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Home My WebLink About2015-00763 - septic mound system � CITY OF ORONO * 2 0 1 5 - 0 0 7 6 3 * 2750 KELLEY PARKWAY DATE [SSUED: 06/19/2015 ORONO, MN 55356- 952 249-4600 FAX: 952 249-4616 ADDRESS : 200 BAYSIDE TR PIN : 06-117-23-22-0027 LEGAL DESC : BAYVIEW FARMS 2ND ADDN : LOT 2 BLOCK 1 PERMIT TYPE : SEPTIC PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : NEW OR REPLACEMENT(SEPTIC SYSTEM) ACTIVITY : MOLTND SYSTEM-SEPTIC NOTE: (3)PRECAST CONCRETE 1300 GALLON TANKS-MOUND TREATMENT SYSTEM 630 S.F. APPLICANT SEPTIC NEW OR REPLACEMENT 400.00 STATE SURCHARGE SEPTIC 5.00 HAYES& SONS EXC. INC. 263 82ND STREET S.E. TOTAL 405.00 MONTROSE, MN 55303- Payment(s) (763)479-1762 CREDIT CARD 5293 405.00 Minnesota State License#: sept-L640 OWNER Gonyea Homes 6102 OLSON MEMORIAL HWY GOLDEN VALLEY, MN 55427- AGREEMENT AND SWORN STATEMENT The work for which this permit is issued shall be performed according to the approved plans and specifications,applicable City approvals,and the State Building Code. This permit is for only the work described and does not grant permission for additional or related work which requires separate permits. All provisions of laws and ordinances goveming this type of work shall be compied with whether or not specified herein.This permit will expire and become null and void if construc[ion authorized is not commenced within 180 days of the date of issuance,or if construction is suspended for a period of 180 days at any time after work has commenced. The applicant is responsible for assuring all required inspections are requested in conformance wi[h the State Building Code.This permit may be revoked at any time for due cause. �-' � �- � �S o --e.c�—� � � l �� /� pplican ermit e gnature D te Issued ignature Date 1 � ��'�, City of Orono FOR CITY SE ONLY � N � P.O. Box 66 �-j J" ' � ` 2750 Kelley Parkway Date Received: lt�� Permit# � �� / � /( - -,. � Crystal Bay,MN 55323 L.� �,�T 1 ! (952)249-4600 Amount: $ /D-�!VV � , ,�' :� ��E�S}�{1�� CITY OF ORONO - SEPTIC SYSTEM PERMIT APPLICATION (All permits must be approved by the On-Site Septic Manager and/or Building Official) Job Site / Owner Information: Site Address: rL-`�� -"�S� � �2A--f �— Owner: �� G�••1 ,�� 5 Mailing Address: City: Zip: Home Phone: Alternate Phone: Contractor/Applicant Information: Contractor/A .: 7� •� 5 � �*n-5 Contact Person: ��-�� NN � Address: Z� 3 �'2-� 5"t S �'� State License #: � tv `� C� City: /��''�� Zip: Expiration Date: �-� Z-�i S� Phone: � � Z �� -�� r� Alternate Phone: �b 3 r��5 � ��6 Z- TYPES 4F OGCUPANCY Residential ❑ Commercial ❑ Other PERMIT TYPE AND FEES New or Replacement System $400.00 • / � U Repair Existing System 100.00 (Tanks or Drainfield) State Surcharge 5.00 5.00 , � Total $ �� S � 1 / 2 � '�* ATTENTION APPLICANT ** Fill in all a ropriate blanks and check all ap ro riate boxes. I will be installing the following: Tanks � Precast Concrete ❑ Fiberglass ❑ Plastic ❑ Other (list manufacturer) Number of Tanks: � Size of Tanks: � �U � ) �U � �� Treatment System Trenches s.f. � Mound � 3 U s.f. Gravel less s.f. Chamber s.f. NOTE: The contractor is required to provide an As-Built of the system before the final inspection. The undersigned hereby applies to the City of Orono for issuance of a septic system installation permit, agrees to do all the work in strict accordance with ordinances of the City and regulations of the State of Minnesota and certifies that all statements made on this application are complete, true and correct. � � _� �� 5 Signature of Applicant Date: MPCA License No.: �— � `7 � Staff Review: Accept ❑ Denied Reviewer: Date: fCY � Reason for Denial: Comments (to be printed on inspection card): 2 / 2 t CITY OF ORONO — SEPTIC SYSTEM PERMIT APPLICATION GENERALINSTRUCTIONS 1. Applications for septic system permits may be mailed or submitted in person at the City offices; however, permits will not be mailed out. The permit must be picked up in person at the City offices and work must not begin unless the permit card is on the job site. *** DO NOT MAIL PAYMENT WITH THIS APPLICATION *** 2. Permits will be only issued to contractors holding a Minnesota Pollution Control Agency (MPCA) Septic System Installers License. 3. All work must be done in accordance with the approved septic system design. 4. The following inspections will be required for all septic systems: A. Tank installation prior to covering. B. Drainfield trench installation prior to covering. For mounds, inspection is required after rough up, but prior to sand placement (sand must be jar tested for silt content) and again during pressure distribution piping installation in the rock bed. C. Final inspection to verify final cover depths and to verify that all pump station (where required) components are functional and comply with codes. 5. MPCA licensed Installers or their DRP (Designated Responsible Person) shall be present during all inspections. A 24-HOUR NOTICE IS REQUIRED FOR ALL INSPECTIONS. 3 / 2 . . �� Joseph Olson D.B.A. Rustv Olson's--Soil and Percolation Testing ,Ioseph J. Olson--11PCA License#810 11�81 Ri�•er�•ie�� Rd. \E, Hano�•er, :�'Iti 5�341 (763) 498-8779 Faa (763) -198-8290 Ma� 19. ''015 Gom�ea Homes �00 f3a�side Trail Grecnfield. Hennepin Count� This on-site Se��age Treatment S�stem is desi�:ned for a T�pe 1. tire-bedroom home in acc�rdance�+ith the Minnesota Pollution Control Agenc� Chapter 7080 and local ordinances. The periodicall� saturated soils�ere located at 16-18 inches(mottled soil). Due to the periodicalh saturated soils,a pressurized mound s�stem ��ill need to be installed ro treat the septic effluent. The bottom of the treatment area must be located at least +' above the saturated soils. i he soils at a depth ai I'" ha�e a percolation rate avera��in_7 MPI. All tanks need to be insulated if there is less than t��o feet of cover over the top ot the tanks.Clean outs must be installed on the end of the laterals for maintenance. "l��o I�00�allon septic tanks need to be installed. Use 7'3? inch pertorations on the laterals and clean outs on the end ot the laterals for maintenancr A 1�00��allon pumpin�_chamber��ill need to be installed to litt the eifluent to the treatment area. The power�uppl� and s��itches mus[be located outside the manhole and pumping chamber in a�+eatherpro�f enclosure. A �varnine device must be installed ��ith light and sound devices:this is in case of a pwnp failure. A flo�� measurement de�ice must be installed. Includin�but not limited to a�+ater meter,event counter, rwinin��time clocks or electronicall� controlled dosin�. Keen all heav� equi�ment off of the aro�osed treatment areas before,durinQ and after construction. Thr area �round both sites must be fenced off b� the contractor before an� construction be�ins.This Decien is not �alid and the��stem �+ill need to be relocated if failure to nrotect the areas oroposed for On-Site SeNaee Treatment occurs. V�ith proper installation and maintenance. this s�stem shuuld ha�e no problem in treating septic effluent effectireh. Notliin��other than era� ��ater.(laundr�. sho�lers.etc.► Human ��ater and toilet tissue should be disposed of into the septic tanks.Garba��e disposals are not recommended. .Addrti`��s�"st not be used the� ma� cause harmful dan�age to�uur sep[ic s�stem. It is recommended that�ou piitTip`'t�re:�eptic tanks ever� . - - ,.. t�ao�ears. � . ._ .. ._ ... . . , ;:: ,. " � :.3 sinc��. CITY OF ORON4 SEPTIC P IT PLAN I W , ____ ` INSPECT R ' 's �� Ulson y DATE P RMIT NO..�l,5=Od r� � —�_____._.� `. � � A TRUVE AS SUA�IITTEII ,+ 8, APPROVFD WITH CORRECTIONS AS tv'OTED ' t NOT APPRnVkD-CORRECT&RESUBMIT '•� �; Thcsc commcnta aTc for your information. AI1 work shall be done ' in fuU compliance with att applicable septic and zoning codo. j� j Requirements including items not s�eeiFicnlly noted in this review. j S KF:CP THtS PLAN SET OIv SITfi AT ALL TI�WGS �j �..._.��._.__._ ._ _.---__- — ...... ` � � �, z� � � , -- i, ,� � � •,�j. •., •� �� I i �(987!1 Ne!!vb'3u'[ 75�.lS �'O'f""'� (9.59 2) y � � � . ' �� , A�• ' _ . iS V � . � _ .._ . _ ._ _ . 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SatL BaRiNG ELEVAT1f��l� MOUNU SYS I t M DLSIGN �.*i E�.•-_,.,_: - �.�z��.- ;�� yp�� . = Bedroorn,nverage pc�rcolation rate---- SET�BACKS '�'�-j,#3�(,:-i`:`� ,' ' _ 8�4R1 flli,l�b�t '('j j.�t+{�R.•�`1 _ ' g�l/day _;,_sy.h.of treaiment a�i:a �;'_, I/10 ft.width - .,--fL I�ngth ol bi•d area Tani�„_,;'�Mi11 pPQ�Y,9rf�,t Ilfl!!i N�$�1..".�� , ._. ��„�'Erot1t tvett� .*&EL.-��:.� Side slope run_'-�-__Xo 1 x `� _height �` ft.x -': ft. l�wn area. ,J„�,'i�11 bld�l�. - Tnatm.r�t�rea _ �rr�om uics:,,,_,.'xtsc�r3s (lcan rock neGdc�d plus 20�y� �__" cu.yds.Coars�washed sand:�:��cu.Yds. llverage sand depth 'Cra�tmenr R�e�,�,►�,an pro�e�lr tenas ' S,,D°�YC)il7 W�A��f Sandy loarn r; cu.yds.,To�soil G" _ cu-Yds. plus 50% � cu. Yds. ��'��b��3� Number of tanks _, 1"tank_;''<_vgals.,1_`"'tank __ gais.,Pump ct�amber capacity_ gals_ P�pp��-�p�:�� ^ __ __ gals�/100 lineal feet of__-__"dia. Supply pipe,lineal feet needed ' � <<":.�� ""--�"--`—"—'""" """""'"'""""'�"""""' _____ , ,.,�_..:........._..:........,...�..,...,..............��_...._..r_.. I)istribution pipe:_� _"dia. ,_' _ lineat feet dia. Perforations�._ _"apart T • ' "`- ,—: _ _ Float set at_� gals.,_ �_ __t�mes per day Pump curve__� f min._=feet head pressure. aate:- f,.,.,./_._,, nr�. 763-498-8779 ' Rusty Ulaar�'�cs�f �►nd Pmrcotaaon YestEn� � _.� Minnesota Pollution OSTP Desi�n Summary Worksheet V��IVERSITY Control Agency OF IVIINNESOTA �y� v 11.09.22 Property OwnerJClient: E�vl� WaChman Project ID: 5/19/15 sice nddress: 200 Bayside Trail 1. AVERAGE DESIGN FLOW: A. Desiyn Flow: 750 Gailons Per Day�GPD) Note: The es[imated desiqn Jlow is considered c peok/low ro(e induding a saJety Jactor.for long rerm performance.the overage daily fiow is recommended to be r B. Septic Tank capacity: 2�5� Gallons 604ti o/this�clue. �, Number of Septic Tanks or Compar[ments: � Ef(luent Screen&Atorm? NO Type of So�l Treatmen[and Dispersal Area' 7ype W D�stributbn' �j Trcnches �g� Q Mound L,��ht-Grade Q Gre.i� D�stnbutan C Prasure Distribudon•Level !J Dressurc�strib�Aan-Unkvel �Dnp Gistrib �� Holdinq Tar,k Cj Oth� 'Selection Required Benchmark Elev=�ft I�J System Type Benchmark Location: S2a 12V@I � �;Type I �Type II [^Type III {-'Type iV �Type v TYPe of Distnbution Medta: Rock p. Pump Tank 1 Capacity: �Gallons Pump Tonk 1 Capacity: �Gatlons 2. SITE EVALUATION: A. Depth to Limiting Layer: 18 inches 1.5 ift Elevation &Location of Limiting Layer: 9$$,5 ft B. Measured Percent Land 5(ope: 12.0 � 0.0 Location: BdCk5lope c. soit Texwre: Clay Loam Perc Rate: � 7 MPI D. Soil Hydraulic Loading Rate: 0.45 GPD'ft` E. Contour Loading Rate 12.0 GaVft 3. DESIGN SUMMARY Trench Design Summary Dispersal Area �ft` Sidewall Depth �1n Trench Width �in Total Lineal Feet �ft Number of Trenches � Maximum Trench Depth �in Designers Max Trench Depth��in Bed Design Summary Absorption Area �ft` Media Below Pipe �in Bed length �ft Bed Width �ft Maximum Bed Depth �in Designer's Max Bed Depth �in Mound Design Summary Absorption Area 625 ft` 6ed Length � 63 ft Bed Width 10.0 ft Absorption Width 26.0 ft Clean Sand Lift �,5 ft Berm Width �slope 0-t%I�ft Upstope Berm Width 10.0 ft Downslope Berm Width 25,0 ft Endslope Berm width �g,Q ft Total System Length g3 ft Total System Width 45 ft At-Grade Design Summary Absorption Bed Width �ft Absorp[ion Bed Length �ft System Height ��ft Absorption Bed Area �_�ft` Upstope Berm Width ��t ' Downslope Berm width �ft E�dslope Berm Width �ft System�ength �ft System width �ft I OSTP Design Summary Worksheet UNIVERSI7'Y Minnesota Pollution OF MINNESOTA � " Control Agenty �,�_��, Pressure Distribution Summary No.of Perforated Laterals � 3 � Perforation Spacing �ft Perforation Diameter 7/32 in Lateral Diameter 2.00 in Supply Pipe Diameter 2.00 in Minlmum Dose Volume � Flow Rate 36 GPM Total Nead 32 f[ Maximum Dose Volume 187.5 Holding Tanks Only Number of Hold�ng Tanks � Total Volume of Holding Tanks �� gallons High Level Alarm? C� 4. Additional Info for Type IV/Pretreatment Design Type of Pretreatment Unit Bei�g Instatled: , � Organic Loading to Pretreatment Unil =Design Flow X Estimotpd BOD in mg/L in the efftuent X 8.35 : 1.0p0,000 � i ��gpd X �mg/L X 8.35 a 1,000,000= ��lbs BOD/day Calculate System Organic Loading: Ibs. 80D/doy=8ottom Areo = lbs/day/ft' �� lbs/day= � _�ft` _ ��lbs/day/ft' Comments/Special Design Considerations: I hereby certify that I have completed this work in accordance with alt app(icable ordinances. rules and taws. .� �' �(��5�� i.% __,_____.___ � /i�i5 Joseph J Olson �r,,,_.�—�� 81p Ot/12/13 �Designer) ISignature� iLuense�) �Date) Minnesota Pollution OSTP Mound Design Worksheet UNIVERSITY � Control Agency >1 % Slope OF .'VIINNESOTA ��_��, 1. SYSTEM SIZING: Project ID: 5/19/15 v 11.09.22 A. Design Flow/Flow& Soil - i.qJ : 750 GPD TABLE IXa B. Soil Loadiny Rafe(F(ow& Soi(-3.C): O.4S GPD/ft' �OADING RATES FOR DETERMINING DOTTOM ADSORPTION AREA AND ABSORPTION RATIOS USING GERCOLATION TESTS C. Depth to Limiting Condition: 1.5 ft T«.u„em�e.�i c TreatmerK lfwl A,�•z,e, D. Percenf Land Slope: 12.0 wrco�.na.,wu Me�� „„a Afeb� ""Dun° .: (Mw) Rate ,�,p�° q�k Aywrption E. Design Medra Loading Rate: 1.2 GPD/ft' �� Ribo ��,� R� F. Mound Absorption Ratio ITable IXaL' 2.60 <c� . � _ � G. Design Contour Loading Rote: 12.0 GPD/ft � `�5 �2 � �_6 i ^.i to 5�bre se�c 0.6 2 1 1.6 Teble I and raa^-n�re sand: MUUND CONTOUR lUaU1NG RATFS °�o'= 0.78 t.5 1 1.6 Maaw�ad � to,.two�da�.od Contwi ��.t�3� ' 0.6 2 0.78 2 oa[Ra[� � rnowW abSo�Dtan rat Loatlmg 3t,,4.. 0.6 2.1 0.76 2 kato ��<�E� 0.45 2.6 0.6 2.6 -EAr�i�- l.l.. 1.3 j C� :J 2.h -.ii a+tc�2� . S 0.3 5.� a.t.71G�•��p� ��.F S i. �11 �•2G • ' ' ' t1�.n„' S c• �' 'Systems with these vaioes are ro;Type I systems. Contour Loading Rate ilinear ioading r�;e��s a recommendec vaWe. 2. DISPERSAL MEDIA SIZING A• Calculate Required Dispersal Bed Area:Oesign Flow I1.A1 : Design Medio Looding Ra[e i 1.E i = f�` If a targer dispersal media area 750 GPD: 1.20 GPD�ft' - 625 ft` is desired,enter size: �ft B. Calcutate Dispersol Bed Width:Contour Loadinq Rate i 1.G1 =Design Medio Looding Rote 11.E1 = Sed width 12.0 ft = 1.2 gpdift' = 10 ft C. Catculate Dispersal Bed Length: Dispersal Sed Areo (2.A) s Bed Width i2.6� =Bed Lenglh 625 rc� ; 10 ft = G3 ft D. Setect Dispersol Media: E. If using a registered product, enter the Component Length: ��in = 12 = ��ft F. If using a registered product. enter the Component W1dth: �,n ; t2 = ��f� G. Number of Components per Row = Bed Length (2.C1 divided by Component Length 14.J1 IRound upl � ft : �� ft = ��components/row H. Number of Rows =Bed Width 12.81 divided by Component Width �4.K1 (Round upl No[e:fLR o/ 10.3 Adjust Contour Loading Rate on Des� n Summa gol/f[results in 9 foof g ry page until tMs number is a whole numbe� wide bed. � ft � �� ft = �_� �ows I. Total Number o(Components =Number o�Components per Row X Number oj Rows �� X C� _ ��Components ' 3• ABSORPTION AREA SIZING No[e:Mound setbacks are measured from the Absorption Area. A. Calculate Absorption Width:8ed Width (2.8)X Mound Absorption Rotio i 1.Fi=Absorp[ion Width 10.0 tt x 2.6 - 26.0 rc B. For stopes>1�-, the Absorption Width u measured downhill from the upslope edge of the Bed. Calculate Downslope Absorption Width:Absorption width 13.AI •Bed Width 12.Bi = ft 26.0 ft - 10.0 ft = 16.0 fc 4• MOUND SIZING A. Calculate C(eon Sand Lijt: 3 feet minus Depth to Limiting Condicion I1.C1 =Cleon Sond Li/t �t ft mimmuml 3.0 ft • 1.5 ft = 1.5 ft Design Sand Lift Ioptionall: ��1.5 B. Calculate Ups(ope Height:Clean Sand Lift �4.A� * media depth �1 ft.)�cover (t ft.i = Upslope Height 1.5 rc - 1.0 ft • 1.0 rc= 3.5 rc (��f4 S��iGe Muihplier Tuk Iar1d Slpp�Y i; 0 t 1 3 1 5 0 ) ! V " 10'; I�; U i i3 N IS; 16 V �S . 19 20 ' 11 22 23 ' N � 25 � .✓>�V['. i}� .V.�iili.d?��'0 :"b .bliS=:k :.I. '6 :1 ';� :t •c, - • t :U!' U, :.U: '�"!1i) 1t; Ii' IPY;I.E'• 1.�5� Ew!iii i r 'i�:1 .t.Q1 i85 i'0 i.51 '7.J5 3.3: 3.13 3.1: l.'vJ 2�M�:85 2'E'i�9i:6:iiS5;2.� 2.1t 2]S 2.25 i.2i ..18 1.1i 2.06 1.0's I.iB LSi L�nd Slop�': 0 i 2 3 1 5 6 '; 7 e a j �0', i i ! I2 i3� i� is ie �7 i6 w 20 ti lt 13 2l t5 ; [�'..Ti1�0� �,?:1�:OC itii �'i ih' ;JI iS? 1!�h iEt 3ySi1i' a<'9.:?'.Aii.i�ISeJ )9`.�'SG?�F?�j�ki''.:u 7a7'7i;'�:-Ja:?9; iJ6 �;C'�, f,�imF�:�i �:1 :OC �1T a.3S a51 i76�5L10 5.16 5.56 S.BE 6..5'b.b7'1u';1.bi 8.2i d92i9.57 t0.i� 109� 11.6i It.i2 '?IS �3.4; �1.Bi 'S.l7:ib.a i'.J�t� � Select Ups(ope Berm Multiplier Ibased on land slope�: 2.70 ifigure D•3a1 D. CalCulate Upslope Berm Width:Mu(tiplier �4.C1 X Upslope Mound Height 14.81 =Upslope Berm Width 2.70 fc x 3.5 rt = 10.0 ft E. Calculate Orop in Elevation Under Bed:Bed Width �2.6) X Land 5(ope 11.D1 � 100= Drop �ft I 10.0 ft X 12.0 4 : 100- 1.20 ft P. Calculate Downslope Mound Height:Upstope Height 14.81+Orop in E(evotion �4.E1 =Downslope Neight 3.5 fc - 1.20 rc = 4.7 rc � Select Downslope Berm Multiplier Ibdsed on land slopel: 5.32 (figure D•341 H. Calculate Oownslope Berm Width:Muttiptier �4.G1 X Downslope Height i4.F1 =Downslope Berm Width 5.32 x 4.7 fc = 25.0 ft I. Catculate Minimum 8erm to Cover Absorption Area:Downslope Absorption Widih �3.B or 3.C�-4 ft. =ft 16.0 ft * �� ft = 20.0 ft J. Design Downslope Berm =greater of 4H and 41: 25.0 ft K. Select Endslope Berm Muftip(ier: 3.00 �usually 3.0 or 4.0) L. Cakulate Endslope Berm 14.K1 X Downslope Mound Height �4.F�=Endslope Berm Width 3.00 tt x 4.7 rc = 15.0 ft M.Calwlate Mound Width: Upslope Berm Width 14.D1� Bed Width 12.61 � Oownslope Berm Wrdth �a.J1 =ft 10.0 tt - 10.0 ft • 25.0 ft = 45.0 ft N. Calculate Mound Length:Ends(ope Berm width �4.L) -Bed Length 12.C1 -Endsiope 8erm Width �4.L� =ft 15.0 ft � 63.0 fc - 15.0 tc = 93.0 ft Comments: 0 0 o N Total Mound Width (4.M)� 45.0 ; ,� o �o o � o.- z � e \ � v N � p � �m v o° � p _ a 3 � in \ N m Z :o� �\ A _.._..---- :r O ---- - N vi O Q� � ' o � � M' � � -- r , .` o �; ' 'o.b - � J ti � , �� = O ^ rr �� D G � � 0 C N 4 � A � i � � � � � � � r. _ _ ' 7 T 'a , � � 'SI �' ' t/� 3 f � N t y � .. y � � CL � p n, ! O � �D � y °q n r '� i � � �D N - � � �+ � � �D Q i �D a C � � j 3 � A o � � ; Q'y a — '� '� .+ � ` Y I A ; ° a a � � , � � _ - p , o � � ^ ?O � 4+ J � �` Q � � _^� D / � _ Z x ' � O � C� ~' I � % ' � � ' � � � � „ _ � , ,» � ,_, � ,.' � �Q '� ' N I +D � O i � ' � � � � � � Clea nd ' o ; N Oi j �� J N Sl w I .—____ I. T, � ' � � a � °�° A � ' � g < ; � � � � � L, - ; 0 0 � ,�a o J , _. m. _. � ; '� _N a ip n —a . �, , ^ � O �7 N -- --------�- - � - --�� " Q� A I r N I� U O o � OSTP Mound Materials Worksheet L�IIVERSITY \ Minnesota Pollution UF MII�NESOTA ''` ,�`�"w Co�trol Agency - ProjectlD� 5'19i15 ��,pq,2Z A. Calculate Bed Irockl Volume:8ed Lenqth 12.C1 X Bed Widlh 12.BIX Dep[h = Volume ift'I 63.0 ft x 10.0 fc x �.o = 630.0 tc' Divide ft by 27 f['�yd'to calculate wbic ards: 630.0 ft = z7 = 23.3 yd' Add 20�for constructabiGty: 23.3 yd x 1.2 = 28.0 yd'' B. Calculate Clean Sond Volume: Volume Under Rock bed:Averoge Sand Depth x Media Width x Media tength =cubic feet 2.1 t� x 10A st x �� 63.0 tc = 1323.O�ft' For a Mound on a slope from 0-1% Volume from Length=��Upslope Mound Height-1�X Absorption Width Beyond Bed X AAedia Bed Lengthi �� ft - 11 X � X �ft = � Volume from Width=11Upslope Mound He�ght- t�x AbsorpUon Width Beyond Bed X Media Bed Width� � ft - 11 X �� X �ft " � To[ol Cleon Sand Volume: Volume Jrom Length� Volume/rom Width- Volume Under Media � ft � � ft" - � ft = �ft, For a Mound on a slope greater than 1% Upslope Volume: I(Upslope Mound Heigh[ - 1 1 x 3 x 8ed Length�-2=cubic feet �� 3.5 ft - i i x 3.0 ft x 63.0 )-2= 236.3 fc pownslope Volume:IlDownslope Height� 7/ x Downslope Absorption Width x Media Length I-2 =cub�c feet i( 4.7 ft t� x 16.0 ft x 63.0 �-2= 1864.8 ft' Endslope Volume: IDownsiope Mound He�ghi- f) x 3 x Media Width =cubk feet i 4.7 ft� 1 1 X 3.0 ft X 10.0 fc = 111.0 ft' Total Clean Sand Yolume:Upslope Volume �Downslope Volume -Endslope Volume - Volume Under Medio 236.3 fc' • 1864.8 ft' - 11 1.0 ft' � 1323.0 ft'= 3535.1 fc' Divide ft'by 27 ft'!yd'to calculate cubic yards: 3535.1 ft = 2� = 130.9 yd' Add 20%for constructabil�ry: � 130.9 I, yd x 1.Z - ' 157.1 yd' C. Calculate Sondy 6erm Volume: Tota!8erm Volume lapprox/:(�Avg.Mound Height-0.5 ft topsall x Mound Wid[h x,v�ound leng[h�-2 =cubic feet i 4.1 . 0.5 �ft x 45.0 tc x 93.0 1-2 = 7533J ft 7o[a!Mound Volume-Gean Sond volume-Rock Yolume=cubic/ee[ 7533.7 ft' - 3535.1 fc - 630.0 fc' = 3368.6 ft' Divide ft'by 27 ft'/yd'to calculate cubic yards: 3368.6 ft` s 27 = 124.8 yd' Add 20�,for constructability: 124.8 yd' x t.2 - 149.7 yd' D. Calculate Topsoi!Moterial Volume Totol Mound Width X Toro!Mound Length X.5 Jt 45.0 ft x 93.0 fc x o.5 ft = 2092.7 fr Oivide ft'by 27 ft'/yd'to calculate cubic yards: 2092J ! rt' ; 27 = 77.5 yd' Add 20%for constructability: 77.5 yd' x t.1 = 93.0 yd' � OSTP Pressure Distribution UN I VEKSITY MinnesotaPollution Design Worksheet OF :VjINNESOTA Control A enc �,��- ProjectlD: 5i�9;t5 v ti.09.22 1. Select Number of Perforated Latera(s in rystem/zone: � (2 Jeet is minrmum and 3 Jeet is maximum spacing} ; r • :`.-� 2. Selec[Perforation Spacing: 3.0 ft " ' ""�"'�" � __ __ 3. Select Per oration i „�„ ,�,. .�,, �.�,. M„„�„',�` ', j D ameter Size 7/32 in _ nl�...k . ._.. . __... .._—_—. ..__._ _... .._.._--___—.._" 4. Length of Laterols =Media Bed Length - 2 Feet. �^�� ' '��' �� ' 63 - 2ft = 61 ft Perforation can not be closer then 1(oot from edge. 5• Determine the Number o(Perforation Spoces. Divide the Length of La[erofs ILine 4)by the Perforation Spacing �Line 2)and round down to the nearest whole number. Number oJ Perjoration SpQces = 61 ft - �3 ft = 20 Spaces 6. Number of Perforations per La[erol is equal [0 1.0 plus the Number of Perforotion Spaces (Line 51. Perfora[ions Per Lotera! = 20 Spaces + 1 = 21 Perfs. Per Lateral Check table below to verijy the number of perforotions per lateral guarontees(ess than a 10°�discharge voriation. The value is double if the a center manijo(d is used. Maximum Number of Perfor�tions Per Latenl to Cxiuu�tee�10l/Dnch�rye Vanation ',Inc P orahons 7;32 Inch Pe+fora0ons Perforuwn Spac,ng IFeetl �'��1ete�flnchesl Perforaoon Spxir�g Pipe Diametet flnchesl � t u 1�^ 2 3 �Fret I 1 1� 1�� 2 3 2 10 13 18 30 60 2 11 16 2t 34 68 2�: 8 �2 16 28 S� 2�: 10 t� 10 31 6� 3 E 12 16 25 52 3 9 14 19 30 60 3 16 Inch Perforatiurs t '81r►ch Perforatbns Pe+fonaon �Pe�'^eter Ilnchesl Perfontion Spxinq Pipe Aameter(inchesl SpacmplFeet) 1 11t 1ti: 2 3 iFeetl 1 ik 1w i 3 i +z �a ib +� e� i 2� 33 +� �4 ��9 1�^• 12 17 2i 44 d0 1�: 20 30 �1 69 135 3 12 1b 22 37 75 3 20 29 3d 64 128 �• Total Number of Perforotions equats the Number oJ Perjorotions per Laterol �Line 6)mul[iplied by the Number of Perforated Laterals (Line 1�. 21 Perf. Per Lateral X �Number of Perf. laterals = b3 Total Number of Perf. S. Calculate[he Square Fee[per Perforation. Recommended value is 4-10 J[' per per(orotion. ►«�«•n�,or�n.,�.�on„ hr/w�tbn D1�m�Yr Does not apply to At-Grades N��a�� -T�.� : '�. Bed Area = Bed Width (f[1 X Bed Length �ft► ,o�" ' o u o:+� o.0-1 0�• is o:: i os, o�+ o+ 10 fc x 63 fc = 630 fcZ :°' °� °" °.'° ,°. zs o:, o.s o... ,,� ].O O 12 0.72 O.N ... 1.L Square Foot per Perforation = Bed Areo divided by the Totaf Number o/Perjorations �Line 7). •a o��o n + +� �.� s.o'o��— o.n �.ts ,as —�------- --- .. ___. CweYhng with S;14 mc�lo��•�c� 630 ft` .- 63 pertorations = 10.0 ft2/perforaUons "°°` �o.�o�.�w� owe�nn�w,cn„e��Kn peno,.�om i'w� ��an�.n��M;x�m�.e.n..dw.•.Ts...��nai�e 9. Select Minimum Average Head: 1.0 ft _ ,rc�,o,,.,�,�„„o,.,b„ 5'eet �:��+era�,t�W�snmer[send+KSt5w/tni/Olnc� ''.Perto�ettom. 10. Select Perforation Dischorge �GPM►based on Table 111; �.56 GPM per Perforation 1�• Determine required Ftow Rote by multiplying the Totai Number oj Perforations (line 7�by the Perforation Discharge �Line 10). OSTP Pressure Distribution UNIVERSITY \ Minnesota Pollution Desi�n Worksheet OF M1NIv`ESOTA Control A enc �'"��_��. 63 Perforations X 0.56 GPM per Perforation = 36 GPM OSTP Pressure Distribution U;vivexsiTY Minnesota Pollution Desi n Worksheet �, ControlA enc � OF �INNESOTA _,,�_��, 12. Select Type of Manifold Connection �End or Cen[er): �' Enc ` Cente� 13. Select Lotera(Diameter: 2.00 in Table II Volume of Liquid in 14. Volume of Liquid Per Foot of Distribution Piping: 0.170 Galtons/ft Pipe Pipe Liquid 15. �ofume of Distribution Piping = Diameter Per Foot _ [Number of Perfora[ed Loterals (Line 1�X Leng[h of Latero(s (Line 4)X (inches) (GalloRs) (Volume of Liquid Per Foot of Dis[ribution Piping ILine 14�j 1 0.045 �� X 61 ft X 0.170 gal/ft = 31.1 Gatlons 1•25 0.078 1.5 0.110 16. Minimum Dose=Volume of Distribution Piping(Line 15)X 4 2 0.170 3 0.380 31.1 gats X 4 = 124,4 Gallons 4 0.661 mam o pipe` - ciea�o„cs -- - - - __ _ � - _ i � � Manifold p�pe, pipe from pump - I � lean outs - ♦ � � � � � Alternate locatwn � • oi pipe from pump alternate location of i e from um ' I Pipe from pump Comments/5pecial Design Considerations: OSTP Basic Pump Selection Design Urv�veus�TY MinnesotaPollution Worksheet OF MINNESOTA �" �o�trol A enc �'�-�� 1. PUMP CAPAGTY Project ID: 5!19;15 v t 1.09.22 Pumping to Gravity or Pressure Distribution: � �ra��t, Ci,r vreswre Selection required 2 1. If pumpmg to gravity enter the gallon per m�nute of the pump: �GPM i f0�45 gpml 2. If pumping to a pressunzed distnbution sys[em: 36.0 GPM �Line 11 0l P�essure Oistributionl "•+�^'•^'�+^' a�w��a oi e,una« 2. HEAD REQUIREMENTS ��r A. Elevadon Difference 23 ft '""',Y�� - between pump and point of discharge: �"�°�°�. m �`„„01�' B. Dis[nbution Nead Loss: �ft � ' � C. Additional Head Loss: �ft Idue to spedal equipment.etc.i Table I.Friction Loss in Plastic Pipe per 100ft Distribution Head Loss Pi Diameter linchesl Gravity Distribution = Oft Flo�v Rate Pe IGPMI t 1.25 1.5 2 Pressure Distribution based on Minimum Average Head 10 9.7 3.1 1.3 0.3 Value on Preswre Distribution Worksheet: �2 12,$ 4.3 1.8 0.4 Minimum Avera e H�d Distribution HQad Loss �4 �7,p 5,7 2.4 0.6 1ft 5ft �6 2�,g ' 7.3 I 3.0 0.7 2ft 6ft 18 9.1 3.8 0.9 Sft 10ft Zp ' 11.1 ' 4.6 1.1 25 16.8 6.9 1 J D. 1.Supply Pipe D�ameter. 2.0 1n 30 23.5 9.7 2.4 35 12.9 3.2 2.Supply Pipe Length: 90 ft 4Q � , 16.5 4.t E. Friction Loss in Plastic Pipe per t00ft from Table I: 45 i ' 20.5 5.0 50 � I 6.1 Fnction Loss = 3.32 ft per 100ft ot pipe 55 ' I 7.3 60 8.6 p, Determine Equivalent Pipe Length from pump discharge to soil dupersal area discharge 65 10.0 point. Estimate by adding 25�to suppty pipe length for fitting loss. Supply Prpe Length �p 11.4 (D.2) X 1.25=Equivalen[Pipe Length 75 13.0 90 ft X 1.25 = 112.5 ft 85 16.4 95 20.1 G. Calculate Supply Friction Loss by mutt�ptying Friction Loss Per t00ft Iline E�by the Equivalenf Pipe length ILine F)and divide by 100. Suppty FncUon Loss= 3.32 fc Pe��oofc x 112.5 rc � ioo = 3.7 rc H• Total Head requirement u the sum of[he Elevotion DifJerence Il�ne A1, the Dutnbution Head Loss ILine B1,Additional Head Loss iLine C),and the Supply Friction Loss ILine G i 23.0 ft - 5.0 fc - r- tc - 3.7 rc = 31.7 ft 3. PUMP SELECTION A pump must be selected to det,ver at least 36 GPM ILine t or Line 2)with at least 32 feet of total head. Comments: �oqs of Soil Bonngs License #810 �ocation or Project: Proposed lot 2 Borings made by: Rusty Olson's Soil and Perc testing 1l612013 Classification System: AASHO ; USDS USDS-SCS X ; Unified ; Other Auger used (check two): Hand_X_, or Power_, Flight, Bucket or Probe �X_ Boring Number_1_Surface eievation _990.0_ Mottled Soil at_1.5_feet 0"-10" Dark brown loam 10yr3/2 H20 presenl at X 10"-18" Brown loam to clay loam 10yr4l4 18"-30" Rusty brown clay loam 10yr5/3 Boring Number_2� Surface elevation _990 0_ Mottled Soil at_1.5_feet 0"-10" Dark brown loam 10yr3/2 H20 present at X 10"-18" Brown loam to clay loam 10yr4,�4 18"-30" Rusty brown clay loam 10yr5/3 Boring Number _3_Surface Elevaiion_984.9 Mottled Soil ai_1.5 feet 0"-10" Dark brown loam 10yr3/2 H20 present ai_X_ 1 G"-18" Brown Voam to clay loam 10yr414 18"-30" Rusty b+own clay loam 10yr5r3 Boring Number_4_ Surface elevation_984.9_ Mottled Soil at _1.3_feet 0"-10" Dark brown loam 10yr3/2 H20 present at_X_ 10"-16" Brown loam to clay loam 10yr4/4 16"-30" R��sty brown loam to clay loam 10yr5/3 Boring Number_5_Surface elevation_987.7_ Mottled Soil at _1 3_feet C"-10" Dark brown loam 10yr3/2 H20 present at_X_ 10"-16" Brown loam io clay loam 10yr414 16"-30" Rusty brown loam to clay loam 10yr513 Boring Number_6_Surface elevation_982.7_ Mottled Soil at_1.3_feei 0"-10" Dark brown ioam 10yr3/2 H20 present at_X_ 10"-16" Brown loam to clay loam 10yr4/4 16"-30" Rusiy brown loam to clay loam 10yr5/3 Percolat�on Test Data Sheet Lic.#810 Percolating tesi readings made by� Rusty Olson's Perc. siarting at 10:39 P.M. On 1/07113 Location: Proposed lot 2 Hole number: 1 Date hole was prepared 1/06/13 Depth of hole bottom_12"_ inches. Diameter of hole_6"_ inches. Soil data from test hole: Depth. inches Soil texlure 0-10" Dark Brown Loam 10yr3/2 10"-12" Brown loam to clay loam 10yr4/4 Method of scratching side wall: Knife Depth of gravel in bottom of hole 2 inches: Date of initial water filling 1/06/13 depth of initial water filling 12 inches above the hole bottom Method used to rnaintain at least 12 inches of water depth in hole for at leas# 4 h�urs Automatic Siphon Maximum water dept�� above hole bottom during tests 6 �nches Time Time Depth Drop in H20 Perc Rate 11 04 11 34 6" 5 5 5.4 11:41 12 11 6" 5.5 5.4 12:12 12:42 6" 5.5 5.4 AVERAGE PERC RATE 5 4 MPI Percolation Test Data Sheet Lic.#810 Percolating test readings made by: Rusty Olson's Perc. starting at 10:39 P.M On 1107/13 Location: Proposed lot 2 Hole number: 2 Date hole was prepared: 1l06l13 Depth of hole bottom_12"_ inches. Diameter of hole_6°_ inches Soil data from test hole: Depth. inches Soii texiure 0-10" Dark Brown Loam 10yr3/2 �p��_�2�� Brown loam to clay loam 10yr4/4 Method of scratching side wall: Knife Depth of gravel in bottom of hole 2 inches: Date of initial water filling 1/06/13 depth of initial water filling 12 inches above the hole bottom Method used to maintain at least 12 inches of water depth in hole for at least 4 hours Automatic Siphon Maximum water depth above hole bottom during tests 6 inches Time Time Depth Drop in H20 Perc Rate 11 05 11 35 6" 5 5 5 4 11:40 12:10 6" 5.5 5.4 12:13 12:43 6" 5.5 5.4 AVERAGE PERC RATE 5 4 MPI Percolation Test Data Sheet Lic#810 Percolating test readinys made by: Rusty Olson's Perc. starting at 10:39 P.M. On 1/07113 Location: Proposed lot 2 Hole number: 3 Date hole was prepared� 1/06/13 Depth of hole bottom_12"_inches, Diameter of hole_6"_ inches. Soi� data from test hole: Depth. inches Soil te�ure 0-10" Dark Brown Loam 10yr3/2 �p^_12�� Brown loam to clay loam 10yr414 Method of scratching side wall: Knife Depth of gravel in bottom of hole 2 inches: Date of initial water filling 1/06/13 depth of initial water filling 12 inches above the hote bottom Method used to maintain at least 12 inches of water depth in hole for at least 4 hours Automatic Siphon Maximum water depth above hole bottor�i during tests 6 inches Time Time Depih Drop in H20 Perc Rate 11 06 11.36 6" 4.7 6.4 11:09 12:09 6" 4.6 6.5 12:14 12:44 6" 4.5 6.7 AVERAGE PERC. RATE 6.5 MPI Percolation Test Data Sheet Lic.#810 Percolating test readings made by: Rusty Olson's Perc. starting at 10:39 P.M. On 1/07/13 Location: Proposed loi 2 Hole number: 4 Date hole was prepared: 1/06/13 Depth of hole bottom _12"_ inches. Diameter of hole_6"_inches. Soil data from test hole: Depth, inches Soil texture 0-10" Dark Brown Loam 10yr3/2 �p��_�2�� Brown loam to clay loam 10yr4/4 Method ot scratchiny side wali Knife Depth of gravel in bottom of hole 2 inches: Date of initiai water filling 1/06/13 depth of initial water filling 12 fnches above the hole bottom Method used to maintain at least 12 inches of water depth in hole for at least 4 hours Automatic Siphon Maximum water depth above hole bottom during tests 6 inches Time Time Depth Drop in H20 Rerc Rate 11:07 11 37 6" 3 5 � 6 11.08 12.08 6" 3 3 � 1 12.15 12:45 6" 3.3 9.1 AVERAGE PERC RATE $ 9 MP� �� DATE TI CITY OF O NO CALLED IN �-- INSPECTION OTICE �CHEDULED �'1� /O• PERMIT NO �S'D�� d cOMPLETED ADDRESS _� OWNER T LEPHONE N0.��3 CONTRACTOR � DESCRIPTION `�� " � v�"v � ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FI�LING y ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB �MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING �❑ MECHANICALFINAL ❑ PROGRESS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP �4 ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ HARD COVER REMOVAL J ❑ DEMO-SITE ❑ SEPTIC INSTALL ❑ FOUNDATION/REMOVAL 2 OWNERfCONTRACTOR TO MEET YOU:_YES_NO � � COMMENTS: � �/b��b e, C le•��a-K'a �o— cb �•s-�t��.l�-✓� a G��•r.� �-b•-- L":!J• va.c� �.:, L .G <s d,sc�ss6v � - � i ��tiG/I�C2 �� f/P.vlfi � G�L�'•t rtsr ' �. - � � ��i�l t�t.S i K S kl�t.rO-'� i�c�ieo�� c�✓cuy � O _ � �� OLw'� SC��— W t � 2,G�� 6� S�sDA�s!s �r=,��{r4�.�..T - C� �� Q 2 �_�• ' . WGb v rcc�' L e.r,( -�✓ r�. •t,��..�. o�c � L��.. � a W ❑WORKSATISFACTORY:PROCEED ❑ PROJECT COMPLEfE � ❑CORRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE CWERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. p pHOTO TAKEN INSPECTOR WILL REfURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED „�jySPECTION REQUIRED.CALL TO ARRANGE ACCESS. �i — Call fo ' spection 24 hours in advance. (952) 249-4600 Ownerl ontractor on si . ��5 Sr . Inspector. White Copyllnspector's Ffle Canary CopylSite Notice DA�, /�� TIML�v� CITY OF ORONO CALLED IN �� / INSPECTION NOTICE SCHEDULED — ` /a� PERMIT NO. / - cOMPLETED� ADDRESS OWNER PHONE NO. ��—��9� CONTRACTOR � � DESCRIPTION � � ll� ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING y ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ PROGRESS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ HARD COVER REMOVAL J ❑ DEMO-SITE ❑ SEPTIC INSTALL ❑ FOUNDATION/REMOVAL 2 OWNERICONTRACTOR TO MEET YOU:_YES_NO y COMMENTS: a e�— �.�� `,Se�� ` U� � � �s a �4� �2 � � �� O ��/�� l�O— G� � ,2 �� Cn�u�y W � �2G�'l? Q ` / 2 dh �� QJ .jc'�7� Z �Ql2� w � � O Cr�(/��/`- - � L -- - d W WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLEfE � ❑CO FiECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY O O CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE CdVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL REfURN ❑STOP ORDEFi POSTED.CALL INSPECTOR �CITATION ISSUED �INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (g52) 249-4600 OwnerlCon on site: Inspector. White Copyllnspector's File Canary CopylSite Notice V DA E TIME CITY OF ORONO CALLED IN ' � INSPECTION NO�ICE SCHEDULED � �/ �'� PERMIT NO. ol� COMPLETED� ADDRESS �� OWNER LEPHONE NO� —��'�7�� CONTRACT � � DESCRIPTION — � � � ty ❑ FOOTING DE O FINAL ❑ S TIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ PROGRESS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ HARD COVER REMOVAL � ❑ DEMO-SITE ❑ SEPTIC INSTALL ❑ FOUNDATION/REMOVAL � OWNERICONTFiACTOR TO MEET YOU:_YES_NO � COMMENTS: � . y ' N !� G�l� J ' 0 � �O!/� �.. /_ O ��,� ��{o/I � W �� v � Q � 2 W � W � j W . ORKSATISFACTORY:PROCEED ❑ PROJECT COMPLEfE ❑C RECT WORK 8 PROCEED O ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL REfURN ❑STOPORDER POSTED.CALL INSPECTOR �CITATION ISSUED �INSPECTION REQUIRED.CALL TO ARRANGE ACCESS_ Ca11 forthe next inspection 24 hours in advance. (952� 249-4600 OwnerfContrac n site: . Inspector. Whi Copyilnspector's File Canary CopylSite Notice ' DATE TIME CtTY OF ORONO CALLED IN , INSPECTION NOTICE SCHEDULED � PERMIT NO. COMPLETED -_G-_.-�- ADDRESS ��C� �GtJI�Sf C��P �.�`�c."I OWNER TELEPHONE NO. CONTRACTOR �D�X?.�t lT11��2,5 � DESCRIPTION � ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING y ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAI Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ PROGRESS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP _ ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ HARD COVER REMOVAL J SITE PTIC INSTALL ❑ FOUNDATION/REMOVAL 2 OWNERfCONTRACTOR TO M YOU:_YES�NO � COMMENTS: �SOi 11 I/r2✓YTrC�7'(�vI W a � u�l.s �� hccs r�o�,�: ,�d,�lr�� 0 � �Fe��vf,�s � ly =` /7 �� 0 � Q �s a .^e�es u�� .� � i 2 esi � — ,� W � W � � J d W WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLEfE � ❑CO WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ pH0T0 TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITAT�ON ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Cal1 for the next inspection 24 hours in advance. (g52) 249-460� OwnerlContra n site: Inspector. White Copyllnspector's Ffle Canary CopylSite Notice w�.:�.:�.�i.+'t�'_'a'""p'""'"':�n�.:;:.c�.--:»..c�;r-yt:"'�ia�.,c,��y�,�_^..F'!�!M �'�Z._:.:Tii�J��.��T�:-t-a:-�S..S.:...sa�>+ua::v�..sr.c..._..��-... o��- � DATE TIME � CITY OF ORONO �5�� CALLED IN � ===1�� INSPECTION NOTICE SCHEDULED PERMIT NO. /A�C2�Z�� COMPLETED ADDRESS 2� Tv, �T�7 � %�Z-- OWNER TEL ONE NO. CONTRACTOR � DESCRIPTION � � ��-� , ly ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL _ J ❑ DEMO-SITE ❑ SEPTIC INSTALL � 2 OWNER/CONTRACTOR TO MEET YOU:_YES_NO � c�., COMMENTS: � a � Cau l� at�ri� �y c c efs rti a�r�► : o � d � � �. -�--/( ,r , .� o �L vi n rd W ` .�vt ! p � � Q � a� ec .e � v l�e f" 5�'vh z � � � 7�' -�-��,, � � �Q�t s e a l�ed �bmX w.��. ��n; �� e fs�—}-- � W ❑WORK SATISFACTORY:PROCEED /�J ,(�/ 7 ❑PROJECT COMPLETE W ❑CORRECT WORK 8 PROCEED � � < <�' ❑ ISSUE CERTIFICATE OF OCCUPANCY O CORRECT WORK,CALL FOR REINSPECTION TEMPORARY FORE CWERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. � pHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDEFi POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 OwnerlContrac on site: Inspector_ White Copyllnspector's Ffle Canary CopylSlte Notke T DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTIC� SCHEDULED PERMIT NO. �� a k� connP�`r� � I,fI �%�Q ADDRESS � ✓�u' OWNER TELEPHONE NO. CONTRACTOR � DESCRIPTION � � ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING Q ❑ POURED WALL ❑ MECHANICALRI ❑ LAKESHORENVETLANDS y ❑ FRAMING ❑ MECHANICAL FINAL Q ❑ TREE REMOVAL Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS � INAL ❑ SEWER HOOK-UP ❑ COMPLAINT DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL J ❑ PLUMBING RI EPTIC FINAL ❑ FOUNbATiON/REMOVAL 2 OWNER/CONTFiACTOR TO ET YOU:_YES_NO � COMMENTS: � �(-� a �i�n r►�� r� �.a�r,� j O �. � � O ' � W � Q � 2 W � W � j d W ❑WORKSATISFACTORY:PROCEED OJECT COMPLEfE � ❑CORRECT WORK 8 PROCEED ISSUE CERTIFICATE OF OCCUPANCY W � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. � pHOTOTAKEN INSPECTOR WFLL RETURN ❑CITATION ISSUED ❑STOP OROEH POSTED.CALL INSPECTOR ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call forthe next inspection 24 hours in advance. (g52) 249-4600 OwnerlCon r on site: Inspector. White Copyllnspector's File Canary CopylSite Notice SEPTIC SYSTEM INVENTORY Site Address: 200 Bayside Tr PID 06-117-23-22-0027 Owner Name: 2486 Owner Address: 6102 Olson Memorial Hwy Golden Valley MN 55427- BuildingTvpe: Installer: Hayes & Sons Date of Permit: 06/19/2015 System Type: Mound BR's Designed for In Musa?: Shoreland?: SEPTIC TANKS: Material: Capacity: 1300, 1300, 1300 Tank Filter: DRAINFIELD: Treatment Area: Soil Boring: DF Ht above Wt: WELL DATA Setbacks -Well Tanks: Well DF: Report In File: Depth: INSPECTION RECORDS PUMPOUT RECORDS Date Notes Date GallonsOfLiquid 10/12/2015 Compliance Inspection - compliant until 10/12/2018 6/19/2015 0 6/19/2015 Hayes and Sons New Mound System (st.D-A,(- a s� G� e-ixfs„°at CityOrono of Septic Asbuilt Form P Address Zcx� VS�-f s(Cte i 12-44-11-- Building Use Sf)) Installer 01,,,,1.e5 .t. aN.,. License#L. b`fO Date 8-2_7-/5 Septic Tanks /co° �i � Pump Tank f MO System Type X1 I ElI ❑III %Mound ❑Trenches ❑Pressure Bed ❑Other Draw detailed diagram with measurements indicating distances to tank risers using 2 points from a permanent structure. Show location of drop boxes and length of trenches. ) , ,c, /10 v - 1 4 a 6 S . . I ti0 (0 A / 1 ) r� 2 ' 31 ,1vlq° 3 - 3 (4› ` .EA cam' - ? / 0 Ca 0 I ' -- eU Z ' 310