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HomeMy WebLinkAbout2000-P02810 - Septic PERMIT CITY OF ORONO 2750 Kelley Parkway - PO Box 66 Permit Number: P02810 Crystal Bay, Minnesota 55323 Permit Type: Septic (612) 249-4600 Date Issued: 8/11/200 SITE ADDRESS: 15 Orono Orchard Rd S WAYZATA,MN 55391 PID: 02-117-23-22-0002 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 Valuation: $ 0.00 State Surcharge Fee: $ 0.50 TOTAL FEE: $ 100.50 APPLICANT: SWEDLUND SEPTIC OWNER: P L SCHERER&G G SCHERER 9520 LAKETOWN RD 15 ORONO ORCHARD RD S CHASKA,MN 55318 WAYZATA MN 55391 THE UNDERSIGNED HEREBY REQUESTS PERMISSION TO MAKE THE REAL IMPROVEMENTS SPECIFIED AND AGREES TO DO ALL WORK IN STRICT COMPLIANCE WITH ALL CITY OF ORONO ORDINANCES AND STATE OF MINNESOTA BUILDING CODE REQUIREMENTS. C071144P°14(1/ T P IL CANT PERMITEE SIGNATURE ISSUED BY SIGNATURE Copies: City,Applicant,Assessor,Finance Page 1 CITY OF ORONO SEPTIC SYSTEM PERMIT APPLICATION Box 66 (2750 Kelley Parkway) Crystal Bay, MN 55323 JOB SITE ADDRESS: eon>D n2 fi►`ote d P`,m d Occupancy Type: Residential X Commercial Other Permit Type: New or Replacement System, $100.00 Repair Existing System, $ 50.00 (Tanks or Drainfield) 0.50 State surcharge added to above fees *See fee schedule for non-residential permit fees Owner's Name: Li. el e h u-../ . Phone Number: 4/70 -7 V/ s Mailing Address: /..A4Qicet, 4v City: k Eio.1940e.J .5'l Contractor's Name: cam.Cd/o..d 4c Phone Number: c1 V Z-.TS'�s``S Mailing Address: S'20 4Rec, -so ! City: O tre$ ii , 7 DO NOT MAIL PAYMENT WITH THIS APPLICATION GENERAL INSTRUCTIONS 1. Applications for septic system permits may be mailed or submitted in person at the City Offices; however, permits will not be mailed out. The permit must be picked up in person at the City Offices and work must not begin unless the permit card is on the job site. 2. Permits will be issued only to contractors holding a 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 Inspectbr. 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 tocovering. 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. 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 installin_ • . 1: V ��s ,'c'9' '� A. Tanks: - 'recast Cone "to _ Other Manufacturer Tank Capaci - . gal. 2) /4:7O7gal. 3) gal. B. Pump Station (if require Pump make & model v/d (attach pump curve & literature); system design requires 45/7 gpm at/ " Z feet of head. High water alarm make & model Li ( 11-44�. Outside electrical work to be completed by installer N. electrician other . Inside electrical work must be completed by electrician. C. Treatment System: Trenches: s.f. X Mound Depth of rock below pipe " Rock bed dimensions /0 'x (o Z' Drop Boxes Sand bed dimensions&+/ 'x Distribution Box Pressure Dist. Pipe Diam. Z. " Maniford Pipe Diam. Z " D. Final Cover/Topsoil to be: X borrowed from site (show location on site plan) trucked in The undersigned hereby applies to the City of Orono for issuance of a septic system installation permit, 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. Signature of Applicant: 9 v 6-,-1-...,,a--0Date: B -//-etc, MPCA Certification No.: 3vvgii C Staff Review: A ovalDenial Reviewer: Date: Reason for Denial: • SEPTIC SYSTEM APPROVAL Cam ORONO COPY ,v 0 k ',, OXON° ,,_ CITY of ORONO /$1, tiIN Municipal Offices . $ ''=�� G;� Street Address: Mailing Address: gg� 2750 Kelley Parkway P.O. Box 66 Orono, MN 55356 Crystal Bay, MN 55323-0066 (Cell/N-7ex Owner 61-11D 5!Ht rrm/J► fa 611507J Phone F 4eme) 889-899/ (Work) Y70-7,-1/4) Address /5 O Rer10 ©Rehaxo Road S. City Wsy2,a f•a State M,J Zip 5531/ Site Evaluator 5w 8-DL UND State License# Phone# 9 L(2- 58 5 5 Type of Establishment: Single Family k Multi Family Commercial /\lo Garbage Disposal Yes No No. Potential Bedrooms 5 Est. Gallons Per Day -75b Water Meter Required: Yes_ No X Soil Sizing Factor , 83 ( ,6O,4pL f cf 2) Perc Rates P-1 2 0 P-2,26.5 P-3 P-4 P-5 P-6 'P-7 Restricting Layer Depth B-120' B-2 )'j" B-3 21.E B-4 B-5 B-6 Type of Treatment System: Standard X Experimental Alternative Pressurized Mound System X At-Grade System Gravity Trenches System Pressurized Trench System Gravity Trenches W/Lift Pressurized Bed System Holding Tank W/Alarm Septic Tank Size /250 MOO # of Tanks 2 Lift Tank Size /WO Pump Brand GPM ill Head /6,..5 Treatment System: Minimum (ro"62')45 quare Feet with 9 inches of rock below pipe Type of covering Fabric X Other THIS IS NOT A PERMIT. This is a design approval form which must accompany the site plan. A permit must be issued to a licensed septic contractor prior to installation. NOTICE TO INSTALLERS: Any changes to the approved plans must have prior approval of the inspector (249-4600) Call for inspection 24 hours in advance. ALL DRAINFIELD AREAS MUST BE FENCED OFF prior to building site excavation and fencing must remain in place until final site grading. Approval to pour footings will not be granted until the Inspections Department has verified the primary and alternate sites are protected. NO VEHICULAR TRAFFIC OF ANY KIND is allowed within 20' of tested drainfield sites ever. ACCEPTED X DENIED By the City of Orono subject to existing regulations and the following conditions: (ASE 16" 5044 A helow ?pock e By: , l' g-8-oo TV SYSTEM IS DESIGNED FOR Chris ence, On-Site Systems Manager BEDROOMS. ANY INCREASE IN NUMBER OF BEDROOMS INVALIDATES THIS DESIGN. Telephone(612)249-4600 • Fax(612)249-4616 Swedlund Septic Service August 7, 2000 % \O o< `y G> City of Orono Attn: Chris P.O. Box 66 Crystal Bay, MN 55323 Chris, We have relocated the primary septic site at 15 Orono Orchard Road at the request of the builder. The reasons for doing this are as follows: 1. A number of very large trees would have to be removed. 2. When staked out, the downslope was in the wetlands. 3. The alternate site appears to be too close to the property line & wetlands We are omitting the original secondary site and making the original primary the secondary and submitting a new primary site. Thank You, Jeff Swedlund Swedlund Septic Service • 9520 Laketown Road • Chaska, MN 55318 • 442-5855 STATE CERTIFIED � v Swedlund Septic Service Eerc Test it Boring Desi n g 0 Installation Estimate Prepared For: 2o3os L.vaa J ;EL..; 4 . L�. p/4✓E 4! ..g - / Site Address: /5" o/2oao I>111BIO�eJ i d �c�• ix;01 State Certified Swedlund Septic Service • 9520 Laketown Road • Chaska, MN 55318 • 442-5855 1 v 010 40%_ co, SEPTIC SEPTIC SYSTEM DESIGN Date 7 20-2 Owner/Builder Z4#t d Se1L k - -.34,,L., Mo•Aso•4) Address Zd go. - XAASvia Gv '4 % .Alt ill 1/4tzeAl X- 33 I Site Address A5- 02o,u0 o,ZGk 4.e..el 'fid Home Phone Work Phone 4/70 -7V1 L Pager/Cell 5 °/890/ The following information has been compiled for a single family home: Bedrooms .c' GPD 7-5-0 Garbage Disposal X Lift Pump in Basement /VC' Septic Tank Capacity 7ZS Pump Tank Capacity /2 S e' System Type: Mound X Trench Distribution: Gravity Pressure k Land Slope i Depth to Restricted Layer ZO ii Soil Sizing Factor • 83 Perc Rate 24 Z .KA i Trench System: Drainfield Size/Sq.Ft. Lineal Ft. SB2 Number of Laterals Rock(Tons) Rock Width Max Trench Depth Width / a�o Mound System: Rock Bed lb X.(e Z Sand Layer 3q//2 k 9 Upslope 8_ „ Downslope /to a72. Sideslope IZ- --7-71t Sand Depth /. ' -/, ml� 7 Topsoil on Site Sa E. Trucked in ALT Sand (Tons) 34040 Rock (Tons) 2Z Topsoil (Tons) /8c Pump Manufacturer: .4. Y- /146 " ,,,t. 41. a Requirements: GPM //7 Head /to 1/2.- Force iZForce Main Length 30 Diameter Z Number of Laterals 3 Length Gd Swedlund Services • 9520 Laketown Road • Chaska, MN 55318 • (612) 442-5855 STATE CERTIFIED C v 05/24/2000 09:54 612470/217 LANDSCHJTE PAGE 02 01/20/2000 12:13 E12088296 RUSTY D._x"' 4 FERC PAW 04 33 r.u a12,<err 4romem .A_.__, ____I I I ! ' ij NMI. Tnv IN WI NO see Nru eas j '�I� N*ix�tee nog g!q 1PO SaI=*Oda N9mlIido 119 VM sossildelos WO II mop al flu w py mopenaopi+Iair an mamma mu 1DO1f1e9 S /DK MON NV RUA 08A0X4ly p $V MOWN �� I •ryd'77:2773 N '"rAi gO 33dSNL .. r. 1 16.31A311 ' ►• . 0LLd3S OXON ov:O \ 1 N i r 1111NM : , ;,-; T ;I \ \, (1\• 11, �� /� / 0 . 0 (4.,..;_, I . ,..-. ,i;, \\\ ' . - •° ° 4,1 I (IN\..,\\ ii. so .) 't co1w f.s- II It . \\,,,,:\ ctl. /.,!,.. ..., \ , . , i ;I . —"'..\ 1 Its' \ \\ -. .A \ \\\ 3 Jy 7 S- M \ \ ` c', !14 of „ ®�� \ \\ L l ii 1 ' p;4 t ! _„3 Ir t E its 1i t ! i i \... - i fki \J . T _ J s S. t 0 I -. . MOUND DESIGN WORKSHEET 5 (For Flows up to 1200 gpd) I A. FLOW Estimated Sewage Flows in Gallons per day (PA) Estimated 7. 27 gpd Number Type 1 Type II Type m Type or measured x 1.5 = gpd. 1 IV 2 300 225 180 60% B. SEPTIC TANK LIQUID VOLUMES 4 0 3305 2256 of the values 72 0 gallons 5 990000 525 29450 °' 7 1050 600 370 Tp`l. 8 1200 675 408 m C. SOILS(refer to site evaluation) ,1/ SonicT,,,Capacities tin canons) columns 1. Depth to restricting layer= 0 inches / S feet Liquid capacity Nuiriber of Minimum N & 2. Depth of percolation tests = /Z. inches Bedrooms Capacity t msyusal un inside 3. Texture Lo,4rh 2.x toss Iso Percolation rate Zlv mpi a.n< 1000 1500 I30o tsao 2000 5 or 6 1300 2250 3000 4. Land slope 3 CYO 7.It or 9 2000 3000 4000 D. ROCK LAYER DIMENSIONS 1. Multiply flow rate by 0.83 to obtain required area of rock layer: A x 0.83 = Its O gpd x 0.83 sq. ft./gpd = G 2S sq. ft. 2. Select width of rock layer (max 10' if<120 mpi max 5') = /49 ft. 3. Lenzth of rock layer=area_width = - :;,,,.:7,1.:':,:'.,,,;,:-.: to Ra 4A �:.�:a w �:- a nec ;.ray ..e.se eqD� a Z 3 sq. ft. - 10 ft. = !02 ft. ° }4 eoa.aLL . �Qa.' o.eeP.. A�e�:Ge4donu n°�`• � CO�°0 o°O Qaia .s- .ee.. V: v e Qy, .Q:eO �O.'iiAO�III? '(�:�n e:.QA 8 d:0�!�:�QO+:R ; `L `�c Width /0 ft 4a° °otiev000a�oa6aDo �e"i.AI, <120mpi <10' Length G2 ft E. ROCK VOLUME >120mpi <5' 1. Multiply rock area by rock depth to get cubic feet of rock;(�ZI sq. ft. x I ft. .-_ 2..3 cu. ft. 2. Divide cu. ft.by 27 cu. ft./cu. yd. to get cubic yards; Z.2fcu. ft. -27= Z I cu. yd. 3. Multiply cubic yards by 1.4 to get weight of rock in tons; 2-?cu. yd. x 1.4 ton/cu. yd. = 32 tons. F. ABSORPTION WIDTH Absorption Width Sizing Table 1. Percolation rate in top 12 inches of soil is 2 4-mpi Percolation Rate in Gallons Ratio of Absorption Minutes Inch Soil Texture per day width k Texture La4#+? perLayer Faster than 0.1 Coarse Sand 1.20 1.00 0.1 to 5 Sand 1.20 1.00 2. Select allowable soil loadingrate from table; 0.1 to 5 Fine Sand 0.60 2.00 6 to 30 Sandy LoyLoam 0.79 1.52 am 0.60 2.00 O gPd/ft2 31 to as sat Loam 030 2.40 46 to 60 Clay Loam 0.45 2.67 60 to 120 Clay 0.24 5.00 3. Calculate adsorption width ratio by dividing rock layer Slower than leo Clay 0.20 6.00 loading rate of 1.20 gpd/ft2 by allowable soil loading rate; 1.20 gpd/ft2= 0 gpd/ft2= 7 . 4. Multiply adsorption width ratio by rock layer width to get required adsorption width; 2 x /0 ft= 20 ft DOWNSLOPE DIKE WIDTH i. If landslope is 3% or more,subtract rock layer width from adsorption width to obtain minimum downslope dike toe ZO ft- /0 ft= /0 feet 2. Calculate Minimum mound size based on geometery: a. Determine depth of clepi sand fill at upslope edge of rock layer: Separation /. Y feet b. Multiply rock layer width by landslope , I root Cover to determine drop in elevation; 1 foot Ro •ed Slope Difference Soperetlon I• feet /Q x 3 %+ 100= ,3 feet Slope Difference '3 t UpSIA08 Width c. Add depth of clean sand for separation (2a) f7 foot Rock Bed Width at upslope edge,depth of rock layer(1 foot) to depth of root DoWnel pe width cover(1 foot)to find themound height at the upslope edge foot of rock layer; /. '-f ft+ lft+ lft= 3.6{ feet • . d. Enter table with landslope and upslope dike ratio. Select dike multiplier of 3'-c.7 . e. Multiply dike multiplier by upsl,o,pe mound height to find upslope dike width:..1•67 x 3.5/ = /2 feet f. Add depth of clean sand for slope difference (2b)at downslope edge, to the mound height at the upslope edge of rock layer(2c) to find the downslope height; 3.'/ ft+ , 3 ft= 3.7 feet g. Enter table with landslope and downslope dike ratio. Select dike multiplier of S/1 S/ . h. Multiply dike multiplier by downslope mound height to get downslope dike width: 4/4-14 3.7 = 1 Zafeet i. Compare the values of step G.1 and Step G.2h Select the greater of the two values as the downslope dike width; $(o J . iZ feet `;U891 .Wleln . j. Total mound width is the sum of upslope dike(G.2e)width plus rock layer width (D.2) plus e • • downslope dike width(G.2.i); UG91G .lviatn uo610 .width e '111 /�' '11 t 3'f4 8 ft+ /O ft + 14.4 .5./ feet k Total mound length is the sum of pow�1�jo wilt" .' upslope dike width (G.2e)plus rock layer length(D.3)plus upslope dike wid (G.2e); /Z ft+_GZ ft + /Z ft = 5'feet I �ro.81 Length Downslope U psiope 3:1 8:1 5:1 6:1 7:1 3:1 4:1 5:1 6:1 7:1 8:1 %slop. 0 30 4.0 5.0 6.0 7.0 3.0 4.0 5.0 '6.0 7.0 80 1 309 4.17 5.26 638 7S3 2.91 3.65 6.76 5.66 651 7.41 2 3.19 415 556 682 8.14 2.83 3.70 654 5.36 616 6.90 3 3.30 434 5.88 7.32 886 2.75 337 6.15 5.08 5.79 6.45 4 3Al 4.76 6.25 7.89 9.72 2.68 3.45 4.17 4.64 5.46 606 S 313 5.00 667 857 10.77 261 313 6.00 4.62 5.19 571 6 3.66 5.26 7.14 9.38 1207 2.54 3.23 3.85 4.41 4.93 541 7 310 536 7.69 10.34 13.73 2.68 3.12 3.70 123 4.70 5.13 8 3.95 5.88 813 1134 15.91 2.12 3.03 3.57 6.09 4.49 618 9 4.11 6. 9.09 13.04 18.92 236 2.94 3.45 3.90 430 445 10 4.73 6.67 10.0 IS.00 2333 2.31 2.86 3.33 3.75 4.12 144 11 648 7.14 11.11 17.65 30.43 226 2.78 3.23 3.61 3.95 4.26 12 449 7.69 1230 21.43 43.78 2.2: 2.70 3.12 3.49 3.83 4.08 64 PRESSURE DISTRIBUTION SYSTEM 1. Select number of perforated laterals 3 2. Select perforation spacing = 2 ft. 3. Since perforations should not be placed closer than I ft. to the edge of the rock layer (see p. E-14),subtract 2 ft. from the rock layer length. Rock layer length - 2 ft. = 4'Oft. 4. Determine the number of spaces between perforations. Divide the length above by perforation spacing and round E-17a down to nearest whole number. TAB E OF PERFO' •T ON DISCHARGES IN CPV Head Perforation diameter(inches) Length perf. spacing = 60 ft. + 3 ft. = Z°spaces 7/32 1/4 (3) (2) 1.Oa 0.56 0.74 1.5 0.69 0.90 5. Number of perforations is equal to one plus the number of 2.Ob 0.80 1.04 2.5 0.89 1.17 perforation spaces . 3.0 0.98 1.28 4.0 1.13 1.47 5.0 1.26 1.65 20 spaces + 1 = 2./ perforations/lateral aUse 1.0 foot of head for residential systems. bUse 2.0 feet of head for other establishments 6. Multiply perforations per lateral by number of laterals to get total number of perforations. E-17b c.? z/ Mum=.n..+br...r ...Pr.oer.INNto x = perforations. ra.W..nva 1.25 inch laterals peels/laceral- mo 125 inch 1.5 inch 2.0 inch 2.5 14 18 28 7. Determine required flow rate by multiplying 3.0 13 1726 3.3 12 16 25 number of perforations by flow per perforation 4.0 11 15 23 (see page E-17) 5.0 10 14 22 63 perfs x gpm/perf =-s- gpm. E-15 ....Call LOCO.1T o.M..o.I a.TI S WM* 8. If laterals are connected to header pipe as shown on page E- 15, select minimum required lateral diameter from table on '''� ...-/- page E-17; enter table with perforation spacing and number , 4.7r-r-- of perforations per lateral. Select minimum diameter for \„--'' perforated lateral = inches. E-12 9. If perforated lateral system is attached to manifold pipe near ���: .�..� the center, ac on page E-12, perforated lateral length and _ -.4/-- number of perforations per lateral will be approximately one "` - .. half of that in step 8. Using these values, select minimum ,,,, diameter for perforated lateral from page E-17 as �.i•''� '"� inches. 9 PUMP SELECTION PROCEDURE k. Determine pump capacity: Gravity Distribution 1. Minimum suggested is 20 gpm 2. Maximum suggested is 45 gpm Perforation Discharges in GPM Pressure Distibution Head Perforation diameter (feet) (inches) 3.a. Select number of perforated laterals 7/32 1/4 b. Select perforation spacing= feet. 1.0a 0.56 0.74 c. Subtract 2 ft. from the rock layer length. 1.5 0.69 0.90 Rock layer length-2 ft. = feet. 2.0b 0.80 1.04 d. Determine the number of spaces between perforations. a Use 1.0 foot single homes. Length perf.spacing= ft.+ ft.= spaces b Use 2.0 feet for anything else. e. spaces+1 = perforations/lateral f. Multiply perforations per lateral by number of laterals to get total number of perforations. rrm5 x __r_r,I= perforations. g. wig x gcm,pert = gpm. SELECTED PUMP CAPACITY 7 gpm B.Determine head requirements: 1. Elevation difference between pump and point of discharge. /0 feet 2. If pumping to a pressure distribution system,five feet for pressure system required at manifold if gravity system,zero. N cS� feet Total pipe length 3. Friction loss a. Enter friction loss table with gpm and pipe diameter. we a Elevation rhfference Read friction loss in feet per 100 feet from table(F-14). P'Pe 5 F.L.= 3.99 ft./100 ft of pipe 1. b. Determine total pipe length from pump to discharge I point. Estimate by adding 25 percent to pipe length for fitting loss,or use a fitting loss chart(F-15 feet). Equivalent pipe length-1.25 times pipe length= 30 x 1.25= 3 7 Vs. feet Friction Loss in Plastic Pipe c. Calculate total friction loss by multiplying Nominal friction loss in ft/100 ft by equivalent pipe length. �/ pipe dia. Total friction loss= 3.9 9 x 3 7'PZ. =100= / Z feet 4. Total head required is the sum of elevation difference, F1 ow Ra to 1.5" 2" 3" special head requirements,and total friction loss. J o + '6.- + / /z 20 2.47 0.730.11 25 3.73 1.1111 0.16 (1) (2) (3c) 30 5.23 1.55 0.23 35 6.96 2.06 0.30 40 8.91 2.64 0.39 TOTAL HEAD /(j c-feet 45 11.07 3.28 0.48 50 13.46 3.99 0.58 55 4.76 0.70 C. Pump selection 60 5.60 0.82 65 6.48 0.95 70 7.44 1.09 • ,/ 1. A pump must be selected to deliver at least `77 gpm (Step A) with at least IGPZ feet of total head (Step B). • Sizing of Pump Station 1. Determine Surface Arca T Rectangle=Arca=L x W Width x = square feet 1 Length Circle=Area=it x(Radius) 3.14 x x = square feet Radius Other=Get Surface Area from Manufacturer a=3.14 square feet 2. Calculate Gallons Per Inch There are 7.5 gallons per cubic foot of volume,therefore you must multiply the area times the conversion factor and divide by 12 inches per foot to calculate gallons per inch Arca x 7.5 gpft 3+12 inchs per foot x 7.5+12 = Z e gallons/inch 3. Calculate Gallons to Cover Pump(with 2 inches of water covering pump) Estimatod Sewage(I ;in Gallons per day (Height(in)+2 inc es) x gallons/inch(#2) Number( lb + L/ )x 73 =3ZZ gallons of Type I Type II Type III Type Bedrooms Iv 4. Calculate Total Pumpout Volume 2 300 225 180 a. To maximize pump life select sump size for 4 to 5 pump operations per day. 3 450 300 218 60% 7'o gpd $ SSV gallons per dose 4 600 375 256 `hc velum b. Calculate drainback 1. Determine total pipelength, 3 o feet. 6 900 525 332 �1�1. g 7 1050 600 370 2. Determine liquid volume of pipe, IZVJ gallons per 1(X)feet. 8 1200 675 408 columns 3. Multiply length by volume: Drainback quantity= 20 feet x/7 V3gallons/100 ft.= $gallons. Pipe diameter(inches) Cellons per 100 feel c. Total pump out volume equals dose volume+drainback 1 4.49 /6-27 gallons per dose+ (S--- gallons= /ys gallons 1.25 7.77 1.5 10.58 5. Calculate Volume for Alarm(typically 2 to 3 inches) 2 17.43 Depth(in)x gallons/inch(#2)= 2.5 24.87 �3 x 2 = gallons 3 38.4 4 66.1 6. Calculate Reserve Capacity(75%the daily flow) Dail flow(see page D-7)x.75= D x.75= SG Z gallons 7. Calculate total gallons y Reserve Capacity gallons over pump+gallons pumpout+gallons alarm+gallons reserve capcity #3+#4 c+#5+#6 322 + /4:77,5 + VG + bGZ =/e 8-gallons T Alarm y Pump On 8. Total Depth (Total gallon divided by gallon per inch) Total Gallon(#7)+gallon/inch(#2) /O_ + 23 = '/7 inches To al Pumpout Volume Pump Off Pump Height 9. Float Separation Distance(equal total pumpout volume) Total pumpout volume(#4c)+gallons/inch(#2) /.1C . 23 =6 %i inches pDate`' 29- 0 0 . PERC TEST BY SWEDLUND SEPTIC -y /v U� 71,0 0.e.''--�+ri-� �=fc/ 2— Soil Depth '9 - /2- Texture /_i,1.i 10 yt 2/z Depth of Initial Water Filling /� Perc Test starting Time and Date: Time 4. .'1 Date u "2 9'c7z Time Intervals Drop in Inches Perc Rate .0- 3.'2 0 o 4,4.-~ / .Zo ,v i _ 3 : Za - 3: 40 1 / _ . 40 - 4: 0 0 " / ,i Date k-5".."-29`C' PERC TEST BY SWEDLUND SEPTIC Location .ci'9"-rt4 E Hole # Z. Depth / 2_ Soil Depth `0-.- , Texture / 79"''1 f(Jy e Z/Z Depth of Initial Water Filling / a' Perc Test starting Time and Date: Time ' J3°x-' Date t=-7. Z 9 " c---6 Time Intervals Drop in Inches Perc Rate UV - ,3 . 2 o �p ,,.ti 3/e/ 2G 1 .. : 40 - 4 :or) /, 24/ it Date PERC TEST BY SWEDLUND SEPTIC Location Hole # Depth Soil Depth Texture Depth of Initial Water Filling Perc Test starting Time and Date: Time Date Time Intervals Drop in Inches Perc Rate • �• A • LOGS OF SOIL BORINGSI Location or Project ../3"-- C� e 4v� CD ;'`� %>�'�f��. e k Borings made by SWEDLUND Date —' Z 8- �c er c Classification System: 0 AASHO Q USDA-SCS 0 Unified ❑Other Auger used(check two): 'Q Hand 0 or Power; 0 Flight Q or Bucket; 0 Other Depth, Boring Number /3 / Depth, Boring Number 4 in feet Surface Elevation 9')/ in feet Surface Elevation 9-1, 7 0 / 0 1 - 2 _ Z 1 - i" Z - ZZ /c) y, 1 2 - ?v i --2"1;-)/ s/ 2 - /& C, l g y 2-. y s/.3 3 - 11.70-77•L�d Z c:' 3 - /110 4 F- cl 2G // 4 - 4 - 5 - 5 - 6 - 6 - 7 - 7 - 8 - 8 - 9 - 9 - 10 - 10 - End of boring at 3 feet. End of boring at 3 feet. Standing water table: Standing water table: _ ❑ Present at feet of depth, 0 Present at feet of depth, hours after boring. — hours after boring. ❑ Not present in boring hole. 0 Not present in boring hole. Mottled Soil: / i/ Mottled Soil: i/ ❑ Observed at / feet of depth. 0 Observed at / 0 feet of depth. O Not present in boring hole. 0 Not present in boring hole. LOGS OF SOIL BORINGS Location or Project IS— 4 412-On., 0 C.-4C.,/ A jL CJ 00.-ek O1 Borings made by SWEDLUND Date S—L e- v-o Classification System: 0 AASHO I 1 USDA-SCS 0 Unified___D Other Auger used (check two): 2 Hand 0 or Power; 0 Flight .El or Bucket; 0 Other Depth, Boring Number Depth, Boring Number in feet Surface Elevation 9.5 • > in feet Surface Elevation 0 0 IBJ 1 — Qh/ -/� G tZ /,__. Z/Z- 1 1 2 — V C 2 — 3 3 rn 11— C.. cl 2/ 4 — 4 — 5 — 5 — 6 — 6 — 7 — 7 — 8 — 8 — 9 — 9 — 10 — 10 - End of boring at feet. End of boring at feet. Standing water table: Standing water table: ❑ Present at feet of depth, 0 Present at feet of depth, hours after boring. hours after boring. ❑ Not present in boring hole. 0 Not present in boring hole. Mottled Soil: / a Mottled Soil: ❑ Observed at / 9 feet of depth. 0 Observed at feet of depth. O Not present in boring hole. 0 Not present in boring hole. DATE TIME CITY OF ORONO CALLED IN 3-0—00 4130 INSPECTIONOTICE SCHEDULED /5 0 0 t_'D PERMIT NO. Pv28iO COMPLETED $—(5`00 ;� ADDRESS 16 01im t ORCNw0-o ?off 5614±k OWNER SGAe='RC-P. CONTR. S141 D Lurib TELEPHONE NO.``� R DESCRIPTION OCk /5Prt-1b/ 114-112-14-1--5/7;k5 W 01 FOOTING 11 MECHANICAL 18 EXCAV/GRADING/FILLING Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS ti O 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL • 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 J 07 DEMO-FINAL SEPTIC INSTALL.) 22 FOLLOW-UP rK 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL Z OWNER/CONTRACTOR TO MEET YOU:_YES NO a COMMENTS: If Fihrk Ok cc Lctj --alit Gales-I iv f recce One ke-k j o I Z5a — 1000— 1250 � — '/Z tip Go�ld.s puG"� O W Q /��irb 2� �� 2" a.1� 3 oc / �/j2/ PLIC r2 — 1/146Cn i i ld -IGomcds ena V' W W ► ( rieeeLZTlit -IfSt- - - s- a 4.1 NNORK SATISFACTORY:PROCEED r PROJECT COMPLETE CC W ❑ CORRECT WORK&PROCEED r ISSUE CERTIFICATE OF OCCUPANCY O ❑ CORRECT WORK,CALL FOR REINSPECTION TEMPORARY O) BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. PHOTO TAKEN INSPECTOR WILL RETURN LI STOP ORDER POSTED.CALL INSPECTOR CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next i spection 24 hours in advance. 249-4600 Owner/Con a t r Qn ��iK�-/ Inspector. White Copyllnspector's File Canary Copy/Site Notice DATE TIME CITY OF ORONO CALLED IN 8`ifroo ft 30 INSPECTION NOTICE SCHEDULED 8"/84.mo 00 PERMIT NO. ro 1810 COMPLETED ADDRESS I5 oRonO ORC leo Roh-c Sowth OWNER 5C1I Eft elt. CONTR. SO rl)L-14 AD TELEPHONE NO. t E DESCRIPTION TOZ A tU 01 FOOTING 1 MECHANICAL RI 18 EXCAV/GRADING/FILLING U. 02 FRAMING 3 MECHANICAL FINAL 19 LAKESHORE/WETLANDS y 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS 107 DEMO-SITE 2z_s___ F�TIC MAINT. 21 COMPLAINT v 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP W 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL = 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL 2 OWNER/CONTRACTOR TO MEET YOU:_YES_NO y COMMENTS: W Q. CC S$; 1 .1.)kVecia) CC 0 W CC W Z W CC Lu WORK SATISFACTORY:PROCEED C PROJECT COMPLETE cr.)‹W CORRECT WORK&PROCEED C ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. r PHOTO TAKEN INSPECTOR WILL RETURN CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the nex Aik . - tion 24 hours in advance. 249-4600 Owner/Con a or Inspector. White Copy/Inspector's File Canary CopylSite Notice DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED 6-I G-0 1:i Akf- PERMIT NO. rD2R f 0 COMPLETED ADDRESS 15 ©�P-010 ORChr41a Ro# 56 OWNER h°✓ev-- CONTR. 5/4,ec e4JJ TELEPHONE NO. DESCRIPTION J 1Q. / 5i- — 5-&Pr 1c-- tU 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING cc H02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS Q 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS • 07 DEMO-SITE - - - _ T. 21 COMPLAINT ✓ 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP Q - 09 PLUMBING RI 23 S ' .' 35 HARD COVER REMOVAL v 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL 5 OWNER/CONTRACTOR TO MEET YOU:_YES_NO (4 COMMENTS: cc W Q. O 1..--‘ (1°5 4-- 0 k . ccO Lt.W ...„ i0 4 41-;CCQ ti z L. 11'55 f '4 le Ants W cc LU WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE CC W ElCORRECT WORK&PROCEED r ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY O(..) BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. Li PHOTO TAKEN INSPECTOR WILL RETURN CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call f e next' ction 24 hours in advance. 249-4600 OwnerlCont act on si Inspector. g'44.) White Copyllnspector's File Canary CopylSite Notice 1.7 /Melt" DATEC)19. TIME / CITY OF ORONO CALLED IN 222—0/ /- 36 INSPECTION NOTICE SCHEDULED * --Wit / :<I5 PERMIT NO. 19O /7�`6 COMPLETED 4- - 0+ I ! ADDRESS 6 Qr©n a re-A, P-a-u_ty, OWNER CONTR. 5&./Di TELEPHONE NO. 95.2 — /7o --17V/f E DESCRIPTION SIIt/ tic. / „.,a../ Lu 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING ct 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS C") 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 `4 07 DEMO-FINAL 15 SEPTI 44J TAI I22 FOLLOW-UP 41 09 PLUMBING RI G_ 23 SEPTIC FINAL 35 HARD COVER REMOVAL v 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL Z OWNER/CONTRACTORTOMEETYOUES_NO o COMMENTS: ec Q. CC )� +' \' -S:` 4r, MO+St- ! o Q 0 cc me ® Lu cc firc 6‘e_c.-r CO c,N0e._.1--.- .__ tn IQ z W cc IQ0 WORK SATISFACTORY:PROCEED ROJECT COMPLETE W 0 CORRECT WORK&PROCEED 0 IS E CERTIFICATE OF OCCUPANCY O 0 CORRECT WORK,CALL FOR REINSPECTION TEMPORARY ✓ BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. 0 PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/Con actor on J Q le-- Inspector. II' White Copy/Inspector's File Canary CopylSite Notice