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HomeMy WebLinkAbout2003-P07018 - new septic CITY OF ORONO PERMIT 2750 Kelley Parkway- PO Box 66 Permit Number: Po�ois C stal�ay, Minnesota 55323 Permit Type: septic (9�2) 249-4600 Date Issued: iiiisi2oo3 SITE ADDRESS: 3560 Sixth Avenue N Long Lake,MN 55356 PID: 29-118-23-43-0001 DESCRIPTION: Proposed Use: Residenrial Permit Class: General Pernvt Type: Sepric Permit Sub-type(s): New Sepric System DETAILS: Approved per resolution#: Separate permits required: NOTICES/REMARKS: FEE SUMMARY: Permit Fee: $ 100.00 Valuation: $ 0.00 State Surcharge Fee: $ 0.50 TOTAL FEE: $ 100.50 APPLICANT: Hayes&Sons Exc.Inc. OWNER: William&Donna Ostuig 263 82nd Street S.E. 3560 Sixth Avenue N Montrose,MN 55303 Long Lake,MN 55356 THE UNDERSIGNED HEREBY REQUESTS PERMISSION TO MAKE THE REAL IMPROVEMENTS SPECIFIED AND AGREES TO DO ALL WORK IN STRICT COMPLIANCE WITH ALL CITY OF ORONO ORDINANCES AND SI'ATE OF MINNESOTA BUILDING CODE REQUIREMENTS. /%��f _ � APPLICANT ITEE SIGNATURE ISSUED BY SIGNATURE Conies: 1-File(SiQnitures Required),1-At�vlicant, 1-Monthlv Renorts, 1-AssessinQ, 1-Finance Page 1 � �CTTY OF ORONO SEPTIC SYSTENI PERNIIT APPLICATION Box 66 (2750 Kelley Parkway) Crystal Bay, Mn 55323 JOB SITE ADDRESS � S � � � � I� � �' 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'sName: /1?.�Y��� �ch�uus�� PhoneNumber: Nlailing Address: City: Zip: Contractor's Name: u_.�rz� .�So�.S Phone Number: �;jZ-�,fs'� -95� �7y'_i��L Nlailing Address:�'3�'Z - ��. S:E- City: n7.n�s-�,st Zip• �,-��-3 c�3 *** DO NOT MAIL 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 during pressure distribution piping 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 holding�1PCAInstallers License shall be present duringall inspections. A24-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 followin : �� g . A. Tanks: ��Precast Concrete Other Manufacturer�Rrwi�✓ Tank Capacities: 1)1c��� gal. 2)/�ZJ gal 3) /�-t�0 gal B. Pump Station (if required) Pump make& model(��,(� ,/'���� (attach pump curve& literature); system design requires ��� gpm at Z 3 feet of head. High water alarm make& model ��,..e.(.c,ti�.-� . Outside electrical work to be completed by installer electrician other. C. Treatment System: Trenches: s.f. �ound Depth of rock below pipe " Rock bed dimensions 1� ' x S�S' Drop Boxes Sand bed dimensions �y�_' x � 3 ' Distribution Box Pressure Dist. Pipe Diam. / �'L " Manifold Pipe Diam. Z " D. Final Cover/Topsoil to be: borrowed from site �aw location on site plan) `� trucked in The undersigned hereby applies to the City of Orono for issuance of a septic system installation permit, agrees to do all work in strict accordance with ordinances of the City and the regulations of the State of Minnesota,and certifies that all sta ents m e on this application are complete,true and correct. Signature ofApplicant ----- Date: ��'"r�^� 3 MPCA License No. � ( � -------------------------------------------------------------------------------------------------------------------------- Staff Review: Approval `� Denial Reviewer: �" + ' "'�;� �r�--c Date: �`���- �� � Reason for Den�al: , , �` � --. .. � �i�i��'u��`��. . � � ;.�. ;� �' �. . ,�R-.. �� �;� yiP `"�,5 �O S ��-�-� �-V � /�s S��. � �-�c�c 5 l( - ZC� -U3 . SEPTIC SYSTEM APPROVAL � �� �� � � � � � � . � �����. �� � C ITY of ORONO ; `'s� . F� MunicipalOffices ti Street Address: Mailing Address: �t`9$ O�'�G 2750 Kelle Parkwa P.O. Box E$Ii Y Y 66 Orono, MN 55356 Crystal Bay, MN 55323-0066 Owner Marvin Dobosenzski Phone (Home) (Work) Address 3560 Co Rd 6 City Orono State MN Zip Site Evaluator Bob Koch State License # 193 Phone# 763-479-�6�7 Type of Establishment: Sinale Family X Multi Family Commercial Est. Gallons Per Day 600 No. Potential Bedrooms 4 Slope: 8% Depth of Sand: Upslope: 2.2 feet Downslope: 3.0 Soil Sizinj Factor 0.83 Perc Rates P-1 19 P-2 23 P-3 18 P-4 23 P-5 P-6 Restricting Layer Depth B-lA 16" B-2A 16" B-3A 14" B-4 " B-5 " B-6 " Type of Treatment System: Standard X Alternative Other Performance Pressurized Mound System Y At-Grade System Gravity Trenches System Pressurized Trench System Gravity Trenches W/Lift Pressurized Bed System Holding Tank W/ Alarm Septic Tank Size 1000 r of Tanks 2 Lift Tanl� Size 1000 Pump Brand GPM 35 Head 21.9 Treatment System: Minimum Square Feet«�ith 9 inches of rock below pipe Bed (,10*�5) Mound Treatment Area (43*81�(43*95) THIS IS NOT A PERMIT. This is a design approval form which must accompany the site plan. A permit must be issued to a licensed septic contractor prior to installation. NOTICE TO INSTALLERS: Any changes to the approved plans must have prior approval of the inspector(952-249-4600) Call for inspection 24 hours in advance. ALL DRAINFIELD AREAS i�IU ST BE FENCED OFF prior to building site excavation and fencing must remain in place until final site grading. Approval to pour footings will not be granted until the Inspections Department has �-erified the primary and alternate sites are protected. NO VEHICULAR TRAFFIC OF Al\1'KIND is allowed within 20'of tested drainfield sites ever. ACCEPTED X DENIED By�the City of Orono subject to existing regulations and the following conditions: 1 Pump and fill existinQ tanks. 2) Alarm must be placed inside house. 3) Kee� a!1 water softner and iron tilter dischar�e out of septic svstem. . 4) Divert runoff away from mound. By: G�� t � - ��-o� Matt Bolterman, On-Site S��stems Manager Date Telephone(9�2)249-4600 • Fax(952)249-4616 R-ww.ci.orono.mn.us � _� i,�.►:Ci�r'S ;��1 • �r.�LY/►J P.O. Box 81 Lore�to, MN 5�357 T�I: .(�`� 47�-2 E 3 I THrs ��St�SD���t,�FpR �7� � �F BFDR • ANY f NCREqSE!N NU 00l�S INVAUDATF.S TNIS D���SER Marvin Dobosenzski 11 /10/03 3560 Co. Rd. # 6 Orono, Minn. Job Site; Above Address The above site was tested ( soil boring and percolation tests ) on 7/10/03 and it was determine that a pressurized mound system would be needed to update the present drainfield. . The previous borings indicayed that mottled soil was encounter at 11 inches and 10 inches in soil borings # � & 3 . After the actual rock bed was staked out additonal borings were done in the rock bed area. These borings were done on 11 /3/03 by Robert Koch ( Koch! s Soil Testing) Matt Bolterman ( City of Orono ) and Brad Hayes ( Hayes and Sons Excav. ) . The determ98nation of where the actual mottled soil level existed was made by Matt Bolterman. It was determine that mottled existed at the following le_vels ; Soil Boring # 1A---Mottled Soil was at 16 inches 2A _ �� �� " " 16 inches �oil Boring # -- 14 inches Soil Boring # 3A �� �� �� �� Soil profile consisyed of Topsoil ( Black Loam 10 Yr 2�12o242inchesches Olive Clay 2. 5 Y 5/4 * Gray Mottled --2 . 5 Y 5/2 C,}�. Mr. Matt Bolterman felt that if the rock layer a�*�3 PLACED IN THE AREA WEREULDEBEHCONSIDER AOSTANDARDNPRESS�U/R� ED,#MOUND SYSTEM MOUND SYSTEM WO .�.� ��a--Q� °;'`' � �C�� ���� � � ��� �� �y o.�o � �;� �� ".� c�.�m Q. � J�� (� 1 $ a�� 0 3 �,� c�..: o.�...�; b�-?����, �a�, � 1 � � � � �ti �� ��� ��� � � � � � � � ,� �' ��. i, �����, _._ ,__. !�och's Soil. '1'estin� �3 o x t�1 Loretto , Minn . 55�57 Tel ( 76:3 ) 47U-16:i7 .L o� � T�o�J d � So�� .�3��-iN 9 �f}��� � �f�- �� ' °"'�/�/G� �c �Z�? � � �T,� .�"�� c�r�Q �� Q,��,�,` . - ��� SQ�i� ���� s� - i� �, „ ._._ /'��, .5i3- ZA �� S�- 3 H, �� �� _ j� �� � u , �-� �� �� � s¢� U � o'�' 1�� fy � 2 ��� � � ��� f ��-.�-�_a �� s8�i,� �5`" � � � � �, S��,� ..�_ � ���,� _ ;_ � _ � , . �a , L?� . .,,� _ � ��� �� - � � � �� 3 ; ' �; � . � � . � ,� ; � �, ,.�- : � � ; �� / f �`� � �� "�f � �9-� ,.��`. �� � C'ITY OF nRC�'�n _ ' ' $£PTIC PERM[ P AN RE:Vi(:��' ' � � _. - t � � r �NSPECTOR '� c . . .�,.,�,.. . ,.,�,,.�, - - ---— DATE /)-�-�� PERMIT NO. --- ___ � .}J� �. `� � '�„F ` , �� � Anrxovrn ns s�;��ni rTro ��„��„�.W�..�,,, ,�.> � APPROVf:D VVtTH C(1RRE:C'tlO\5 AS �cJ i l l> � �� � wW �.N ,- NOTAPPROVFD-C'(�RRFCi'h kl�l fi�tll � ^— �� �' �. ��, ,,� y , Yhese oomments sre for your infonnatiun. 11 �aork h;ill�.. �,,�c � ` '� :)'� t i�fuq oompliunoe with uit upplicublc�cr!ic �tiid iur�t ,� :,�.� � ��y[(Of}iCitl5lttC�Uc�Itl611C�115 not s�����ilcu!ly r.otcd iu tiii�rc�icw. � � 10EEATHIS PLAN SET Or SITC 1l ;�:I �i,��,� r' ' ry .. � . . I:o�h � �^ ���'� ; hl . t' . C . A . ir1 �J�S; 14 '��J :.uCll �.. 50'l l. l�ur:L' : .iZ; . liu� bl . , � , l.uru� cu , 1•liiiu . 5��'.% . '1'ul ( 7oS ) 4%•�—Z�:3% i•:�rvin llobosenzski 8/27/03 " �_,u0 Co. Rd. # 6 � �rono, Minn. �ob Site; Above Address � �` �l'r�� report dated 7/10/03 determine that a pres5urized mound system °,;�ald b2 needed and it would be consider AN OTH�R SYSTE�! due to ci;a distancE to mottled soil at 10-11 inches. ��hat report was a design for a 3 bedroom home, h�wevcr an adcldiLional :�adro�m is being planned ir� the future, therefora this desiyn is �c: a 4 ba3room home �i•�e c�f mound system needed for a 4 bedroom home ; Si�ing Factors; Daily Water Use--600 gal/day Perc. Rate Range 46-60 min/in ( Clay I.Oam Soil ) ' Land Slope--8 5 .�;oand Sy�c�m Size---3784 sq. ft. - �� ��.�:slop:� L�ngth--81 ft. � , � ��:;�:,�m�lope Length --95 ft. � ..:r�-. .�;.:a�[�--y3 Tt. ( Upslop::--13 ft. , Roc;k--1U ft. K Dow:�S1G�2--20 1� . �. `�' � Absortion Width--27 tt. ) � -;�.� - ;-;c;�k bQll JiLG��J50 sq. ft. Len�th--55 ft. Width--10 .:�,;�u;:t or materials nee3ed; - ., _. �:�;;d --34U yds. 475 tons Ave. Depth--2. b ft. • " ::o.;k--21 yds, 30 ton� , " "---1 .0 ft. � Sundy Loam---45 yds. " "---1 .0 ft. " . `�'opsoil---- 172 " " ---9-12 inche� � �.�'ha ubove amounts could vary by 10 $ plus or minus. . •:r�i� �r,our.d must be., pressurized, therefore a pump tanr: urd apu.1:�: is n�cd�a; - �ize oi piimp tank---1 -1000 gALLON �� Size of pump--40 gpm ( must overcome at least 23 ft of hea3 pr@S�'1�'Z ) . . ��uu�ping Rute--176 gal/cycle ( 4 cycles/day ) � �.n alarm system must be installed in the house t�� inaic�te E•ump � iailure, this must be both a sound and a light alarm syste�a, �i�a or Septic Tanks; 2-100U gallon sealed tank�, :•:occ the above re�ort is for a 4 bedroom home or 600 gallon /day ;i�ily watcr use. Site Evaluator . . ,� �� ,��� f/��� � �- . Robert A. 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', ' — • I I1 '.2u ...0 3.:..� . . .. .._ i . .. . 1: , '��[ — �il':IJ�1�'� l.11 l.l�'.:ln ' i .u. .. •- -. ., .,7:I .. .. . �.... i:.._: .:�:�7.. 1� ��l .. 3.11 . ., �.�o .� : . .. . ��.`?�j :�i �i��,:�n�lupc ..._�-- .- ' ' __ _------J , .�::i�:�.,« . _:�_.._.__-�-- ...... • .. ., �:... .... .:l��ii :1�1`�iif .�[ !.t� ., �n' . , . .�.1,'L: ���'��� , - `i�: 2.. � r (I, �._ - = �- - ._.c � _`v—� — .._..�.l�� — - - .., . :l :�•li�:� _ _�:�;1 ut• C��i":��i: ��:nd al� �;�-�-- �- __ �� --------- . `r..G ...__ �.•• • � �,�. �-:�-'��� i�«�lt �li�r ` /3� � �..:.:..:.. ...... . ... ; . . ., �.�ii_. _ a.�..li;.��� :1- ��I ' __._. .. .. . .. .. . .: r,��,.�_tt�ci l��i�;l-►c (C?i) `.'r � .__ . ._ -- .. � �. . ... . I . ,�.. .._ . �... j ' • -�........., � , "� , . .. .... � , ..: , .. .. .. . .. . . . _ .. i , � � :� _: '�Ci i t _ _���� .. ...�:� �:. .... � • - -----�----- u�...i..t „ � 1 ♦ I ___ � �-.� . ,� .. �..,:r .,: i�1 .,.►a �.='1: :�; ll��� ;; — ..�..1 _--- . '._..�--..- i �z.� � i .. . .. . �_ Zo� ��>..... ..,,.... ......... . _ I � . . .. . . „ Zd i l � ,:�. ... .............�: .'L�. , J .... _.....i+`...1�'.il�� l:i Ctl� �Ulll l+l ll���llJ��'. ,ZO� � .-. � J —_ __�j , . .... .. t...!1 �i::� CJ�;: l:t}'Jl' 1�.`1�{ll; �'�` —..._._..___. -• -r--- - ---•---- - .. :..... . •'� `,�..�,. � • .;i::itll (C�ij ...,..��.. ,.,,,,:.. .��. ...�'�` ... : . . .. � �,;i:�. � 2 �3 . r ...% " � - -�I`'-- �• - -� 3 ic = _-.---- tt �� :` ; wi�ich iC��) .. . t.. .....: !.:i'�•.�tii i> [11.: Dltlil ��1 �l�:,l(��.c: � ... • , . ... : . :�i. (l�3} ��,lu- u�����l�l�� �vicltll (C'_'a) .i�-� _.. � . i ./ "' .. . �,----- '�`.- �3 ,t _ ,��� 1.:�t - -�'-� '"_. . �---- .`, . -. � � • �� . �. ' •�. Q LI � ♦l. .J• 1 � � ' r J��` 1 W �� 1 `� �� � ��1Lt�:.i '.l �,,�..�'� . �^ ,JlVr1,i.� ; . � ,� ;, � --;���. �.. . . � .�� �;� ,ti '}1._ �� J `�,.�-.' ��...... _._7 _ ..���._�....��� _'_�""�_' .. _. .._..._._ ...._. _._ - " ,.a. ,.�•�l;l :��:�; si .i.._---......�:,:.•_, i..... .. .. ..... . j i....� ... . ..... . l:•.1 U�� �•. ..:k li. .�::.;. .�;'.::. . , ,,� � / i �� % � :=.:; :;�� ,� .,�1`.�'1�Z� ., .. _.� �.r�4,._� .... ; � �r ' �� - %'�c� ;� :;�� ., .. .... .,: ._ / _---._. � - ---- . --- _. ( '� �' _ �J I�-�/ _ . _ . ' _ __.._."'_'_'__"___. -..._._.. _""' -.._.. . _ � f'l:LSS URE llYSTRIt3UTION SYSTEM Geo��ac�t�Eabric • � - --�- — �--�-- --r-:.---r-�c-• 1,��.. ]„ 5�1��[ ,Zun�b�r of ptrforated latcrals� ou�rc.:r�n I� �rfo�:,lion,� �.•.i�ur 3 _ _ ' 9 pf:rc,�l. �. S.:l;:ct p�rforation spacin�_� ft `� • • P�rr Sizin�;3/l0" 1/• " 1 :;. S�:���• ,��rtocations should not be placed closer than 1 ioot to i'�ri sp.,c��,b i.-� �� tI i��il��of the rock layer(see di;:�gram),subtract 2 fezt from ` i •�. [i« iv�� �1��i:Ilcnoth. E•4: h;.:,;imumoUowatluflUf(lb�(Of���-Ifi�hE'iti(fGf�llvfr . s� _ �3 par la;.:ra!to guoraniea<10'�discharg�vc�io►ion c<,...i�Y��i.:�,;�� "2 f t - f t pedora�ion spoci.�g ;. ��i�,..iin� �1��nuinb�r of spac�s b�tween perforations. - 1����i�i.� �li� l�n�tl; (3) by perforation spacinb(2)and ro i � feci) 1 inch 1.25 inch 1.5 incn 2.0 inc,. ,i,������ �� n�:ire�t �vhol�ril1ri1L�2f. . b 14 �-}e-, 2d 1'�ri�r��tion spucing= 5 3 ft—�_ft=�spaces � 3•U� d �5 � 1) 2� :,. I�un:��r of perforations is equal to one plus the number of 3.:: 7 12 1� ?5 f,�iioc�tion ��ac��(4). Giech�"i��ure E-�to assure the number of 4.0 7 11 15 2"s 5.G 6 10 la 22 r�;ij,:�'...lW1S��l'�i21�1'Rl g11Q1'Qritl:tS <10% G�ZSCjiQ1'$�TIRI'1Lif10ri. _ � / spaces t 1 = ! 6 perforations/lateral E-6: Parforation Dischar��in gpm ,;. �. '1':.,.�1 r�umb�r of perforations = perforations per lateral (5) parforotion diomerar cil.�.� nurnber of laterals (1 j nGod (inches) � (� 1/8 3/lti %/3% +�;'� �b'� �rf�/lat x 3 lat= 6 �' erforations J � ? �' p 1.0� 0.18 C.�12 0.50 � � L. �..�1.:��1:.�� ttic square footage per perforation. 2,0� G.2o 0.59 0.80 1.0=1 �1,��:1a b� 0-10�qft/perf. Do�s �Tot appl�to ut-gracies. i:��r b�d urea = rock width (ft) x rock length (ft) 5.0 O.al 0.9�t 1.20 1.65 /G tt X �� ft= ��G SCl{t �uao l.G tccr ror�in,r,.�-iurr,:�y nc,n��:. Scju.�r� f�ot per perroration= P.ock bed area=number of perfs(6) b u_�,�o r.:..,t,.r nnvrn,�,�:.:,.•: -J j� sqft-��perfs =�fL.sqft/perE ;. G���r,�un�r�quir�d t1o�v rate by multiplyinb the total numU�r of \,,�:,.,r, �;�rr�>r:�tion� (oA) by flow per perforarion(see figure E-6) �\Y�T�wT« � `f �v m • � , p�ris x -r 7'��pm/perfs= gp ,� �`�- u w / �1 /�� � 5. !r l.�c.:ral� arz conne�ted to he�dzr pipe as shown on upper � -' O c�...ic r.�.�.., �;;.;�:li�t�, tu�el�ct minimum re1uired lateral diameter;enter � ;�,,.:�,:;•:_:.. i:�u:� �-��vich p�rforation spacing (2) and number of perforations Fi;��a E•1:taonito�d tocui�d nt End o�Sy:►�m l��r l:�c�r:,l (5) S�l�ct minimum aiameter for -- r�.fc,r.�i�d lat�ral = inch�s. Fig�;�E•2:htcn;l�W�;,;c•r�a /�4J�.y i Ul ltw l.ufliof Ol Illo SySi6�0 �/ � �i. ii p�ri�ri�t��i lzt�r::l �y�tem is attached to manifold pipe near , � /� ri��;�,:cur, l�w�r diaor.►m,periorated lateral length (3) and ��:=-',����w�^^� ��' �,' ,,��`, � �,u:�-,��r oi p,:rtoration� pzr lat�ral (5)will be approximately one ``� -���-2 j�"� � .��.�� i..:li„i titat ;i:�c�p S. U�inb tl:��� val�zes, SCiZCL I111111rilUITl �-���''� '�, \ � . � .� i'•" . �ii.�r-.�.:��r i„r p�ri�rat��i lateral = � �Z inches. �/ ..%���:�.�;�:; � ii`� � `//2�J ._.. :.;,_ , � � � � �i 1C��C� U11� �vurk in accurdance with a3�(�licable o;:i:llall���, CL.1�•5 :iYl.� 1:11�'>. : :�._"- - �.�<<.�� cl-�.�c I h �ycon��� i - �� . � ;� �;_ / � :. � ' � �`-.:•—�„''�--/� ���/j l �i*nature� �J'�� �. �I (licens�• n) -_ i.i.::.:) J.-. .- � b . , -.,-,.--} ���� T � � r�i��CJi:,E � rcCTGiOtiOf1 :J::�no�gJ.i :,� ��m � ��j .7'LLt:4 i 1��V 1 !l�` t - p�rtor�ticn G���'iztar �.�u � capacity: � � incnts� ,;:;;rt'.�i:�.c , ;• p haod / _J�2f�Gi1 (re�t) � �' 3116� "//32 1/4 :::v:ty' :1i�1: - , i:,:d ai��larg�is 10��az 1.0° 0.18 :0.42 0.�� 0.��3 .:.:;.:um r�qu - ' � ^ '' 0.59 O.bO 1.04 ..:::,:�.�rr: ��,:��;�_�c��i �tischar�e i�45 gpin 2.G �.�6 ;�u« :i;:;:ribL�tion 5.0 ` 0.41 b.94 1.?6 l.c` :,:: :ic:,auf: �1t�l�t',fl WOC1:511�2CC "Ux I.OtGOttor:in�i.:-fumilyhG;n.:�. - -1 •i u:i►.: Ca��Clt}�: �— �pm �'Ux:2.0 t�a►ror uny���u�J��w. _:.::�� � t� �i; � • Po�anriol ror iu� ��� L;`:i�:;�.�1,.: i.�•a:� r�;�jl►lY'i:lYli:ritS: i�:,;;:�n .liii.:r�.�c� ��t�•:z�i►pump ar►d puint of discharge. r� ,.... . .._.. . j;• -''::" a� ,sten�, five Ee�t for pre�sr.re ; � . 1�::�ltYt' •�!T1bl:tlJat$� � • , .�, ',_ . J fi:�t �/ 1 '.:li Irualn',�:;f ' � �ra�::.y' �f�t�M, 'L�fi�. /U , �y�i1 —- - •� .;; .._��.1 ..: iu:�..:iJi.,i. :1 �� �5 `.� . tOfi11 iE,v J .:.J1111/�.S ICfI`j��� . • , i�� dia�neter. a��:o�.._ .� " gpm a_Zd p � ' ' 'td�l� W1�1 �:�:� - / .. :::�c�,r::�t�ur► i��:• _..�::_: .;��T�r��,_ '3 � , ;•. ' per 100 fec c Erom table. inip� '`, ;! ;i ll 1.��:1 �ir:.�' ... i�c.'L �i Z _ .-.... �i L u fc ��f �i e --..__-� •I� ,. , =,�,G i �c./1� 1 P , ......................._.. _..._. from pum to discharg� .��.,..,� . "��_�� �, u��.:rL�,�« t�i.�l pip� l�i�g�h P b for fi:tin �.,c� ��� ►,i�iing 25 p�rcult co pipe len �h S �,•,i`". . `,c:.. Y � " �5 = total pipe len�th l�n,� 1 tim.:51. lcr;s. L.;.�u,:.,i;:�i� ,)i�,t ^_ --�. /� ` i � _ Il'.�:C �;.�11G(1 LG:i31(� f I:w5tIC r:j�v � /�J_S/ _ 1 1._'� — .. ' —'� mu�tiplyinTirictionloss Pcl1�:.1 :c�f � 1: ;�t::: IfiCtiOri lOSS bY" � .. :�.�:;.� ... I � n.:n�,.��:.� _ii 1(; :iJl� i C U�'' �...�11V ili'.I1�C})11�C ItTl�C�:. � � te�'t � v U...i�`io��f , _ / ��-- z.._.�'-----100= �,� �.' � . ..,1 i:'1�lL�ii� :�i'.. — � �-- ifJW iCtc� �•�' -'� r of vation diff�rence,sp�cial h�ad ;,;,;n ,:d is th�sum el� _;� ��.�7 0.73 0.11 _;,::;� :..•.�.: ::.i;.t,i _ ..:._:_.:��,.�,, ....1 wtal friction iJ�• ^ ,� :;.i3 1.1 i u.►� , ��: 5 _��.��___ � -- —T�----tl) ��} (�c) �� c..:�3 1.c.-i G.''_ 1 � ,R,t �: CG.�i� �'.L:. 0.::.; � ,�:_. ,._..�. .—_ �--- '' rl �.�11 �L.GGi 'G..:y _—_._---_._.. ------- .�� 1 I.u7 ...:'S U.-;C i .. . . .___ --� - �V 1�.-�:: .:.�i, iJ.C., ,�. �l :'O U./L . � .. . _ � . ' -__7._---_ --- ---- ---;-_"'�"ia � ,,..,J �+�- ; -: - -=.- --�•- -: _ '_' ` c kast�G gp,y1 � _ . �.�;: � IiC ��1�'.�:t�i.� l0 i{l'.1�'�i:;t v.-.:_� - � 1. . i-...11. :li....:. �\. : `�'� - � .-�� rc�t uI i�l.:i h�ad (Sl�p � ,'._�—� =;, .. .;l. ,.. :�.t�: __._ � ;li �- ,' • � � _..�_.-� _ ... llOSYNG CHAMBER SILING I .. [.U�t,:i:.:;nc arna uu�, ... l:�:tii�_;1��r�:, = L x W I ~ � �; ,- square feet �— ti. Ci:.lr ar�:�=r. (3.1-�) x radius in f�et x radius in feet ��`"�' � 3.:Y :, ic x ft= sqEt � C. i:..c ar�.: irom m:,nufacturer � sqft 1`-"�'��' 3. L.:l.u!:�r�;;.�llons per inch TI;.•r� arc'.� �alloi�s p�r cubic toot of volume, thereforz multiply the ar�a(lA, fi �r C) c;,,,.; :j;�c�n���rsion factor and divide by 12 inches per foot to calculatr gallon p�r inch. -..,a ::�–�1? = sqft x 7.�=12 in/ft –ZS gallon per inch • --�-�..�-� �'o-^-K.. — /o c:c� `�a� L c���l l 1'cl t i 1:: 3. Ca.'cul..cc ��cal �ank volilrilC �UO >�illo►ts or .-�. v�;�u; i:�m bottom oE inlet pipe to t:u11:bottom `�G � � � � �. ��� 100`;� tlt��cTil� l�:u L-'. 1':;c.:.1 ta,�k V011l111i'_ ��pth from bottom of inlet pipe to tank bottom 3A x al, in ./t - =�!�. in x 2� gal/in= �-, �r•_gal or rllt�ntntiri�I'uii:p� 4. C:.�c:;l_.i��.:IIJri� t�cover pump(�vith ?-3 inches of water covering pump) (P.:;r�i- sn� bluck t-«ioht (inch) +2 inch) x gallon/inch A•I:EShlflOkC:�a�C�2FlJ'NS�1GWi;if�Sv2lDGr (_.�:_—:r, T? u1) x Zm gal/in= 3oc-� ballon nwrwaiot pad�coms Q;s 1 Clnu II C7cis CI C;ca IV �. C.'::�ul.;t� :��::1 pulnpou�volun�e � w Z� I;� ;A;.` ,„ ��I�c: pu:;:p�iz� ior�-�does per day. G:�llon per dose=gpd (ser f'i;ure A-1) 3 _ ,A'v� ;xu ?i� ccr,:, .:��,., p�:day= ,_L��-gPd T_�dos.:s/day=_..,/�U gallons `� _0 �i;, :�, ti�__: �,. 1....:�:.e.il�.:C.illl��::L� - J ):U :�N :'r: r�iia: .. i:,_���-;.:;;1� te,c�l pip�lenbth�SG ieet o y:� �_ :: .'s2 C�;::� _. G_i�r.:��nc li�luid volume ut pipe,C�,/ 7 gal per ft (see f'i,�ur�E-20) _ 1 :�a; � �:J u,;;r�u :. G_�i:�b:�k quantit�' �.5 u ft(5B1) xC).i 7 gal per ft(SB2)= L�' gal s �:� 6;� w. t�'�'rr,: C. T��:.1 �ui:�;� out ,rulume=do�z volum� (5A)+drainback(5B3) � � �� �:,1+�ga1= /7�v Total gallon E-�U: tiulam�of�LicjuiJ iu Fi�c Pi �D1sLTl2Ie C3llU1J t�CC IUVI o. �1�..� .:-ar::�iun di�..�nce�using tot�l pL�mpout volume) 1� . i�.L.t ✓.::ij�u:1C VO�:t111j�:�C�T g�1�lllCil��� 1!"I'!; ;;1- � Q�1/in=�1nCh 1 U.li-i7 (1-``�=.�� ��'—_„ 1� 1.0i� i. C:.icui::��v�luni�i,;r alarm(typically 2 to 3 inches) � /_ 1.�_ �d.�l,, ,,. � /� (?� =3 in x � gal u� l �1,. � ^i :;!:.r,:;u�pii, (i�.�hJ x ballon ui.h /' )_� gal .�_1L ?.� 0.�� 5, C;:,�,i..,� ���al ,all�n= 311ons over pump�) +galloru pun�out(5C) +gallons:�larm(7) 3 0�� ��;�: �al + �7� bal T '7 S gal = 5 J ! galloru � 0.��� y. 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P�70!8 COMPLEfED /J-►�1-03 k�3c) ADDRESS__ J�� S��N'� A✓C OWNER CONTR.�f� TELEPHONE N0. � DESCRIPTION Se��-�� ^�Qp�/g l, U� � 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 REMOVAL Z U4 WALL BD• 12 WATER HOOK-UP 17 SITE INSPECTION Q 05 FINAI 14 SEWER HOOK-UP 06 PROGRESS � 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT � 07 DEMO-FINAL 15 EPTIC INSTALL. 22 FOLLOW-UP = 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATIOWREMOVAL � OWNER/CONTRACTOp TO MEET YO YES_NO ti COMMENTS: a � 5�`��`L�� �� a � f p v c��.- v� p� . a � 0 � W � Q � 2 W W � � � �NORK SATISFACTORY:PROCEED ❑PROJECT COMPIEfE W�❑CORRECT WORK&PROCEEO ❑ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALI FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT O CORRECTUNSAFECONDITIONWITHIN HOURS. p pHOTOTAKEN INSPECTOR WILL RETURN ❑CITATION ISSUED �STOP ORDER POSTED.CALL INSPECTOR �INSPECTION REQUIRED.CAlLTO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-460� OwnerlContractor on site: � S Inspector. White Copyllnspector'a Flle Canary Copy/SNe Notics DATE TIME � CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED PERMIT NO. Q(�`�� (Sl COMPLETED 1 -1 1'�3O ADDRESS �S� ��i��r'�-, l�d� AI OWNER 0 S'r��� CONTR.__ __I'��� TELEPHONE NO. � DESCRIPTION S�-Pfi.� �0 J r� �y 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING � 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS y Q 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 � 07 DEMO-FINAL 15 EPTIC INSTALL. 22 FOLLOW-UP ? 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATIOWREMOVAL � OWNER/CONTRACTOR TO MEET YOU: _NO c�., COMMENTS: r <<: �,� ~ �q���1S o� q ._ o � 'SS t a t\L �t S t �� U o - � q( �S-'r C r.. S�� '' — '�- � S�' vn � laQ� � ° — S�a� o� Q "�'� a ( S Y!�.� o{� t�v J �v�" � `.-^:�-ac �' - z � — �v�i` C�� � 3 ��oRKSATISFACTORY:PROCEED ❑PROJECTCOMPLETE W �❑CORRECT WORK 8 PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY 0 �CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFOREC�IERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. p pHOTOTAKEN INSPECTOR WILL AETURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED �INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Ca11 for the next inspection 24�urs i advance. (952) 249-4600 Owner/Contractor on site: Inspector. �� White Copyllnspector's File Canary CopylSite Notice DATE TIME � CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED PERMIT NO.�b TO t�' COMPLETED i 1-Zo�U_? 1�U U ADDRESS_�56� S�X� �v� �, OWNER CONTR. �-'I�YiS TELEPHONE NO. � DESCRIPTION Sf�f'�L �nICS � 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 RE�M VAL Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q OS FINAL 14 SEWER HOOK-UP O6 PROGRESS � 07 DEMO-SITE 27 SEPTIC AAAINT. 21 COMPLAINT v 07 DEMO-FINAL 5 EPTIC INSTALL. 22 FOLLOW-UP = 09 PLUMBING RI 3 SEPTIC FINAL 35 HARD COVER REMOVAL J 10 PLUMBING FINAL � 36 FOUNDATIOWREMOVAL � OWNERICONTRACTORTOMEETYOU:L'�YES_NO ��., COMMENTS: � � . � �r�kS ,,..,.a�,.,� �o f��- o.� d r,���.--.�, o � °�ea- Af d,�t r �1\ � " '��Spt��,�._ D•��iS oI� o ,� � � — 1 O c� � p�lr w�,,� �r���, W , IQ ---' �.��� ;� St�o,,..J �� Z r ��`��S �� Y �� � � —2�\ �i�-S v� t }, .�; �� � 1�+5�- -- �ho.,,J � � a W�WORKSATISFACTORY:PROCEED ❑PROJECTCOMPLETE � ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. p pHOTOTAKEN �NSPECTOR WILL RETURN ❑CITATION ISSUED O STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTIONRE�UIRED.CALLTOARRANGEACCESS. Call for the next inspection 24 ho�rs in a�nce. (952) 249-4600 OwnerlContractor on site: ���°' Inspector. �� White CopyMspector's File Canary CopylSite Notics