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Home My WebLink About2006-P10411 - new septic � ` PERMIT CITY OF ORONO 2750 K�Iley Parkway- PO Box 66 Permit Number: P10411 Crystal Bay, Minnesota 55323 Permit Type: (952) 249-4600 Septic Date Issued: 10/4/2006 SITE ADDRESS: 300 Stubbs Bay Road N Unit# Long Lake,MN 55356 PID: 32-118-23-42-0005 DESCRIPTION: Proposed Use: Residential Permit Class: General Permit Type: Septic Permit Sub-type(s): New Septic System DETAILS: Approved per resolution#: Separate permits required: NOTICES/REMARKS: FEE SUMMARY: Permit Fee: $ 100.00 va�uation: $ 0.00 State Surcharge Fee: $ 0.50 TOTAL FEE: $ 100.50 APPLICANT: Hayes&Sons Exc. Inc. OWNER: Steve Bohl 263 82nd Street S.E. 1260 French Creek Drive Montrose,MN 55303 Wayzata,MN 55391 THE UNDERSIGNED HEREBY REQUESTS PERMISSION TO MAKE THE REAL IMPROVEMENTS SPECIFIED AND AGREES TO DO ALL WORK IN STRICT COMPLIANCE W[TH ALL CITY OF ORONO ORDINANCES AND STATE OF MINNESOTA BUILDING CODE REQUIREME . �. , ,-� `_."` .( �-- _',..(�� ,�� /` -� `�✓, t i �: v� PLICANT PERMI E SIGNATURE [SSUED BY SIGNATURE Copies: 1-File(Signatures Required), 1-Applicant, 1-Monthly Reports, 1-Assessing,(If Septic, I-Septic) Page 1 . . ^ �+,. CITY OF ORONO SEP'TIC SYSTEM PERNIIT APPLICATION Box 66(2750 Kelley Parkway) Crystal Bay,Mn 55323 S � � O� �'-{�lo �0 S �C�� JOB SITE ADDRES Occupancy Type: Residential ommercilt Other Pei•mit Type: New or Replacement System $100.00 �� Repair Existing System $ 50.00 (Tanks or Drainfield) $0.50 State suc�charge added to above fees * See fee schedule for non-residentill permit fees O�mei's Name:�� l"l ` ��''�►�_ Phone Number: Mliling Address: City: Zip: Contractor's Name: e5 ' Sz*hS Phone Num6er: ;,7103 �f79—/�(0 2 Mailing Address: z�3 � S F. SLy City:,�rb�ws� Zip: ss�3 *** DO NOT NIAII�PAYMEI+IT`VITH THIS APPLYCATION*** GENERAL INSTRUCTIONS 1. Applications for septic system permits may be mailed or submitted in person at the City Offices; however, pemuts will not be mailed out. The permit must be picked up in person at the City Offices and work must not begi�unlsss the permit card is on the j ob 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 systezn desijn. 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 followin� 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 roujh up but prior to sand placement (sand will be jar tested for silt content), and again durin� pressure distribution pipin� installation in the rock bed. D. Final inspection to verify proper final cover depths and to verify that all pump stations (where required) components are functional and comply with codes. 5. Individual holdin��IPCA Installers License shall be present durin�all inspections. :�24-houi• notice is required foc• all inspections. ...-- ^ , * NOTE: Applicant must initial all spaces. Fill in all appropriate blanks and check aIl appropriate s. �� 1. I have received a copy of the system design including the City of Orono Septic System Approval Cover Sheet. 2. I will be installin followin�: � A. Tanks: Precast Concrete Other Manufacturer �r`�'�� Tank Capacities: 1) ac' oal. 2)1�a1 3)��--gal B. Pump Station(if required) Pump make&model 2-o e��-'� (attach pump curve& literature); system design requires �C) gpm at Z l feet of head. High water alarm make &model S •3� � CZ I�,,,,��s . Outside electrical work to be completed by installer �electrician other. C. Tr atme ystem: . / renches: s.f. �/ Mound Z — De of rock below pipe " Rock bed dimensions L_' x 3 Z' Drop Boxes Sand bed dimensions�U ' x��' ' Distribution Box Pressure Dist. Pipe Diam. /��Z " Manifold Pipe Diam. Z " D. Final Cover/Topsoil to be: �borrowed from slte�p'�/ (show location on site plan) trucked in The undersigned hereby applies to the City of Orono for issuance of a septic system installation permit, ajrees to do all work in strict accordance with ordinances of the City and the regulations of the State of Nlinnesota,and certifies that all ments e on this application are complete,true and correct. SignatureofApplicant � Date: l� �� —�� MPCA License No._�Q T V -------------------------------------------------------------------------------------------------------------------------- �Staff Review: Approval Deniai . ��---�,�- / - `-�-�r.� Reviewer: D�te: Reason for I9enial: , � ' C �� c � �� Rusty Olson's--Soil and Percolation Testing Joseph J. Olson--MPCA License#810 11481 Riverview Rd. NE, Hanover,MN 55341 (763) 498-8779 Fax (763) 498-8290 June 29,2006 Hickory Fine Homes 300 Stubbs Bay Road Orona Hennepin County This on-site Sewage'Treatment System is designed for a 1'ype 1,Five-bedroom home in accordance with the Minnesota Pollution Control Agency Chapter 7080 and local ordinances. The seasonally saturated soils were locafed at 16"-30"(mottled soil). Due to seasonally saturated soils,a pressurized Mound System will need to be installed to treat septic ef�luent. The bottom of the treatment azea must be locatcd at least 3'above the saturated soils.Due to limited space that is on 12%slope or less and one foot to the mottled soil."I he mound rockbcd must be split into two rock beds.The proposed rockbed are to be 32 Feet in length. This svstem is desiEned with duel rockbed using unlevel pressure distribution.See design sheets.Use 7/32 inch �erforations on the laterals. 1'hc absorption area of the proposed system does not overlap and is greater than 10 feet from the propem fine. 'I�he s�ils at a depth of 12"have a percolation rate averaging 3 MPI. Alf rieighboring wells are located greater than 100'away from proposed treatment area. A pumping chamber will need to be installed to lift the effluent to the treatment area. T'he power s�pply ar.d switches must be located ou[side the manhole and pumping chamber in a weatherproof encloswe. A waming device must be installed with light and sound devices;this is in case of a pump failure. The manifold and supply line must have back drainage to the pumping chamber. The distribution pipes shall have their ends capped. Be sure the rock and sand fill materials are clean. The sod layer below the entire mounded area must be tumed over,just break up the sod and be sure not to over work. Keep all heavy equipment off of the proposed treatment areas before,during and after construction. The area around both sites must be fenced off by the contractor before any construction begins.This Design is not valid and the System will need to be relocated if failure to protect the areas proposed for On-Site Sewage Treatment accurs. With proper installation and maintenance,this system should have no problem in treating septic eftluent efiectively. Nothing other tha��gray water,(laundry,showers,etc.) Human water and toilet tissue should be disposed of into the septic tanks. Garbage disposals are not recommended. Additives must not be used;they may cause harmful damage to your septic system It is recommended that you pump the tank every year for 1 tank every two years for tH�o tanks. Sinc;c;rely, , . �i/[' d��N�} ' __.....____.. �� . �-------" A�'► �;� �, ; i t► 7'$ �- " �o ��RMIT1�. Joseph J.Olson '��T�� , � �aw�swrrg cox�ec�o��r�, `/ ` tarr�av�oo�Ract��w�r � 4he�s oo.aeia��r.tar y.i.WM+.in�JlttairlR� � ��1� �►�u a�+�...r.��r�+.�a..�.�.�an,�. ��A�►�� +�►�x�r��ar�i►'�a«��'«+�r� _ � sT�i3,3s �A�t ��il _ _._. , 3(0�.(o`I' �'u I',zoP� CvR,v - K �,._ . ._.-----' . � _ ,_-- — i T� � I s � s R, +j N � I �- �, � � i °� � �- �� w G�� 9 �I s � � � ° x � � C i r,� � ' � � � � ; � � °� � 9 � � � f � c�, � �� —� � �� ° ! � �� \�o . � ` o I � Z,p�,-�' ,- , N " � ` L 1 � L__a �S� � � �, QG +r v. -u � J j. � � -�c, o N6 ," � ..n �.``` � � '�� 'w , � � ��-� �V �,`� , 3��C �1- " '�, ��, n y� � . .� , � . � ��''��.� � ` �P y w a p � .Co� s�/ ` ' c� ` �,e � \ ` -U �' �N � � G \ � \ �R � � �� - R \ V � � � � x 'a �`o � � � � � ��n � !g � c`� � . t � � _ � � i ��." 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'�M� u�� R.oc.k,�q�_ . �� MII��IN.��IMMR —..�NIrM ��w�IM�1�M.�.,,�M�!��'��.M�N��I�MM'► j��'�'��w�t� ��" � .�, Nw�� . tr�a� f�. . �r,�a.�or�c.aoM.�i ��n'e�. �� - Mlx �s �I�MM 10l�" ��3� . �� ' dl�o�it� �� r�.MP10�"��7�' c. oa �ra, � ��riw AIIMIo�w�it ar�app�'� • , . �IIt�tYlll�s 1�M�..r�� N�• � � ��p�f�1i0��'�� r�. ` , ��. « 1�.pNINd �0i1��'�'��"" �1�+�'!1.M�Nd�,,,,�. �=J� ph, 763-49W779 T � ��ly►MNI�� 1� � P��-�' : �c. p�� !;r�t�� M�t� �y p� MMI011 � r I �� „ i��N�w��.� � ��S� SNEE'r U �vE �� • p�� ,�Giao�. ,�..,.'t'6dne�A�D�a►• ; - pums eww �2..�t/Mlo,�.l..,l'�F1ad P�ue� o.�.� ae�„�,�,se Job#� Tw:..T....+r � PreoMewr Univers' of Minnesota Mound Design Worksheet Greaterthan 1%Slopes A FLOW Estimated 750 9Pd(see flgure A-1) I a�� I x 1.5(safety factor)= 0 gpd i B. SEPTIC TANK LIQUID VOIUMES Se�ic t�k capaaty 2250 gailons(see figure G1) Number of t�ks/oompartrnents 0 Eflluent Filter (yes/no) yes C-1 Septic Tank Capscily�Galbns Number of Minimum Capacity with Capadty with Bedrooms Capacity Garb.Disp. Disp.�d Lift 2 or I�s 1125 3 or 4 1500 5 or 6 2250 ' 7,8 or 9 3000 C. SOILS(Site eveluation deta) 1. Depth to restriding layer- 1.3 feet 2. Depth of percolation tests= 12 inches 3. Texture bart► 4. Soil bading rate(see Figure D-33) 0.60 gpol ft Perodation rate 3 MPI 5. %L.and Sbpe 11.0 96 D. ROCK LAYER DIMENSIONS 1. Mul�ply average design flow(A)by 0.83 to obtain required area of rodc layer:Item A x 0.83= 750 gpd x 0.83 ft�/gpd= 630 ft2 2. Determine rock layer width =0.83 ft`/gpd x Linear Loading Rate(LLR)(see LLR chart 0.83 ftZ/gpd x 12.00 = 10.0 ft LLR Chart Perk Rate LLR <120 MPI <=12 >=120 MPI <=6 3. Length of rodc layer=area divided by width= 630.0 ftZ / 10.0 feet= 63.0 ft E. ROCK VOLUME 1. Muftiply rock area by roc:k depth to get cubic feet of rock 630.0 X 1.0 ft= 630.0 ft' 2. Divide ft3 by 27 ft3/yd3 to get cubic yards 630.0 ft3 / 27 = 23.3 yd3 3. MulGply cubic yards by 1.4 to get weight of rock in tons; 23.3 yd3 X 1.4 tonlyd3 = 32.7 tons Page 1 of 5 . ' F. ABSORPTION WIDTH Absorption ratio: 2 1. Absorption width equals absorption ra6o tirnes rock layer width 2.00 x 10.0 ft = 20.0 ft G. MOUND SLOPE YY�TH 8 LENGTH(Gre�er fhan 196) 1. DoMmslope abso�ption width=absorption width minus roc:k layer width 20.0 feet - 10.0 feet= 10.0 ft 2. Calculate mou�d size ' I UPSLOPE a.Depth of dean sand at upslope edge of rodc layer=3 feet minus distance to restricting layer(C1) 3.0 ft - 1.3 ft= 1.7 ft b.Mound height at the upslope edge of rodc layer=depth of dean sand fa separation(G2a) at upslope edge plus depth of rock layer(1 foot)to depth of cover(1 foot) 1.7 ft+1ft+1 ft= 3.7 ft c.Upslope berm multiplier based on land slope(see figure D-34) Selected be�m multiplier: 2.78 d.Upslope width=berm multiplier(G2c)bmes upslope mound height(G2b): ' 2.78 x 3.7 ft = 10.0 ft DOWNSLOPE e.Drop in elevatia�=rodc layer width(D2)times peroent landslope(C5)/100 10.0 ft x 11.0 % 1100= 1.1 ft f.Dawnslope mound heigM=deplh d dean sand for sbpe ctifferea�ce(G2e) at danmslope rodc edge plus the mound height at the upslope edge of ra;k layer(2b) �,� ff + 3.7 ft= 4.8 ft g.Downslope berm mul�plier based on percent land slope(see Figure D-34 Selected berm muldplier: 5.81 h.Downslope width=downslope multiplier(G2g)times doNmslope mound height(G2� 5.81 x 4.8 = 28.0 ft i.Seled greater of G1 and G2h as the dovmslope width 28.0 ft j.Total rraund width is the sum of upslope(G2d)width plus rodc layer width(D2)plus downslope width(G2i) 10.0 ft+ 10.0 ft+ 28.0 ft= 48.0 ft k.Total maind length is the sum of upslope width(G2d)plus rock layer length(D3)plus upslope width(G2d) 10.0 ft + 63.0 ft+ 10.0 ft= 83.0 ft Final Dimensions (slope>1%) 48.0 ft x 83.0 ft I hereb certify that all wak has been cbmpleted in accordance with all applicable ordinances,rules&laws. (signature) 810(license#) 6/29/'2006 (date) Page 2 of 5 Unlevel Pressure Distribution System Design - 10/25/04 1. Lay out system in order of highest to lowest elevation Line 1 Elevation 997.9 ft Length 92 ft Line 2 Elevation 995.7 ft Length 92 ft Line 3 Elevatiqn ft Length ft Line 4 Elevati�n ft Length ft � Line 5 Elevation ft Length ft 2. Change in Elevation over the Trenches Highest elevation-lowest elevation: 997.9 - 995.7 = 2.2 feet 3. Total Head=head at orif'r�es(2ft)+change in elevation(2) 2 ft + 22 ft = 4.2 feet ("�f gneater than 5 feet modify design) 4. Calculate pressure head for each system 1. Highest Trench Elevation the Head=2 feet 2. Po+(E1 -Ex)=DEu Line�1 Elevation 997.9 2+ [E1 -E1]=2+[ 997.9 - 997.9 ]= 2.0 feet Line 2 Elevation 995.7 2+[E1 -E2]=2+[ 997.9 - 995.7 ]= 4.2 feet Line 3 Elevation 0.0 2+[E1 -E3]=2+ [ 997.9 - 0.0 ] = 0.0 feet Line 4 Elevation 0.0 2+[E1 -E4]=2+ [ 997.9 - 0.0 ]= 0.0 feet Line 5 Elevation 0.0 2+[E1 -E5]=2 + [ 997.9 - 0.0 ]= 0.0 feet 5. Determine flow rate per hole(See figure E-6) Line 1 Pres 2.0 Perf Diameter 7/32 = 0.80 gpm Line 2 Pres 4.2 Perf Diameter 7/32 = 1.18 gpm Line 3 Pres 0.0 Perf Diameter = gpm Line 4 Pres 0.0 Pert Diameter = gpm Line 5 Pres 0.0 Perf Diameter = gpm 6. Calculate flow for Line 1 Number of perforations- len th of pipe-2)/spacing]+1 [( 92 ft-2ft) / 3� ft]+1 = 31 perforations(Check figure E-4 to make sure it is ok) Flow= number of perforations x flow rate 31 pert x 0.80 gpm = 24.8 gpm 7. Calculate the gallons per foot for Line 1 Gallons/length= 24.8 gpm / 92 ft= 0.27 gpm/ft E� Perforation Dischar e in GPM E-4 Maximum Number of 1/4 inch perforations Pressure r lateral to uarantee<10%discha e variation Head Perforation Diameter in inches Perforation feet 1/8 3/16 7/32 1/4 Spacing 1 0.18 0.42 0.56 0.74 feet 1 inch 1.25 incl 1.5 inch 2.0 inch 1.5 0.22 0.51 0.68 0.90 2.5 8 14 18 28 2 0.26 0.59 0.80 1.04 3.0 8 13 17 26 2.5 0.29 0.65 0.88 1.17 3.3 7 12 16 25 3 0.32 0.72 0.98 1.28 4.0 7 11 15 23 4 0.37 0.83 1.13 1.47 5.0 6 10 14 22 5 0.41 0.94 1.26 1.65 Page 1 of 2 8. Balance flows for other lengths,spacing,or size Line 2 GPM =length of pipe x gallons per minute per foot(7) 92 ft x 0.27 gpm/ft = 24.8 gpm #of Perfs=GPM /flow rate(5.2) 24.8 gpm / 1.18 gpm = 21 #of Perfs (Check figure E-4) Spacing = (Length-2 feet)/(Number of perfs-1) ; ( 92 ft-2ft)/( 21 perfs- 1)= 4.5 feet �Line 3 GPM=length of pipe x gallons per minute per fodt(7) � 0.0 ft x 0.27 gpm/ft = 0.0 #of Perfs=GPM /flow rate(5.2) 0.00 gpm / 0.00 gpm = 0 #of Perfs (Check figure E-4) Spacing=(Length-2 feet)/(Number of perfs-1) ( 0.0 ft-2ft)/( 0 perfs- 1) = 0.0 feet Line 4 GPM =length of pipe x gallons per minute per foot(7) 0 ft x 0.27 gpm/ft = 0.0 #of Perfs=GPM /flow rate(5.2) 0 gpm / 0.00 gpm= 0 #of Perfs (Check figure E-4) Spacing=(Length-2 feet)/(Number of perfs-1) ( 0 ft-2ft)/( 0 perts- 1)= 0.0 feet E-20 Volume of Li uid in Pi Pipe Diameter Liquid per foot Line 5� GPM=length of pipe x gallons per minute per foot(7) inches allons 0 ft x 0.27 gpm/ft = 0.0 1 0.045 #of Perfs=GPM /flow rate(5.2) 1.25 0.078 0 gpm / 0.00 gpm= 0 #of Perfs 1.5 0.11 Spacing=(Length-2 feet)/(Number of perfs-1) 2 0•17 ( 0 ft-2ft)/( 0 perfs- 1)= 0.0 feet 2.5 0.25 3 0.38 9. Ca�ulate total gpm&Calculate System loading 4 0.66 Pi volume(see frgu►�s E-20) x length Line 1 Flow= 24.8 gpm 0.11 gal/ft x 92 ft = 10.1 gal Line 2 Flow= 24.8 gpm 0.11 gal/ft x 92 ft = 10.1 gal Line 3 Flow= 0.0 gpm gal/ft x 0 ft = 0.0 gal Line 4 Flow= 0.0 gpm gal/ft x 0 ft = 0.0 gal Line 5 Flow= 0.0 gpm gal/ft x 0 ft = 0.0 gal Total= 49.6 gpm Tota1= 20.2 gal 10. Summary Pi Size Perf Size Spacing Line 1 1.5 in 7/32 in 3.0 ft Line 2 1.5 in 7/32 in 4.5 ft Line 3 in 0.00 in 0.0 ft Line 4 in 0.00 in 0.0 ft Line 5 in 0.00 in 0.0 ft 1 hereby tl�at I have cbmpleted this work in aocordance with all applicable ordinances,rules and laws � % ' ature) 810 (license#) 6/29106 (Date) Page 2 of 2 University of Minnesota Pump Selection Procedure - 10/25/04 All boxed rectangles must be entered,the rest witl be ca�ulated. OMs�ra 1. Determine pump capacity: T's�� A. Gravity DistribuGon P'�'�"" 1.Minimum required disc;harge is 10 gpm 2.Maximum sugg�sted discharge is 45 gpm For other establisNments at least 10%greater than the water i supply rate,but no faster than ihe rate at which effluent will flow out of the distribufion device. B. Pressure Distribution-see pressure design worksheet soll treatment system &poinf of discharge . �. `:F:"tf:i' ........... .. Selected Pump Capaaty: 50 gpm roroi�pe lengih 2A,elevatlon 2. Determine Total Dynamic Head(TDHj a� �;i �E difference ;r�-- - - ; A. Elewation difference beiween pump and point of discharge. .'s�. .- � � _..... _ ; 11 feet ::� F --------------------------- ----- g. Special head requirement?(See Figure-Special Head Requirements) �5 feet Special Head Requirements Gravity Distribution Oft C. Friction bss in su�ly pipe Pressure Distribution 5ft 1. Select pipe diameter �2 in 2. Enter Figure E-9 with gpm(1A or B)and pipe diamet�(C1) Read friction loss in feet 100 feet irom Figure E-9 E-9 Friction Loss in Plastic Pipe Friction loss= 3.99 ft/100 ft of pipe 100 ft nominal 3.De�errnine total pipe length from pump discharge to soil system discharge point. Flow Rate i diameter Estimate by adding 25 pe.roent to pipe length for fiiction loss in fittings. 1.5' 2.0' 3' Pi times 1.25=equiw�ent pipe length 82 ft x 1.25= 102.5 feet 25 3.73 1.11 0.16 ,� , , z - � � : ��.: . 4.Calailate total friction loss by multiplying friction loss(C2) 35 . 6.96 2.06 0.3 � � �t:-� � by the equivalent pipe length(C3)and divide by 100. ��`;�� ,�� y, Friction Loss= 3.99 ft/100ft X 102.5 ft / 100= 4.1 feet 45 11.07 3.28 0.48 � �s 3 >?,y�� '�` x ;� .�e� �� '�iT��,i• ,. . D. Total head requirement is fhe sum of eleva6on difference(A),special 55 4.76 0.7 �� {. , head requirements(B),and total ficctiion loss(C4). , , 6`�; -5.� „��2�.' 11 ft + 5 ft + 5.0 ft 65 6.48 0.95 ( •Vy1�.�� .' Total Head: 21.0 feet 3. Pump Selection 1.A pump must be selected to deliver at least 50 gpm(1 A or B) with at least 21.0 feet of total head(2D). I hereby ' that I have completed this wo�c in accordance with all applicable ordinances,rules and laws. / (signature) 810 (license#) 6I29/2006 Date Page 1 of 1 Los�s of Soil Borins�s License#810 Location or Project: 300 Stubbs Bay Road Bo�ings made by: Rusty Olson's.Soil and Perc testing 1/11/2006 Classification System: AASHO i ; USDS-USDS-SCS X ; Unified ; Other Auger used(check two): Hand_X_,or Powe�_, Fiight, Bucket or Probe_X,_ Boring Number_1_Surface elevation_999.2_ Mottled Soii at_1.8_feet 0"-12"Dark brown loam 10yr3/2 H20 present at X_feet 12"-18"Brown loam 10yr4/4 18"-22"Brown clay loam 10yr5/4 22"-30"Rusty brown clay loam 10yr5/4 Boring Number 2_Surface elevation_999.2_ Motded Soil at 1.3 feet 0-8"Daric brown loam 10yi3/2 H20 present at X feet 8"-16"•Brown loam 10yr4/4 16"-24"Rusry brown clay bam 10yr5/4 24"-30"Rusty brown loam 10yr5/4 Boring Number_3_Surface Elevaaon_995.3 Mottied Soil at_1.3_feet 0-10"Dark brown loam 10y�/2 H20 present at X 10"-16"Brown loam 10yr4/4 16"-30"Rusty brown clay bam 10yr5/4 Boring Number 4_ Su�face elevation_995.3 Mottled Soil at_1.5_feet 0-10"Dark brown loam 10yr3/2 H20 present at X_ 10"-18"Brown Ioam 10yr4/4 18"-24"Rusty brown clay loam 10yr5/4 24"-30"Rusty brown loam 10yr5/4 Boring Number_5_Surfa�elevation_997.5_ Mottled Soil at_1.5_feet 0-10"Da�lc brown loam 10yr3/2 H20 present at_X_ 10"-18"Brown loam 10yr4/4 18"-30"Rusty brown clay bam 10yr5/4 Boring Numbe�6_ urface elevation_993.4_ Mottled Soil at_1.3_feet 0-8"Dark brown loam 10yr3/2 H20 present at_X_ 8"-16" Brown loam 10yr4/4 16"-30"Rusty brown loam 10yr5/4 Losts of Soil Borins�s License#810 � Location or Project: 300 Stubs Bay Road � � Borings made by: Rusty Olson's Sofl and Perc testing 6/27/2006 Classif'ication System: AASHO ; USDS-USDS-SCS X ; Unified ; Other Auger used(check two): Hand X_,or Power_,Flight, Bucket or Probe X_ Boring Number_7 Surface elevation_995.4 Mottled Soii at 1.3_feet 0"-8"Dark brown Ioam 10yr3/2 H20 present at X_ 8"-16"Brown loam 10yr4/4 16"-24"Rusty brown Gay loam 10yr5/4 24"-30"Rusty brown loam 10yr5/4 Boring Number_8_SurFace elevation_995.4_ Mottled Soil at 2.5_feet 0"-22"Dark brown loam 10yr3/2 H20 present at X_ 22"-30"BroHm loam 10yr4/4 30"-36"Rusty brovm day loam 10yr5l4 Boring Number_9_Suiface Elevation 993.2 Mottled Soil at_1.3 feet 0"-8"Dark brown loam 10yr3/2 H20 present at X_, 8"-16"Brown loam 10yr4/4 16"-24"Rusty brown clay bam 10y5/4 24"-30" Rusty brown loam 10yr5/4 Boring Number 10_ Surface etevation 9932_ Mottled Soil at 2.3_feet 0-14"Dark brown loam 10yr3/2 H20 present at X_ 14"-22"Brown loam 10yr4/4 22"-28"Rusty brown clay loam 10yr5/4 28"-30"Rusty brown loam 10yr5/4 Percolation Test Data Sheet Lic.#810 I � Percolation test�eadings made by: Rusty Olson's Perc. starting at 8:50 A.M. On 01/11/06 Location: 300 Stubbs Bay Road Hole number. 1 Date hole was prepared: 01/10/06 Depth of hole bottom_12"_inches, Diameter of hole 6"_inches. Soil data from test hole: Depth, inches Soil texture 0-12" Dark brown loam 10yr3/2 Method of scratching side wall: Knife Depth of gravel in bottom of hole 2 inches: Date and hour of infial water filling 01/10/06 At 1:00 P.M. depth of initial water filling 12 inches above 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 De th Dro in H20 Perc Rate 9:00 9:15 6" 3.8 3.9 9:22 9:37 6" 4.1 4.1 9:38 9:53 6" 4.2 4.2 AVERAGE PERC. RATE 4.1 MPI Percolation Test Data Sheet Lic.#810 j � Percolation test readings made by: Rusty Oison's Perc. starting at 8:50 A.M. On 01/11/06 Location: 300 Stubbs Bay Road Hole number. 2 Date hote was prepared: 01/10/06 Depth of hole bottom_12"_inches, Diameter of hole_6"_inches. Soil data from test hole: Depth, inches Soil texture 0-8" Dark brown loam 10yr3/2 8"-12" Brown loam 10yr4/4 Method of scratching side wall: Knife Depth of gravel in bottom of hole 2 inches: Date and hour of initial water filling 01/10/06 At 1:00 P.M. depth of initial water filling 12 inches above 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 �me Depth Dro in H20 Perc Rate 9:01 9:16 6" 3.7 4.0 9:21 9:36 6" 3.7 4.0 9:39 9:54 6" 3.7 4.0 AVERAGE PERC. RATE 4.0 MPI Percolation Test Data Sheet Lic.#810 j i Percolation test readings made by: Rusty Olson's Perc. starting at 8:50 A.M. On 01/11/06 Location: 300 Stubbs Bay Road Hole number. 3 Date hole was prepared: 01/10/06 Depth of hole bottom_12"_inches, Diameter of hole_6"_inches. Soil data from test hole: Depth, inches Soil texture 0-8" Dark brown loam 10yr3/2 8"-12" Brown losm 10yr414 Method of scratching side wall: Knife Depth of gravel in bottom of hole 2 inches: Date and hour of initial water filling 01/10/06 At 1:00 P.M. depth of initial water filling 12 inches above 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 �me Time Depth Drop in H20 Perc Rate 9:02 9:17 6" 3.5 4.2 9:20 9:35 6" 3.3 4.5 9:40 9:55 6" 3.2 4.7 AVERAGE PERC. RATE 4.5 MPI Percolation Test Data Sheet Lic.#810 i i i Percolation test readings made by: Rusty Olson's Perc. starting at 8:50 A.M. On 01/11/06 Location: 300 Stubbs Bay Road Hole number.4 Date hole was prepared: 01/10/06 Depth of hole bottom_12"_inches, Diameter of hole_6"_inches. Soil data from test hole: Depth, inches Soil te�ure 0-8" Darlc brown loam 10yr312 8"-12" Brown loam 10yr4/4 Method of scratching side wall: Knife Depth of gravel in bottom of hole 2 inches: Date and hour of initiat water filling 01/10/06 At 1:00 P.M. depth of initial water filling 12 inches above 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 9:03 9:18 6" 4.0 3.7 9:19 9:34 6" 3.8 3.9 9:41 9:56 6" 3.7 4.0 AVERAGE PERC. RATE 3.9 MPI Percolation Test Data Sheet Lic.#810 i I Percolation test readings made by: Rusty Olson's Perc. starting at 10:20 A.M. On 06/28/06 Location: 300 Stubs Bay Road Hole number. 6 Date hole was prepared:6/27//06 Depth of hole bottom_12"_inches, Diameter of hole 6"_inches. Soil data from test hole: Depth, inches Soil texture 0-12" Dark brown loam 10yr3/2 Method of scratching side wall: Knife Depth of gravel in bottom of hole 2 inches: Date and hour of infial water filling 6/27/06 At 10:00 A.M. depth of initial water fllling 12 inches above 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 ime Time Deptt� Drop in H20 Perc Rate 10:30 10:45 6" 5.0 3.0 10:46 11:01 6" 4.7 3.2 11:02 11:17 6" 4.6 3.3 AVERAGE PERC. RATE 3.2 MPI Percolation Test Data Sheet Lic.#810 � I Percolation test readings made by: Rusty Olson's Perc. starting at 8:50 A.M. On 05/05/00 Location: 300 Stubs Bay Road Hole number. 7 Date hole was prepared:5/04//00 Depth of hole bottom_12"_inches, Diameter of hole_6"_inches. Soil data from test hole: Depth, inches Soil texture 0-12" Darlc brown loam 10yr3/2 Method of scratching side wall: Knife Depth of gravel in bottom of hole 2 inches: Date and hour of initial water filling 5/014/00 At 4:00 P.M. depth of initial water fitling 12 inches above 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 9:05 9:20 6" 5.5 2.7 9:29 9:44 6" 5.5 2.7 9:47 1:02 6" 5.5 2.7 AVERAGE PERC. RATE 2.7 MPI ��'G.-C1 e�L� CITY _ ( - � WORKSHEET FOR SEWAGE DISPOSAL WORK �b ._��,_Q�, /,i�°/�'� �� f Date- - W Inspecto Building Pe;mit No._�_ Owner �l�'� � —'��-- �C7 .S�v,B�.S Property Address_ —Kind f Building � �� l/ Plumbing Contractor-Outside Sewage Disposal ' Septic Tanks ��G i-�� w�� ''f aU Material Capacities Proper Outlet & Inlet? � Baffle Plates? �— Drain Field: � Z r. f(�, ��(�z � Total length of lines �� Number of lines Type of soil , ` �=� Percolation Test � ST�'1 Width of trench Type of filter material �� Y�� ' Amount of filter material below line �V j� �� 1 � �� Depth from top of tile to finished grade �1 Z- Check Vents `'"' C� Caulking '�' Check Grade in Horizontal Waste Pipes "�� Clean Outs � Tonage or Y�rds of Fil�r Material �' Total Sq. Footage of Drain Field � r o Sand � �s3 _ Rock �' �� x 3z r , 3l �,�i Overall Size of Mound System S�oX53 Size of Mound System Rock Filter Material_� Draw detailed diagram to scale with measurements below. � l 3� � w L • Z,, �Z � ,_;-��. � --�i !� � r,r,Z,,� ' L' 4,� � � y� a � � � � ' �s � i ,,�.� �P�'Y �� Z, �g`' r��f<�. �► I� , �� z ��,,��3, ,�, a1�,� � - �6 C ��r�� '�'�� ,./ Z e t 1 t� � << � �P 3 ��o g4�1�s �� ,, � �.. �.� � j 'l�z ,v��'s �tp N�' �' � t� ,�(} o h c.�k-�C-'� �l � Z '�3 a r p.�' 1�r�� j� o i�) GQ1ti`�✓ v DATE TIME U CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED PERMIT N0. ��I COMPLETED �0� � � � � ADDRESS �Ob S .�i U� OWNER �r �� S CONTR. �l�} �C S � .�C�i1.�' TELEPHONE NO. � DESCRIPTION lL 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING � 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS � O 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 O6 PROGRESS � 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT Q 07 DEMO-FINAL --� 22 FOLLOW-UP = 09 PLUMBING RI 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL � OWNERICONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � W a j � "' - �r� � �le�,ti,� 'v, 0 � )Z� I��I I�S a � � �- L� G� ►to�...� i�9.� �� Q � �'�Fl��.� j—�' 1 �er ��,��7"/�^�� Z W � � (�.-�' I l �S"i /� i �� v T�� S' � - � [�(VORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE W ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY O ❑ Ct�RRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. C PHOTOTAKEN INSPECTOR W4LL RETURN ❑ CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑ INSPECTION REQUIRED.CAII TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. �95Z� Z49-460� OwnerlContractor on site: Inspector. // ��J White Copyllnspector's File Canary CopylSite Notice DATE TIME � CITY OF ORONO CALLED IN INSPECTION T C SCHEDULED PERMIT NO. �� COMPLETED ��0 3 �CT� ADDRESS � O C� S � �3F�-S OWNER ��C•'-U� �� C�1!� � CONTR. S��c-�/�✓T /�l v"`' ��- TELEPHONE NO. � � DESCRIPTION l� 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING � 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS y O 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS � 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT v 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP _�UMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL J 10 PLUMBING FINAI 36 FOUNDATION/REMOVAL � OWNERICONTRACTOR TO MEET YOU:_YES_NO y COMMENTS: � a S i�. � '/ 1 �'S T C� � j � �l O c)� � � �1 , .�I �"�S��I � <I 5'e ° �� 7 �4 �l' �,� , �� W � Q � Z W � W � � � (�NORKSATISFACTORY:PROCEED ❑ PROJECTCOMPLEfE W ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORECOVERING PERMANENT �CORRECTUNSAFECONDITIONWITHIN HOURS. p pHOTOTAKEN INSPECTOR W{LL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED O INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Ca1�for the next inspection 24 hours in advance. (952) 249-4600 OwnerlContractor on site: Inspector. . � S White Copyllnspector's File Canary Copy/Site Notice '