaterai(5). _�.,.�..T=�=�''' ' ". r�� a`�wr's;s�,w��o AG��61�YonRoid tOoaf�tl nr eere a►a�ryry�.rn 5�Ilec.�minimum diameter for perforatec!taterals= 2.p lnches . 9. If perforatecf fateral sys�n is aitached to manifold pipe ,��,,,�,�.�, _.a.,�.;:�. near tt�e cer�ar, fike Figure E 2, perforated letet�l length(3} m pnwderayv�ni <.:�=- j=��� �r�7 and number of perforations per lateral(5)will6e appro�amately �y�-=�f>�"Y'•"'���v��'r'-%'" F_�. _�J-�� one half of tt-�at in 9tep 8. Using these values,select .:=`?^_ �-=���a sl=`.`� minimum diamstet'for p�rfar�ted lateral= �i�hes. �"—��:_� _�___=�=���� ��� �.y-�� �iw n�.cwy I hereby certify I have oomp�efed this work i�ftccordanee with a!I applicable ordinanc�s, rules and Iaws. � (sigrrahire} �p {f�se#� G `7_/^a Z (date) 5t 3`�dd SZ85-586-ZZ9 FZ=G1Z rRA7./FR/!R - '`ti ¢ . � � • . � Q . � � r�a�r�o c�ass-s►�crto� � � ¢ _. � ._� __.._._ . 6 � W ' h-� � � F� . W � PF:1tC1�N'€' SI�OPr OJ� �,I':C. X �r'C.;XZI�: OI� 1ZOCKfJL:I) �QQ ]•") . �? �. O�t�.C1NnG SQIL ' x .1�, i����. 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P`�?rce►C TELEPHONE N0. � DESCRIPTION ��� T'• Z-- �� ✓'�\_ �'� � Ot FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS y 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q OS FINAL 14 SEWER HOOK-UP 06 PROGRESS � 07 DEMO-SITE 7 SEPTIC MAINT. 21 COMPLAINT � 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP = 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL � OWNER/CONTRACTOR TO MEET YOU��S_NO � COMMENTS: ' �t� U5t- v,P � � • a — Sqr.�� �o� � ��i2r j — m�_ �c�\^r •� b: 0 � � 0 � W � Q � 2 W � W � � d W� �/JORKSATISFACTORY:PROCEED ❑ PROJECT COMPLETE W �❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORE COVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. p pHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑ INSPECTION REQUIRED.CALLTO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-46�� OwnerlContractor on site: Inspector. �^� �—� White Copy/lnspector's File Canary CopylSite Notice DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED PERMIT N0. p dEE V (i COMPLETED �y-�3 i�'.�- ADDRESS �^��� Q�`�t ��r- f OWNER CONTR. ^"�^o� / TELEPHONE N0. � DESCRIPTION _ �CD�� � ��`��C.� � Ot FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS y 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q OS FINAL 14 SEWER HOOK-UP 06 PROGRESS � 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT v 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP T 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL � OWNERICONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � d �":�-°�' �t�^ y�c� MU tc� a ` �c� � �� co�� bec f �o�x 6� -��P �►�o� �o) j — I. S �' I a+c�--. \ �c�J�.r �.L' �f,� ��,� c,.c� o � � , p, � - '(�C.�":L�^\ �� ,b-\ �rP:�/ 1�"c✓� , a V^t)c�- C t r z'� O ' ' E V�\t -t��kS 1`S 0 , I6S0 .�- li�b 1 ;�� �}�„� W \,) � Q ^ ��'�v ����`� �� Q �``� � R�G�(f\ � Z W � W � � � GW �3NORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE W��CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY � O CORRECT WORK,CALL FOR FIEINSPECTION TEMPORARY � BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. � pHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED O INSPECTION REQUIRED.CALLTO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 OwnerlContractor on site: Inspector._�-�- �-- White Copy/lnspector's File Canary Copy/Site Notice % DATE TIME CITY OF ORONO CALLED IN INSPECTION NQ�}� SCHEDUIED PERMIT NO. r"v �O �� COMPLETED '�-�� "-i1 ADDRESS a��'I� ���� I�"^ �� �.� OWNER CONTR. TELEPHONE NO. � DESCRIPTION 5"�h'� 1'�� �`-�``�1 � 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS y 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAI Z04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q OS FINAL 14 SEWER HOOK-UP 06 PROGRESS � 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT � 07 DEMO-FINAI 15 SEPTIC INSTALL. 22 FOLLOW-UP � 09 PLUMBING RI C3�EPTIC FINAL 35 HARD COVER REMOVAL J 10 PLUMBING FINAL `� 36 FOUNDATION/REMOVAL � OWNER/CONTRACTOR TO MEET YOU:_YES_ O � COMMENTS: � a '' ���f � �--v��C� o — ����,� .r-c'���� a ' � - c�c�i, �t-CJ C�V��_D�L �tit(f ��� ° � .��p �-���`�-, W � Q � z W � W � � � � ❑WORKSATISFACTORY:PROCEED �ROJECTCOMPLEfE W ❑CORRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. p pH0T0 TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR O CITATION ISSUED �INSPECTION REQUIRED.CALLTO ARRANGE ACCESS. Call forthe next inspection 24 hours in advance. (952) 249-46�� OwnerlContra r on site: Inspector. � White Copy/lnspector's Fiie Canary CopylSite Notice ✓ DATE TIME CITY OF ORONO CALLED IN INSPECTION TICE SCHEDULED PERMIT NO. �a�f � COMPLETED �� �-��-�s ADDRESS�7�O Ul�r' �U'r. �r_ � OWNER CONTR. TELEPHONE NO. � DESCRIPTION�t•�. MG��t/ � Ot FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS y 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q OS FINAL 14 SEWER HOOK-UP O6 PROGRESS � 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT � 07 DEMO-FINAL 15 EPTIC INSTALL. 22 FOLLOW-UP ? 09 PLUMBING RI 2 SEPTIC FINAL 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL � OWNER/CONTRACTORTOMEETYOU:_YES�NO � COMMENTS: � a - . t n e z� � �-- r.v 1 c,l t o —���•,.� r.� � 1 t7�`� � '' � h�5 C�k � ��� ��� o _ ne�� �:M� or. p�r^� � �t�r,,-� W � Q � Z W � W � � �WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLEfE W ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY 0 ❑CORRECT WORK,CALI FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITION WITHIN HOURS. O PHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED �INSPECTION REQUiRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (g52) 249-46�� Owner/Contractor on site: Inspector. ��r-� �n w-�-�n-- White Copyllnspector's File Canary CopylSite Notice