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HomeMy WebLinkAbout1994-006570 - new septic system PERMIT Ci�Y OF ORONO PERMIT TYPE: _ , . _ _ ' 2750 Kelley Parkway- P.O. Box 66 ���:-����� �'� ���`�'�� =.��� PermitNumber: `::r`;�,;.f�_,"�" Crystal Bay, Minnesota 55323 � � (612)473-7357 Date Issued: � ;�;;^��:,;�_:�:: SITE ADDRESS: '.'_ _'•_' _�'"i i._•�"i":_�._'.�•a': �_i'"°: - — , —i�`t; i—� DESCRIPTION: .. .. _ _ ._ �� . .._.i. F , � . �J��. _ _.. . _ � _ ��"±"_. - .._�:�,-_�,� _. �.:.=;Y ;t� .. .:r�; � __ ;,:f�;':;3 i:�;?��i=_._ - i ��f!eii!! 1.�.t t t� �.�t L'l7GItTV ' t' ifir.t t~. if'� t ,t.'t'7'71t1�•L j.:�.•'1L•t a?s ai te}iietit —Jl�7�.11.'\'VVV T� i!° i!e'6 �}i! V1 4*L7T t1'�`aVV ' r'r.'trS 1.:...�..tv'i.%uvv r' i�u L'fi V! LLti •Jl REMARKS. 4•+1LL71 !L atir�<.��L ;•:��:rfr,i....`�:�;�e:� 'r'+'�ii iif...wCid' i�iri»��1 i vu •—� --- �"r:•i; ;,i;{ 7; : :: ii��,i. ?,..:'i% L•'vvi eiv�. �i�%�: A i:'��LV.l��. FEE SUMMARY: _ __ _ - - - - �:}- -,�,�,_:_ _ ._..,:, �,t:� � '" 'i .�i '�`- �.._,.._._..�...._�. ..�.._. _ _.r .�.. : �S_9i����9^f CONTRACTOR: — F':�=i�°-�. ;t.'-Sf3�� � OWNER: T ...__'.___sr..;y _�_F,-j T _ -�1�`"!1.�.:. _.�_ s::-, ..:�{_:w�`_ _ _ _. _. , �..}"��_i'_� . `i.i C, �.�. : :i: _ _._..'_7 _...`:�'�.i._ . i_.I��';� �i__ _ —__ _ ...= !`_s�'.�",f..�i��... �.`�'. _j'":���_•:`�.j�i . .. . �i= — _ _ }._�'.° . ._ F'�rti� ._ ._ _w i t`c;: -� �'` �' '.:i.'�:, _ '''�,E :���}r��,,���'�h��:� ������:��Y` �E�?�.�c.. �_=� �=cFit�I'_ _ . _ . .,:z #�t=`t��:.� .�. ��i�t._ .:��:�_=:�._.�.;�;=iL e� = ,� �����=�i:I���� ��€�� �'a.�. � "r�� ���# ���... +�1��fht::. �� �-, , : ,._ ,: , c�s�x {;_ � -�i� � � �. . _•..��. .._�. .. . ::� �iI i� .,�__ t�:_TY =�F ,w, t,t�!'t `I i .r)'f ,€G;�' ' � ` � ,w. ,` �" ��f �'=3`! '' s� l ; '�: i'T t r L �_��...i.•_. _.�ts. ..�`.. :.����._. ?�i�'��. �w���� *�' �������.+. ��-? � •_ �..�.. ��!`� � . . .:' . .{t!.. � , ,.... .., . ..: . � 1 � ��� Z � �:��.�E'G%�� � � � � APPUCANT/PERMITEE SIGNATURE ISSUED BY:SIGNATURE � . CITY OF ORONO SEPTIC SYSTEM PERMI'T APPLICATION Box 66 (2750 Kelley Parkway) Crystal Bay, MN 55323 JOB SITE ADDRFSS: ���� �,C�Y�1J� c��l'� Occupancy Type: Residential �_ Commercial Other Permit Type: New or Replacement System, $100.00 Ir�c�,oc%� Repair Existing System, $ 50.00 0.50 State surcharge added to above fees *See fee schedule for non-residential permit fees Owner's Name: � ��� PhoneNumber: %�%���� Mailing Address: City: 7ip: Contractor's Name: �'. f=�-,��-_f° �' -{" I��. �� � PhoneNumber: �/'� r � `' ` Mailing Address: / %/ r1/')'1/3c,�'�. L r t' City: ;',�ft�T�J�3 �P: >` �; �, `>�--�,���`%. ,,:���' �t ��? � ' DO NOT MAIL PAYMENT WITH �HIS�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 City of Orono 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 station (where required) components are functional and comply with codes. 5. Individual holding MPCA Installer Certificate shall be present during inspections. A 24- hour notice is required for all inspections. � � y NOTE: Applicant must initial all spaces. Fill in all appropriate blanks, 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 installing the following: �,� � A. Tanks: �Precast Concrete _ Other Maaufacturer ����v �',Gq;NE Tank Capacit�es: 1)� g�• 2) ldoog�• 3) l000 g�• B. Pump Station (if required) � Pump make & model a;?�� Y►1�.��o i d (attach pump curve & literature); system design requires � gpm at � feet of head. High water alarm make & model / z,�s � i4�a e•-r� . Outside electrical work to be completed by installer ?C electrician � other . Inside electrical work must be completed by electrician. C. Treatment System: Trenches: s.f. � Mound Depth of rock below pipe " Rock bed dimensions /O 'x�' Drop Boxes Sand bed dimensions �ll 'x 6`A' Distribution Box Pressure Dist. Pipe Diam. � `�z. " Maniford Pipe Diam. Z " D. Final Cover/Topsoil to be: �_ borrowed from site (show location on site plan) x trucked in The undersigned hereby applies to the Ciry of Orono for issuance of a septic system installation permit, agrees to do all work in strict accordance with the ordinances of the City and the regulations of the State of Minnesota, and certifies that all statements made on this application. are complete, true and correct. SignatureofApplicant: Date: )C� - Z Z � c1 �- MPCA Certification No.: Q�� Staff Review: Approv Denial Reviewer: Date: �a "� Reason for Denial: ' ;� . -., � , � � , --` ��,�'� �'� �; � � > .:, � �� ,,,. ,.�.-� �k;��`� � -�- CI i Y OI� ORONO ' � � �`""�,j� �a 1'� � ��+�� � SEP'�IC SI'STEI�t APPIZOVAL . /� �,,. -, ���,� ,� ,� �` ���`�'� ' ��,�,�� � � �:, � ;#.,,���: �ITY of �RO�'O ,�; ►x � F \_ �'i..�� r��,:;. ���, �.� 'r� t � fi' .,ti;ti�'�."� � MunicipalO(Tices ��,'i, ` �` �d'a�� ,� Post O(Tice Box 66 � � � ��t��'�(�� CJ Crystal I3ay,Minnesota 55323-0066 l.q ��t;I f�`�,,,"�c� �'ES-�O LOCATION: 1920 Shoreline Drive OWNER: chuck Rus ch � '; GE�?rRf1L CONTRACTOR: SEPTIC CONTIZf1CTOR: SITL �Vl1LUflTOR: Development Eng. REPORT DAT�: May 11, 1994 Tlie City of Orolio llas approved your on-site system design as of May 16, 19 9 4 (approved-disapproved) (date) ,; 7 with tl�e following conu»ents: `��:� , .,� :� �__�, I THIS IS NOT A PERMIT. Tliis is a design approval form wl�icl� must accompany the site plan. A permit must _ be issued to a licensed septic contractor prior to installation. A list of currently :icensed septic contractors is .+ enciosed. . NOTICE TO INSTALLERS: Any clianges to ttie approved plans and specs must tiave prior approval of ih� Inspector (473-7357). Call for inspections 24 hours iit advance. - ALL DIZAINFIELD AREAS MUST I3E FENCED OFP prior to building site excavation and fencing must remain in place until final site grading. Approval to pour footings wilt not be g�zanted until tl�e Iiispeciions Department has veri�ed that primary and alternate sites are adequately procected. NO VEHICULAR TIZAFFIC OF ANY KIND (cars, trucks, earth m�ving equipn�e^t, ecc.) is allowed within 20' of tested drainfield sites either before or after system construction. Compaction of tliese areas could render thetn unusable prohibiting the timely completion and or limitii�g tl�e long term use of the property. A site copy will be available at thP City Offices for the septic con[ractor. i'�... , CITY OF ORONO �r � BY ���' Stephen c .nian, On-site Systems Manager I' t , ��� � 'iL•LLI'I IONG-473-7357 • FAX-473-0510 / - ,� T , , MOUND DESIGN WORKSHEE7� � (For Flows up to 120U gpd) 3 �E���n-. ,�s PE� �,T--� o� o���v t�. FL,��/,1 Estimatcd Scwagc Flows in Galluns Fxx day � Estimated �SO gpd (see pages D-7 or I-3, 4, 5) ,,,,,�i �g�� or measured gpd x 1.5 = ��o�m5 Tr�, Typc II Type Ill TI� , B. SEPTIC TANK LIQUID VOLUMES � °� 3°° 2g8 �` 4 � 375 256 °�'b` a – /oo c� gallons (see pages C-3 or C-5) s �so 4so 2� `�o` 6 900 525 332 T��. 7 ]OSO 600 370 � 8 1200 675 408 cdumn C. SOILS (refer to site evaluation} 1. Depth to restricting layer = o�6� inches �P��T��kC�p�cilicxin�.���.,,, H Numbct o! Minimum Liquid Liquid cnp�iry wi�h 2. Depth of percolation tests =/z -r la��¢ i8�� inches ���m= c�.�;h e�.o.��d,t�wi �� �� � 3. Perco ation rate 3. ao mpi 3or4 ,a,�, 4. Land slope 7� `� %o �,a o,9 '�, �� o�«9 _..... V5i 5i� A-5 f�F2 eTr i � �-f�� ��Je � l9 °l D. ROCK LAYER DIMENSIONS 1. Multiply flow rate by 0.83 to obtain requireci area of rock layer: Daily Flow x 0.83 = 5o gpd x 0.83 sq. ft./gpd = �`� sq. ft. 2. Select width of rock layer (10 feet or less) = I b ft. 3. Length of rock layer = Area = Width = • 3� `f sq. ft. = /� ft. = 38 ft. Rock Bed :r•r�rtir•r�: :�f�: :�r�r:f:r: i �p� tif,r. �`.f�f�f���f,f•r���f����• �'� f •ti ti�.,.ti..... .. . . . . . .. ... �ti'idth ,Jft. .f�f��.f.f.f�f�,�:;:,•:;:f��.f.; E. ROCK VOLLTME ,'��'r'�'"��'��'�'�''�'�'''�'—�1 Length l. Multiply rock area by rock depth to get cubic fee± of rock; 38 � � 3� sq. f t. x� f t. _� cu. f t. 2. Divide cu. ft. by 27 cu. ft./cu. yd. to get cubic yards; 3�cu. f t. - 27 = l3,9 cu. yd. 3. I�lultiply cubic yards by 1.4 to get w�eight of rock in tons; 13-9 cu. yd. x 1.4 ton/cu. yd. = 020 tons. F. ADSORPTION WIDTH Absorptiun Width Sizing't'abic 1. Percolation rate in top 12 inci�es of soil is 3. � mpi Pcrcola�ion Raic Galbns Raiio of 2. Select allowable soil loading rate from table on page E-; in Minutes�� s�;�r�x���e ��d,y�� Absorriion.,;��;, � _ gpd�ft2 Inch IMVI) sy�an fcxx I lo Rocl 1:�}cr ��� �'id i h 3. Calculate adsorption width ratio by dividing rock layer Facter I • c �„� .- _. - o.�� s��,� �.zo �.-- loading rate of 1.20 gpd/ft' by allowable soil loading rate; o.��o ��z �� •• oc�o �.ra 6 to 15 Snndy]..oem OJ9 L5, 1.20gpd/ft2�-�o gpd%ftz– _�__. �b���o �b�, o.«� 2.«� r4, 31 to 4S Sih Loam 0.50 2.:0 Check this vali�e on pa�Tf.' L-IV. 461060 ClnyLoain 0.45 [.(+i 60 �0 120 G�y 0.21 S.IKI 4. Multiply adsorption width ratio by rock layer width to get s'�;o;;;�^ c�a� -.... _-.-. required adsorption width; �— x � ft = _ / D_ ft ,�,; �,,;,,.,,;. .:.f ���, �f«t� :� , ,-- . /;��( � .�c..�f �,/,� � �� �� � _�%" ,r�'p�'^_ � — , ��.� � � - �i'%/l'�� (_'��'i �i,��: `,r�� '7��/� %U'i% �fE 1 `�5��,2�- i:3�%�(r.,j � . , .. . r , • ` G. DOWNSLOPE DIKE WIDTH 1. If landslope is 3% or more, subtract rock layer width from adsorption width to obtain minimum downslope dike toe �o ft- � ft = _�feet 2. Calculate Minimum mound size based on geometery: a. Determine depth of clean sand fill at upslope edge of rock layer: Separation : 3 ft- � __j_ feet b. Add depth of clean sand for separation (2a) i foot Cover at upslope edge, depth of rock layer (1 foot) i foot Ro ed t0 depth of COVe1' (1 foot) to fi11d the Separation ' reet mound hei ht at the u slo e ed e of rock , Slope Oitference �� et g P P g l,pslope Width � ft + lft + Ift = �_ feeE teet ROCk Bed Wid[h c. Enter table with landslope and upslope dike ratio. _10_reec Downslope Width Select dike multiplier of 3. 0 3 �eet d. Mulriply dike multiplier by upslope mound height to find upslope dike width: L x ,03 = q.! feet e. Multiply rock layer width by landslopto determine drop in elevation; Slope Difference - /0 x�%a -� 100 = 0.7 feet f. Add depth of dean sand for slope difference (2e) at downslope edge, to the mound height at the upslope edge of rock layer (2b) to find the downslope height; 3 ft + D.� ft = 3.� feet g. Enter table with landslope and downslope dike ratio. Select dike multiplier of S.�8 h. Muldply dike multiplier by downslope mound height (2� to get downslope dike width: 5.88 x 3.�� = a a feeE i. Compare the values of step G.1 and Step G.2h Select the greater of the two values as the downslope dike width; ��. feet j. Total mound width is the sum of � 'u _�coe wiatn upslope dike (G.2�) width plus rock � 3�feet layer width (D.2) plus � Ro�k eed W,oth downslope dike width(G.2i • �'ee` �� � Upslope wiath Up to��e w�c � `'�ft +�_ft + a2 r� ft = � feet 3 �L feet �tee� � k. Total mound length is the sum of � upslope dike width (G.2e) plus rock layer °o"��'�a°°f et°Li length (D.3) plus upslope dike width (G.2e); °/, 1 ft + .�8 ft + q. 1 ft = �(.2 feet To[at Length fj/ Z� �O owns ope ps ope 3:] 4:1 S:1 61 7:1 3:1 {:1 5:1 &1 7:] 8:1 1G alope 0 3.0 4.0 S.0 60 7.0 3.0 l.0 S.0 60 7.0 8.0 1 3.09 d.17 526 6.38 753 291 3.85 4.76 5.66 6,5� 7.{7 2 3.19 !�5 556 6.82 8.1! 2gi 3.�0 15d 5.36 6.11 6.90 3 330 1.5d 5.88 7.32 8.86 275 357 6.35 5.08 5.79 6A5 { 3A7 4.76 6.25 7.89 9.T1 268 3.15 4.17 d.&6 5.46 6.06 5 353 S.OJ 6.67 8S7 ]0.77 261 3.33 4.00 d.62 5.19 5.71 6 3.66 5.26 7.74 9.38 72.Q7 2.54 3.23 3.85 l.41 �.93 SA7 7 330 �556 7.69 103t 13.73 248 3.12 3.70 �.73 �.70 5.13 8 3.95 C,� 833 1154 15.91 242 � 3S7 �.OS d.49 dB8 9 l.il � 9.09 1J.Od 18.92 Z36 3.d5 3.90 4.30 !b5 10 4'9 6.67 10.0 15.00 2333 231 286 3.33 3.75 d.12 �.d4 11 /.� 7.74 11.11 17.65 30.43 226 278 3Z3 3.61 J.95 «b 12 t.69 7.6a 1250 21.a3 13.75 221 2�0 3.12 3.49 3.80 LOB � END PERFORATION OF A PERFORATED LATERAL PRESSURE DISTRIBUTION SYSTEM Wos� Covar 1. Select number of perforated laterals � Topto11 � . :,, . . ..,.r. "''� .'Lcya of GeoteaU�� FaMlc(u fov .�� Loamy Scnd Loyer :lncn layw ol Iqy x�traw caered .� ...rit�nd rwln poper) 2. Select perforation spacing=_�feet. �'�•a ed o M�bro�ion OrI1Nd No�l:omally � - .. M�o o rw« r� 3. Since erforations should not be laced closer than 1 ft. to ''�P'°s - � "' �'°" 1z•,° E°a. P p �Droin Fleld Rxlq of Rock Laye� the edge of the rock layer(see diagram),subtract 2 ft. from �N''�' ` �� ' ��" ` P.:�o�o�b�'�,.e a� Clwn So�d Lay�r Bottom of lal�rol the rock layer length. o��y�noi sou PropMr gtorlfled �S - 1 ft. _��feet. ��ae Placlnq Sard Loyw R°cS`laya�`i'gtt' � TABLE OF PERFORATION DiSCHARGFS IN CPM 4. Determine the number of spaces between perforations. Head Perfora6on diameter(inches) Divide the length above by perforation spacing and round ��� ,� down to neazest whole number. � i. osb o.� 7 0.69 0.90 Length perf. spacing =�(�ft.-:-�ft. _��spaces 2.ob o.so i.oa �3� �2� 3 0 0 96 1.28 5. Number of perforations is equal to one plus the number of a.o 1.13 �.ar 5.0 7.26 1.65 perforation spaces . aUse 1.0 foot of head foz iesidential systems. bUse 20 Eeet of head for other establishaunts �spaces + 1 =�perforations/lateral W.�o�m.Os..bdeb..e(�rrsY .�e�fac�,.r,,,.,,,. . 6. Multiply perforations per lateral by number of laterals to ,,,,� P"""`'°""�''" i�m'� 1.25 inch 1 S inch 2.0 inch get total number of perforations. la �8,.,, 28 3 U 13� V7J 26 u��s x �3a��,= 3�O perforations. a:o i i is 23 s.o io ia 22 7. Determine required flow rate by multiplying number of perforations by flow per perforation 3� 0.7 �, .W.�o��„� .. ��.��.� �,�. �S x���=a 7 m. S�- � 8. If laterals are connected to header pipe as shown on upper �- �� example,to select minimum required lateral diameter;enter �,,.�� table with perforation spacing and number of perforations �„o,�� per lateral. Select minimum diameter for \� �'�0 perforated lateral = .25 inches. u»ur w rc�rart[o�+[uttWs�a �(1Yn[M1MIfpM M YOYMD (JlK/CUIO TK N( . `R.wrwa v.ae ar Y+� � �wµi'�n.:ti'w ��//�O 9. If perforated lateral system is attached to manifold pipe near _,",�i` "-"�` .._... the center,lower diagram, perforated lateral length and - \,;�`�'�'°��'�'°' L number of perforations per lateral will be approximately one /,.. �'" "���R-� half of that in step 8. Using these values, select minimum '' �,,,��� diameter for perforated lateral = .Z inches. \ ` \r"'�"� � �y„s z� .� , PUMP SELECTION PRO ED mR o+o �ow►raN oF n �-roaaTm u�nt. A. Debermine pump capadty: � �� Gravity Distribution T� 1. Minimum suggested is 60p gallons per hour(10 gpm)to stay ahead of • - . wateruserate. �.._.•:���.. �.",�.,p:w,..:.i`°"°'°'- �;;.., _. . 2. Maximum suggeswed for delivery to a drop box of a home system is 2,700 . _ . � ��,,.,,,,,,,.,4 gallons per hour(45 gpm)to prevent build-up of pressure in dmp box. ,�.,, ���� ,c:.�.,.:;.:.:.-- . ' Pressure Distibution v ��' "�'°�°'"��„ • �:; w.�.w u,� e.n..«i.a�. 3.a. Select number of perforated]aterals b. Select perforation spacing= fee� :���•�..��.�.+ . c. Subtract 2 ft from the rnck]ayer length. �-2 k.= feet � d. Determine the number of spaoes between perforations. TABLB oF P&RFORAtION DL9C�IARGFS 1N GPM Length perf.spacing= k.+ ft.= spues � pe�atjon eta�ta(�nd,ea> e. spaces+1= perforaHons/lateral f. Multiply perforations per lateral by number of laberals to '�„ '/. get total number of perforations. �� x��= perforations. i,p, o� 0�4 g' � "-r-r�' g�'m. �s o.� 090 s.a� o.eo �.04 SELECTED PUMP CAPACTTY a_�gpm u a.a9 i.l� 3A 0.98 l,Zg 4A 1.13 1,4� . B.Determine head requirements: 5A i.26 i,6s 1. Elevation difference between pump and point of discharge. LY feet aUse IA foot of hasd fos msidential�yste�s, bUx 20 ket of head for othu establis2�a►ents 2. If pumping to a pressure distribudon system,five feet for pressure required at manifold if gravity system,zero. _ � feet 3. Friction loss a�� a. Enter friction loss table with gpm and pipe diameter. � P;pe Leag�h q,�8�g Read friction loss in feet per 100 feet from table. F.L._ ,33 ft,/100 ft of pipe Point of Discharge b. Determine total pipe length from pump to discharge 9`�5 point. Add 25 pereent to pipe length for fitting 7� Ele�ation Differenoe loss,or use a fitting loss chart. Equivalent pipe 9 38 P"'r'p length-1.25 times pipe length= �$�x 1.25= 3 SO feet F-18b c. Calculate total friction loss by multiplying 1.5 inch 2.o;nch 3.0 inch friction loss in ft/100 ft by equivalent pipe length. � ������aPiP` Total friction loss= �50 x ,33 +100=_ /� feet. l0 0.69 0.20 4. Total head required is the sum of elevation difference, 12 0.96 0.28 14 1.28 0.38 special head requirements,and total friction loss. 16 1.63 0.48 18 2.03 0.60 /0.5 +�_+_ � `'j 20 2.47 0.73 0.11 __�___ J.3._ i.ii o.i6 �i� (Z) (3c) 30 5.23 1.55 0.23 35 7.90 2.06 030 TOTAL HEAD 3 � feet � 11•07 2•64 a•39 45 14.73 3.28 0.48 SO 3.99 OS8 C. Pump selection ss 4:76 0.�0 6o s.6o o.s2 1. A pump must be selected to deliver at least �-��"'a� '-" 3.73 �7 ' Z-- ? J�` 1�5 �. �gpm (Step A)with at least 3/ feeE of Eotal head(Step B). 5; a'7 -�- • ._._. 3 Q �. �. �3 Z X � - ' x= �� 37 ? _ �, 33 .� , . . Sizing of PumF Station 1. Defiernune Surface Area T Rectangle=Area=L x W idcl► x = square feet L Length Circle=Area=R x(Radius}� 3.14 x a x a - /a square feet Radius �'g��A,Am Other=Get Surface Area from Manufactuner - s=3.14 �_ �� square feet " 2. Calculate Gallons Per Inch � 'Ihere are 75 gallons per cubic foot of volume,therefore you must muldply the area times the mnversion factor and divide by 12 inches per foot bo calculate gallons per inch Area x 7S+12 la.�� x7S+12 =7.8� gallonslinch 3. Calculate Gallons bo Cover Pump(with 2 inches of water covering pump) e�;�a s�,�r�.�c.�.a.a,r (Height(in)+2 inches) x gallons/inch � ��+ a„ �X 7.S$ __14/.3 gdl]pI1S �� �I �II�� t4 4. Caiculate Total Pumpout Volume 2 �ou �s �so A. To maximize pump life select sump size for 4 to 5 pump operations per day. 4 � �s 2� � `f�0 gpd+4= I I a.5 gallons per dose 6 yo�o su �i ,�,L B. Calculate drainback � ioso 60o ro a 8 1200 673 108 ,y,�,.. � a. Deterntine total pipe length,a$O feet. b. Determine liquid volume of pipe,70.�gallons per 100 feet. (see page F 13) c. Multiply length by volume: Drainback quantity= 1 � aSo feet x I o.,� gallons+100 ft.=aq•� gallons. .s �oss G Total pump out volume equals dose volume+drainback Z - i i a�5 eallons per dose+ a 9.� gallons= /�{oZ•/ Total gallons 3 s 3s:� a �.� 5. Calculate Volume for Alarm(typically 2 to 3 inches) Depth(in)x gallons/inch= � � ,y 3�� x �•as = a3.� gallons Resave G � 6. Calculate Reserve Capacity(75%'o the daily flow) � Daily flow(see page D-�x 0.75= p�P� 5a x 0.75=3375 gallons T Pumpouc Volume 7. Calculate total gallons P�„np oflr gallons over pump+gallons pumpout+gallons alarm+gallons reserve p,,,,,p g�;� 3+4+5+6 I'�1,3 +_I'��-I + oZ3.� + 337� = 1�4�5gallons 8. Total Depth (Total gallon divided by gallon per inch) Total Gallon+gallon/inch 6s�y,� + 7.g5 = �ri.�.l inches o i2 �7 � De6P �vmp�nll� Sr�4Tio� 9. 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OATE TIME CITY OF ORONO CALLED IN -�� INSPECTION NOTICE�s�b SCHEDULED .!/-i.� 1�— PERMIT NO. COMPLETED ��--- ADDRESS ��a U � �� OWNER ' / ° CONTR. � TELEPHONENO. �� � ��s� � DESCRIPTION � Ot FOOTIN� 11 MECHAN�CAL RI 18 D(CAV/dRADIN(3/FIWNQ � 02 FRAMiNO 13 MECHANICAL FINAL 19 LAI�SHOREIWETLANDS � 031NSUlATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z pq yyqLL gp, 12 WATER HOOK-UP 7 7 SITE INSPECTION � p5 Fl(J�L /4 SEWER HOOK-UO O6 PROCiRESS _ � 07 DEMO—SITE 21 COMPLAINT J W 07 DEMO—FINAL SEPTIC INSTALL. � 22 FOLLOW-UP = 09 PLUMBING RI 23 SEP11C FINAL 35 HARD COVER REMOVAL v 10 PLUMBINQ FINAL 36 FOUNDATION REMOVAL Q OWNER/CONTRACTOR TO EET YOU: ES NO ^� ^ ��„ COMMENTS: �' — �`� I�� � - �a — �' r j � O �. � O � W � Q � 2 W � W � � d�ORK SATISFACTORY:PROCEED - PROJECT COMPLETE W � ❑CORRECT WORK 8 PROCEED G ISSUE CERTIFICATE OF OCCUPANCY W O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ^ PHOTO TAKEN INSPECTOR WILL REfURN ��ARDER POSTED.CALL INSPECTOR �= GTATION ISSUED �'�°"C�'-1l+�P�CTION REQUIRED.CALL TO ARRANGE ACC,ESS. w.�,..:,4 ..:��.- . �a''� ��'���:�`�Call for the next inspection 24 hours in advance.473-7357 ,, '4wnedContractor o s' Inspector. White Copylinspector's File Canary CopylSite Notice � r DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTI SCHEDULED �,������ PERMIT NO. �Q�4PLET D � ADDRESS ! : OWNER � CONTR. G TELEPHONE NO. � DESCRIPTION �1��� � 01 FOOTINO 11 MECHANICALRI 18IXCAV/(iRADINCi/FIWN(3 � 02 FRAMINQ 13 MECHANICAL FINAL 19 LAI�SHOREJWETIANDS Q 03 INSUtATION 24/25 WOOD BURNER/FIREPLACE 34 THEE REMOVAL Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION � 05 FINAL 14 SEWER HOOK-UO O6 PROQRESS 2 ~ 07 DEMO—SITE 27 SEPTIC MAINT. 21 COMPLAINT J W 07 DEM�FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP = 09 PLUMBINO RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL v 10 PLUMBINQ FINAL 36 FOUNDATION REMOVAL � OWNER/CONTRACTOR TO MEET Y _NO � COMMENTS: ! � — � � i a � � �� � J � 0 � ' 4�h �' S � o , � � W Q -' �c9 �' � y � r Z W � W � �WORK� SATISFACTORY:PROCEED � PROJECT COMPLETE W W L CORRECT WORK&PROCEED �; ISSUE CERTIFICATE OF OCCUPANCY 0 O CORRECT WORK,CALL FOR REINSPECTION TEMPORARY 0 BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITION WITHIN HOURS. C PHOTOTAKEN INSPECTOR WILL REfURN ❑STOPORDER POSTED.CALL INSPECTOR =� CITATION ISSUED ❑ INSPECTION REOUIRED.CALL TO ARRANGE ACCESS. Call for the nex ins ction 24 hours in advance.473-7357 OwnerlContractor o Inspector. White Copyllnspector's File Canary CopylSite Notice DATE TIME CITY OF ORONO CALLED IN � � INSPECTION NO ICE SCHEDULED AERMIfi NO. c MPLETED 9DDRESS I ' OWNER CONTR. �G TELEPHONE NO. � DESCRIPTION _ �/Y� � � 01 FOOTINd 11 MECHANICAL RI 18 D(CAV/(iRADINC�/FIWN� y 02 FFAMIN� 13 MECHANICAL FINAL 19 LAI�SHOREINfETLA1IVDS p 031NSULATION 24l25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q = 05 FINAL 14 SEWER HOOK-UO O6 PROGRESS ~ 07 DEM�SITE 2 21 COMPWNT J W 07 DEMO—FINAL SEPTIC INST 22 FOLLOW-UP = 09 PLUMBINCi RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL v 10 PLUMBINO FINAL 36 FOUNDATION REMOVAL Z OWNER/CONTRACTOR T MEET YOU: 1fES O ? � COMMENTS: ✓ � � L� � � . a � � -- 4 ,� ' � 0 � '�' s` �''�' 0 � W � Q � z W � . W � � � d ORK SATISFACTORY:PROCEED C PROJECT COMPLETE ❑CORRECT WORK 8 PROCEED C ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. C PHOTO TAKEN INSPECTOR WILL REfURN ❑STOPORDER POSTED.CALL INSPECTOR !=CITATION ISSUED �INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance.473-73�J7 Owner/Contractor on ite: Inspector. White Copyllnspector's File Canary CopylSite Notice �:�; .,,H. � FRANK R. CARDARELLE Land SurveyGr • : (612) 941 -3031 Eden Prairie, MN 5534�r ��r �i� i�a� � �� ��r�� � � � � � G ���"1�ti'����-c't�--� � Survey For Chuck & Kirtt Rusch B00�C 339 Page 23 File � `k='/ .�"�,� „� � �T -' l�1'�1J(�,�f� w/ ` `� � ` � .� ^ � �.,lG Bv;i��,,,, �� CI / � 9yb.19 w � . . � . � I � � ���y • v. � 9`f6 `�\ �`r" C1. •�'+ � �? � 9�16.Mg `'/i�� � � '� / l`.� •r � - _- q�6 �� . � \ 4y � ' � �'� o - � � 4��; �� 9YS,e3 ,:\ �"i i ; \�',",� P°'nl,� �� r '..`\ .,. 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FE'.�!�fl�' NQ. .......�.-,.- ` ` ♦ "`�� ct DATE _. , �, 6-� 3�.0 '� &�� i �ry,,�"c"� e�g Sitc 7L y ��$z` ` � � � +_ � �+F�r'fiOVN�i ��;-r� � � c�T,Qi�lS AS N�J�'�J „ �= j,�s ���:i � _ . �p '��V�� -- �;�R�?FCT & f��SI;B,V1fT ( , �/�Y � � ` ��g � � , PF<� � �� � ' I .X Q ��v3n�r�q!Yli^�,•��ts ar;-`,Vi'V@l1f 4slfQ ��9.t101�. AII,WcN{.� oh�l� C#Q �Cin! � � .y �t)f�{lS .`c�< �}t::!1t? -+�st�'' ^� , . e . . .. , ♦ ` , {-1 M ir� ft.il: C{� �.��iull�c; Y��� P�i L9(.�`Ch-'� ,t,,.Y� `�?�,.,�. t'.�� � ^v`ge ,, � . t q�a �,,.� � .,�{ � ,4 <<,� ��:, ��- - , ._ 1 ` � , ;�N `�ET� . '�f `ti':�( _ �',( "�,_l �f'��f ' 46f.0 . � _ ��3 �,p sw'ly I�n� o-F l..o+6 . . . ; Descrintion- ' Tracts A and B, Registered Land Survey No. 96, Files of Registrar of Titles, County of Hennepin, and that part of Lot Six (6) lyinq Southwesterly of a lina drawn ecros� said lot parallel to �nd 105 feet Northeasterly from the Southwesterly line� of s�-�id lot, Auditor ' s Subdivision Number 356, f3ennepin County, Minnesvta, according to the map or p].at thereof on f11c and o£ recard in th� �ffi�e of thQ Registrar of Tirl��t of Hennepin County, Mi.rinesata. Tc�gethdr witih nn easement foz raad purposes over the We:�terly 20 �eet of Lot 5, Auditor ' s 5ubdivision Number 35� Nennepin County, Minne�ota. � . � ' �� � � . . ' . . , ,r�. , • , � t � � � , I hereby c+�rti�y that this i� a true and corract repreaentatl.on of a-aurvey � of th� boundaries of abovP describFd �ro�rty ' � Hennepin County. Minnesota, and of the location of 1 buildinqs thereon, and all visible encroachmentr�, if �ny, from or o sa d land eyed by mr • this > ` `^ day o£��. � , 199%�. CARDARELI.E b ASSOCIATES,71NC. b�• --�' Phone: (612) 941-3031 ���� c� Iteg. No. GSo$_