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HomeMy WebLinkAbout2004-P07458 - new septic PERMIT CITY OF ORONO Permit Number: 2750 Kelley Parkway- PO Box 66 P07458 Crystal Bay, Minnesota 55323 Permit Type: Septic (952) 249-4600 Date Issued: 5/4/2004 SITE ADDRESS: 3310 Watertown Rd Long Lake,MN 55356 PID: 32-118-23-44-0015 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: Hayes&Sons Exc.Inc. OWNER: Boyer Building Corporation 263 82nd Street S.E. 18279 Minnetonka Blvd 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 WITH ALL CITY OF ORONO ORDINANCES AND STATE OF MINNESOTA BUILDING CODE REQUIREMENTS. APPLICANT PE EE SIGNATURE ISSUED BY SIGNATURE Conies: 1-File(Sienitures Required). 1-Applicant. 1-Monthlv Reports. 1-Assessim 1-Finance Page 1 CITY OF ORONO SEPTIC SYSTEM PERMIT APPLICATION Boa 66(2750 Kelley Parkway) Crystal Bay,Mn 55323 JOB SITE ADDRESS Occupancy Type: Residential ✓ Commercial Other Permit Type: New or Replacement System $100.00 Repair Existing System $ 50.00 (Tanks or Drainfield) $0.50 State surcharge added to above fees See fee schedule for non-residential permit fees Owner's Name: 1�C3 H�� (� �rQ Phone Number: `j�Z- ((75` �cT 7 Mailing Address: City: Zip: Contractor's Name: Sa V-s Phone Number:_ 7(,3 •-4,74- )7(.Z Mailing Address-.21-3 FTL ^ _S+, City: Zip: 5y5-!>(__S *** DO NOT MAII.,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 Minnesota Pollution Control Agency(MPCA) Septic System Installers License. 3. All work must be done in accordance with the approved septic system design. Design reports are not considered approved unless accompanied by the "City of Orono Septic System Approval" cover sheet signed by the City Inspector. 4. The following inspections will be required for all septic systems: A Pre-installation site inspection to include inspector, installer, and general contractor. B. Tank installation prior to covering. C. Drainfield trench installation prior to covering. For mounds, inspection is required after rough up but prior to sand placement(sand will be jar tested for silt content), and again during pressure distribution piping installation in the rock bed. D. Final inspection to verify proper final cover depths and to verify that all pump stations (where required)components are functional and comply with codes. 5. Individual holding MPCA Installers License shall be present during all inspections. A24-hour notice is required for all inspections. NOTE: Applicant must initial all spaces. Fill in all approriate blanks and check all appropriate boxes. p 1. I have received a copy of the system design City !including the Ci of Orono Septic .. System Approval Cover Sheet. <_ 2. I will be installing the following: A Tanks: J Precast Concrete Other Manufacture04 rw l'tj Tank Capacities: 1) 1 UC7 al. 2) 13go gal 3) 1 3vO gal B. Pump Station(if required) l Q Pump make&model Gc» l (attach pump curve& literature); system design requires 4/7 gpm at t5-_feet of head. High water alarm make&model S-T `—µ-e-5 Outside electrical work to be completed by installer electrician other. C. Treatment System: Trenches: s.f. L--�Nlound Depth of rock below pipe Rock bed dimensions LO ' x(0 2 ' Drop Boxes Sand bed dimensions L(T ' x 4 Z' Distribution Box Pressure Dist Pipe Diam. Manifold Pipe Diam. 2- D. D. Final Cover/Topsoil to be: 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 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 Date: -- MPCA License No. V Staff Review: Approval Denial Reviewer: M Date:_ Reason for Denial: 7 ORONO COP S-�P TESTING, INC. Steven B. Schirmers • MPCA Cert.9 6 7 951 Katydid Lane NE • St. Michael, MN 55376 • (763) 497-3566 FAX (763)-497-5011 State License #394 Ste- c l Revised March 19, 2004 _ ep em er� = Boyer Building Corporation Stubbs Property South Lot 2 33Q© Watertown Rd. Orono, Henn. Co., MN c This on-site sewage treatment system is designed for a Type 1, five bedroom home, in accordance with the Minnesota Pollution Control Agency Chapter 7080 and local ordinances. The soils on this site are a clay loam. The seasonally saturated soils were located at 18" to 3W (mottled soil). Due to the seasonally saturated soils, a Pressurized Mound System will need to be installed to treat septic effluent. The bottom of the rock must be located at least T above the saturated soils. The soils at a depth of 12" have a percolation rate of 8.6 mpi. An effluent screen must be added to the 2nd tank & must be maintained according to the City of Orono. A pumping chamber will need to be installed to lift the effluent to the treatment area. The power supply and switches must be located outside the manhole and pumping chamber in a weather proof enclosure. A warning device must be installed with a light and sound device, this is in case of a pump failure. 1 r _ . r The manifold and supply line pipe must have back drainage to the pumping chamber. The distribution pipes shall have their ends capped. Be sure the rock and sand fill material are clean. The sod layer below the entire mounded area must be turned over, just break up the sod, be sure not to over work. All neighboring wells are located greater than 100' away from the proposed treatment area. Keep all heavy equipment off of the proposed treatment area before and after construction. The treatment area should be marked off before construction. This Design is not valid &the system will need to be relocated if failure to protect the areas proposed for On-Site Sewage Treatment occurs. With proper installation and maintenance, this system should have no problem in treating septic effluent effectively. Nothing other than human waste, toilet tissue, laundry, showers, water softener etc. should be disposed of into the septic tanks. Iron filters must be diverted out of the system. Recommend to divert the water softner also. ,Garbage disposals are not recommended, due to adding more solids &fine solids passing through to the system. Excessive amounts of soaps, antibacterial soaps, cleaning agents, shower cleaners used every shower & chlorine agents may kill the bacteria needed to treat septic effluent. Additives are not recommended. Recommend to pump & clean your tanks through the manhole by a certified pumper every 2 years. Check with your pumper to set up a schedule. Steven B. Schirmers -- 2 -_ - LI S't x ro t? )k 9-)3 w�Ix• �`b 30' � 2' 9$0•l q7(e1-z *?-A 97- ,. • r o � 94 ?S9 f.1�1�AvWl * , 'p 83•s m + •(n -?0 9�z.y BPerca►o!";on Tests Scok= Note: Tli; system is b be, constructed to Med q bo•3 the td Mesdo Mut-on n Corot A�,'emy �C Chapter 7080 & Local Ordinance + N 1 q�e -1 Check' all underground utilities �u+rsC�.�a 5��•3 � I PROPERTY OF='gO+f� 'g,,N a-- -- - X3.3ao w -Cc-)w),& S-P TEST/N INC � ; . rN_,_.q fK:?fM'7 ...-. icer 1 • r Cti' � do 4g /o'-4 42! r--(-Y- a • �!� , -toy oP sA1•lo 1 NI SET- BACKS HOUSE System must be Tank 3o, from property fines 2S 2: from wells tM,* aQ from bags. , Treatment area from lakes,2� elfeeaftis�►c Z - - - -__ - - NOTE:Power soppy and svnitches must be located in a Treotment area 22. from propertyiines- — - - chor�erand morMe .f~s weather proof endosure outs�e the ptixnpn9. >M , S-~%A?%4' - LQo_ from wells,,¢cw►w fog • - eacrF,c�.. ra•+�•• aQ'trom Bldgs. J-Q from trees SOIL BORING EL.E�(ATIONS xQmix THEI EL..-95iL.o 1210-404.1 qa�. grade TH.`2EL.-ALS Tank I A 5v'- TH d3 EL.5N-') Tank t PRESSURE DISTRIBUTION MOUND SYSTEM Drop to Tank TH"4 EL-92?•� Min.I"to 8 mpi �--Pung TH"5 EL.-.1-911Mox.l"to4Iacs.] Chamber taSo9.,l. £t_E11AMO.4 at PROPOSED PUMPWG CHAMBER-3-1"U-11-v/P��'P -7'0.O 4 l0 6 dia.pipe t4•s� -A, iLq o S>vo LY---`)'d 6 o SYSTEM DESIGN -'MOUND - TYPE-�, -�-BEDROOM , Average percolation rote 9sL minAich (de*.83sq ft treatment area per got.of daily sewage flow) ,2�0 goVdoy x.83sgft/gd..�3 Sq.fl.of tieatrmeent area 410%_--- sq.ft. (=IOftwidth=_S¢s&_ft.length of bed area+side sbpe nm bio 1 x .heigtt= -ftx vv ft.brrn area needed.) 'F Clean tads deeded- S233sq f t treatment area x y,o ' depth d rock=k-L-Lcu f t:-27= cu yds(3/4'io z of da.,irxludes 2"of rock above pipe) ,a% sA)o 'D�-1i� •©r +�. v s Clean said fdt b�bw rock needed. 1 cuyds. approx. , sandy too bock fill oL yds.approx., topsoil 6 _1_cu.yd.. -o1�22 c� Q R'Sz s� `i 0`20 -f -foeso►�. W,gstrt�0 _ .._ . _. _ . . . . . _. _ 1�"�o 7t=cy). , ---7 ,V�Number of tanks required.._, IsttonWl Algol- ,2ndio►k 00 gol.miri rns .pws PamP►Ht, 6VArn-0e-!t- Pumping chamber capacity- 25% of daily sewage flow of 0.<O gd.=lYY-goL+reserve sbxW of 15 0 ga j/BI1:Lq9�Q got:+pipe bock dv*joge- PROPERTY OF: 8 o of gd./100fin.ftof.,).--dia.supply pipe, liLftneeded 150 , 9_gal.4marxfoW 1 16gd1l00inftof30dia.pipe,fnfineeded--'2-, 2- got. daoyj LKO AwJ total copoedy needed got.(plus area for pump) us•r r,in. Distribution pipe VZ dna. ,Y0 lin.f t., !! :c ia. perforotims 2Lo-:'opori Pump size.�I-hp. (pumpable copocity.�gal.4cydes/day) J 1c�v is' F i�iao Pa��s J�?���3��� y� Aad � M�n. $-P TESTING C - Note* When constructing bed , Itis area should be shoped Note: Distance from treatment area to neghboring wills- Designed �ca9-plc-v /r,i2I - -Ao-•..3566 1 MOUND DESIGN WORK SHEET(For Flows up to 1200 d) A. Average Design FLOW A-1: Estimated Sewage Flows in Gallons per Day number o Estimated f)-<Q_gpd (see figure A-1) bedrooms Class I class II Class III class Iv or measured x 1.5 (safety factor) _ — gpd 2 300 225 180 60% 3 450 300 218 of the 4 600 375 256 values B. SEPTIC TANK Capacity 5 750 450 294 In the 6 900 525 332 Class 1, Jt o 4 ) -i ba oallons (see re C-1) 7 1050 600 370 11, or lu g 8 1200 1 675 1 408 1 columns. C. SOILS (refer to site evaluation) ai: Semptkk nk Capacities aeons Number of Minimum Liquid Liquid capacity with with di posal& 1. Depth to restricting layer = o z.S feet Bedrooms Capacity garbage disposal lift inside 2. Depth of percolation tests = /. o feet 2 orless 750 1125 1500 -A �01L1-y✓1 3 or4 Iwo15W 1500 2W3. Texture Q-A S orb 1500 2250 3000 Percolation rate A." mpi 7.8 or9 2000 30°° 4. Soil loading rate . 4< gpd/sqft(see figure D-33) 5. Percent land slope D. ROCK LAYER DIMENSIONS 1. Multiply average design flow (A)by 0.83 to obtain required rock layer area. 0-40 gpd x 0.83 sgft/gpd = t>a2 sgft 2. Determine rock layer width= 0.83 sqft/gpd x linear Loading Rate (LLR 0.83 sgft/gpdx )a. gpd/sgft= is ft Mound LLR 3. Length of rock layer= area+width = -14Z;L,.sgft (D1) + -1 ft (D2) =-e;-ft < 120 MPI <12 E. ROCK VOLUME > 120 MPI < 6 1. Multiply rock area (Dl)by rock depth of 1 ft to get cubic feet of rock Loa ZL _sgft x 1 ft= "I tuft 2. Divide cuft by 27 cult/cuyd to get cubic yards co as cult +27 cuyd/cult=. R3 _cuyd 3. Multiply cubic yards by 1.4 to get weight of rock in tons _cuyd x 1.4 ton/cuyd = 3 a tons D-33: Absorption Width Sizing Table Percolation Rate Loading Rata F. SEWAGE ABSORPTION WIDTH in lvtinutaaper SoilTeature Gaittau Abaonprion Z per day Ratio WR OOl Faster than 5 coarseSud 1.20 1.00 Medium Sand Absorption width equals absorption ratio (See Figure D-33) Lcamys.nd times rock layer width (D2) 31 to 43 Wit .4 Silt a.(.,) x 10 ft=�_ft ��� SilyCl l.wm Law 0. 45 2.67 61 to 120Silty pcamy 0. 24 5.00 Slower thon Sud -Syms ddprd for Umme r Ah no tK adw or prion u G. MOUND SLOPE WIDTH &LENGTH Landslope > 1% slope (landslope greater than 1%) over ' 1. Downslope absorption width= absorption width (F) rA,u�'=�„Y. ha", it3s ?� 'Fl^ 6"Topsoll minus rock layer width (D2) �" p :'%:w'x"?'.1��„�.�:��`'..�'6��CIeanSand�• "�t�„rr���,�b �..�.� .:. .L_. a ::::.;a:�:...r..,.�y a;'�kt?Y it•yti�.Jt,l ' p.ratlo • it RnhiNns Lays Uq d g=d) Rock"hhD2) Dowmi d Mi) 2. Calculate mound size UPSLOPE a. Depth of clean sand fill at upslope edge of „e,,,p„ W,dtth.S-d(F) rock layer = 3 ft minus the distance to restricting layer (Cl) a 7 3ft- I- 5' ft= I ft b. Mound height at the upslope edge of rock n-3a: SLOPE MULTIPLIER TABLE layer = depth of clean sand for separation (G2a) Land UPSLOPE DOWNSLOPE Slo multipliers for various multi liens for various at upslope edge plus depth of rock layer (1 ft) in :lope ratios slope ratios plus depth of cover (1 ft) 3:1 4:1 5:1 6:1 7:1 8:1 3:1 4:1 5:1 6:1 7.1 ft+ 1ft+ 1ft= 3 .4r ft 0 3.0 4.0 5.0 6.0 7.0 8.0 3.0 4.0 5.0 6.0 7.0 C. Upslope berm multiplier based on land slope 1 2.91 3.85 1.76 5.66 6.54 7A1 3.09 4.17 5.26 6.38 7.53 (see figure D-34) 2 2.83 3.70 4.54 5.36 6.14 6.90 3.19 4.35 5.56 6.82 8.14 d. Upslope width= berm multiplier (G2c) times 3 2.75 3.57 1.35 5.08 5.79 6.15 3.30 4.54 5.88 732 8.86 4 2.68 3.45 4.17 4.84 5.46 6.06 3.41 4.76 62S 7.89 9.72 upslope mound height(G2b): 5 2.61 3.33 4.00 4.62 5.19 5.71 3.53 5.00 6.67 8.57 10.77 P. x 3�-ft =_�-d ft 6 2.54 3.23 3.85 4.41 4.93 5.41 3.66 5.26 7.14 938 12.07 DOWNSLOPE 7 2.48 3.12 3.70 4.23 4.70 5.13 3.80 5.56 7.69 10.34 13.73 e. Drop in elevation = rock layer width (D2) times 9 2.42 3.03 3.57 4.05 4.49 4.88 3.95 5.88 8.33 1154 15.91 percent landslope (C5) -1- 100 9 2.36 494 3.45 3.90 4.30 4.65 4.11 L6.25 9.09 13.04 18.92 -AP ft X /a + 100 = _ft 10 2.31 2.86 3.33 3.75 4.12 4.44 4.29 6.67 10.00 15.00 23.33 f.Downslope mound height= depth of clean 11 2.26 2.78 3.23 3.61 3.95 4.26 4.48 7.14 11.11 17.65 30.43 sand for slope difference (G2e) at downslope U 2.21 2.70 3.12 3.49 3.80 4.08 4.69 7.69 12.50 21.43 43.75 rock edge plus the mound height at the upslope edge of rock layer (G2b) ft + .,:) _ft=-!f-. ft g. Downslope berm multiplier based on percent land slop _ -gal Ce.-L �r (see figure D-34) h. Downslope width = downslope multiplier Upslope V&th(c fd) (G2g) ti es downslope mound height(G2f) 40 Rock Bed )� Upsl a Width(C2d) �•Z X _ft Upolo tVidth(02d) Lw�iaa�(D2).)JRZ ft i. Select the greater of G1 and G2h as the g D3 ft F Downslope widthcc2li ft downslope width: a j. Total mound width is the sum of upslope Absorption width(F) width (G2d) width plus rock layer width (D2)plus downslope width (G2i) Total Length(G2k)11 ft 10 ft +eft+ QCW ft= .ft k. Total mound length is the sum of upslope width (G2d) plus rock layer length (D3) plus upslope width (G2d) 10ft+ L� ft +loft= _feet xe �Z �� Final Dimensions: y.� X /bv I hereby certify that I have co pleted this work in accordance with applicable ordinances, rules and laws. % (signature) ' (license#) �y ' !Sd " (date) PRESSURE DISTRIBUTION SYSTEM Geotextile fabric 1. Select number of perforated lateralsQuarter inch perforations spaced. ®3' i2 2. Select perforation spacing= 3 ft s":of rock Perf Sizing 3/16"-1/4" 3. Since perforations should not be placed closer than 1 foot to Perf Spacing 15-5' the edge of the rock layer (see diagram),subtract 2 feet from the rock layer length. E-4: Maximum allowable number of 1/4-inch perforaffons per lateral to guarantee<10%discharge variation o c =yer length -2 ft = �0 ft perforation 4. Determine the number of spaces between perforations. spacing feet 1 Inch 1.25 Inch 1.S inch 2.0 inch Divide the length(3)by perforation spacing(2) and round down to nearest whole number. 2.5 8 14 18 28 Perforation spacing= GO ft+ ft= ko spaces 3.0 8 13 17 26 � 5. Number of perforations is equal to one plus the number of 3.3 7 12 16 254.0 7 11 15 23 perforation spaces(4). Check figure E-4 to assure the number of 5.0 6 10 14 22 perforations per lateral guarantees <10% discharge variation. _ao spaces+1 = a 1 perforations/lateral E-6: Perforation Discharge In gpm 6. A. Total number of perforations= perforations per lateral (5) perforation diameter times number of laterals (1) head Inches _perfs/lat x�_lat= (®3 (feet) 3/16 7/32 1/4 perforations 1.00 0.42 0.56 0.74 B. Calculate the square footage per perforation. 2.0b 0.59 0L11 80 1.04 Should be 6-10 sqft/perf.Does not apply to at-grades. Rock bed area = rock width (ft)x rock length(ft) 5.0 0.96 1.65 /O ft X (O-L- ft= (D'o1O Sqft a Use 1.0 foot e-family homes.Square foot per perforation=Rock bed area +number of perfs (6) b Use 2.0 feet nin else. (oPL0sgft+__p_7�_perfs =_2-.�sgft/pert SUUNFMD LOCATED AT END Or PRES"E DISTRIBUTION SMB 7. Determine'required flow rate by multiplying the total number of perforations (6A) by flow per perforation(see figure E-6) Zra (41> perfs x gpm/perfs=42-gpm 8. If laterals are connected to header pipe as shown on upper ; example,to select minimum required lateral diameter;enterWIVE �,,, '"` figure E-4 with perforation spacing (2) and number of perforations ��``d per lateral (5) Select-mini um diameter for uVou+Of rcWwno wtuTa•u nal perforated lateral= inches. FMWAE°I" "',N, "NN IN WUND .[MYMRO IWiK.K 9. If perforated lateral system is attached to manifold pipe nearIND the center,lower diagram,perforated lateral length(3) and number of perforations per lateral(5)will be approximately one half of that in step 8. Using these values,select minimum diameter for perforated lateral= 0-6 inches. �Md I hereby certify that I have completed this work in accordance with applicable ordinances, rules and laws. ��� 7 (signature) (license#) _ 3-)f?-0!4_ (date) MW SELEMONFRO-ch U.-Rt 1. D eternhdne pump capacity: 4. Gravity distribution 2. Minimum required discharge is 10 gpm , 2. Maximum snggested'discharge is;45,gpa1. For other' establishments at least 140/6 gre;ter ftii the water supply rate, but nor faster than the rate at which efffiient will flow out of the distribution device. ►. Pressure distribution ' seepressure-distrz zitzon work sheet rom•A or B Selected'pump capacity: 47• gpm ; • Determine punxp head•requirements: Elevatio difference between pump and point of c'lischarge? ' • son treatment cyst eet & P'Int f ischar 0•'•90,aKq;:i Special head requirement?(See Figure at right:-Special Head Requi*=a I ts) total Ipe � vt' feet Wet 2A.Is Calculate Friction loss pipe, difference 1. Seldct pipe diameter ��O in --- � .......................... ...... 2. Enter Figure E-9 with gpm(1A or B)Ahd pipe diameter(Cl). Read friction loss in feet per 200 feet from FigureE-9'' S ectal -Head Requirements Friction Loss= 3,to ,ft/100ft of pipe ; Gravity Olstributlon o xt 3. Deteravne total pipe length from pwnp discharge to soil treatmeat� Pressure Dlstribtrtton 5 ft discharge point.Estimate by adding 25.percent to pipe length-for fitting loss. Total pipe length times 1.25=equivalent pipe length E_9� Friction Loss In Plastic Pipe ?_ .25 eet x 1 = 1,'-Z, feet Per 100 feat 4. Calculate total friction loss by multiplying friction loss(0) •• riomin-el in-ft/100 ft by,the equiyalentpipe•length(0)-and divide by 100. now rata 1•Alpe diameters 3•t� ft/,100ftx +100=_ 2 ft 211 311m Total head required is the sum of elevation difference (A),special'•' 2b 2.47 . 0.73 • 0.11 head requirements.($),and total friction loss(C4) 25 3.73 1.71 0.16 ' + 30 5.23 1.55 0.23 Total head: ' 'feet 35 6.96 2.06 0,30 40 8.91 2.64 0,39 Pump selection 4; 11.07 3,28 0.48 50 13.46 3,99 0.58 55 4.76 0,70 4 pump must be selected to deliver at least m " 60 5.60 0.82 ;1A or B) with at least �1' `.�l feet of total head (2D) 65 6.48 0.95 70 1 7,44• 1,09 hereby certify that I hav •completed this work in accordance with applicable ordinance's, :rules and laws. �- (signature) _327 Ld____(Hi mse#Y) 3. I9•-04 (date) S7P TESTING, INC. Steven B. Schirmers - MPCA Cert.No. 627 951 Katydid Lane NE - St. Michael, MN 55376 - (763) 497-3566 FAX - (763) 497-5011 State License#394 LOGS OF $OIL BORINGS Boyer Buildings Corporation Stubbs Property - South lot 2 Sec. 32, T118, R23 Orono, Henn. Co., MN Borings completed on 9-9-02, with a hand bucket auger. 13ORING NUMBER ER 1- Elev.981.0 - MOTTLED SOIL AT 30" - no standing water present in boring. 0 - 10" Topsoil dark brown loam 10YR 3/2 10" - 16" Gray brown loam 10YR 5/2 16" - 30" Brown clay loam 10YR 5/6 30" - 36" Rusty brown clay loam 10YR 5/6 - mottles 6/8 36" - 44" Rusty olive brown silty loam 10YR 7/1,6/8 44" - 48" Rusty olive brown sandy loam 10YR 6/3 - mottles 7/1,6/8 BORING NUMBER 2- Elev.981.4 - MOTTLED SOIL AT 22" - no standing water present in the boring. 0 - 8" Topsoil dark brown loam 10YR 3/2 8" - 14" Gray brown loam 10YR 5/2 14" - 22" Brown clay loam 10YR 5/6 22" - 28" Rusty brown clay loam 10YR 5/6 - mottles 7/1,6/8 28" - 42" Rusty gray brown silty loam 10YR 6/2 - mottles 7/1,6/8 42" - 48" Rusty gray brown sandy loam 10YR 6/2 - mottles 7/1,6/8 BORING NUMBER 3- Elev.972.7 - MOTTLED SOIL AT 18" - standing water present in the boring at 37", 24 hours after the boring. 0 - 18" Topsoil dark brown loam 2.5Y 3/1 18" - 22" Rusty dark gray brown loam 2.5Y 3/2 - mottles 6/8 22" - 38" Rusty dark gray clay loam 2.5Y 4/2 - mottles 6/8 38" - 48" Rusty olive gray loam 10YR 5/3-mottles 7/1,6/8 Soil borings cont'd. BORING NUMBER 4- Elev.972.7 - MOTTLED SOIL AT 18" standing water present in the boring at 30", 24 hours after the boring. 0 - 18" Very dark brown loam 2.5Y 3/1 18" - 26" Rusty very dark gray clay loam 2.5Y 4/1 - mottles 6/8 26" - 32" Rusty dark gray clay loam 2.5Y 5/2 - mottles 6/8 32" - 42" Rusty olive gray clay loam 2.5Y 6/2 -mottles)7/1,6/8 42" - 48" Rusty olive gray loam 2.5Y 6/2 - mottles 7/1;6/8 BORING NUMBER 5- Elev.982.3 - MOTTLED SOIL AT 24" - no standing water present in the boring. 0 - 10" Topsoil dark brown loam 10YR 3/2 10" - 14" Gray brown loam 10YR 5/2 14" - 24" Brown clay loam 10YR 5/6 24" - 32" Rusty gray brown clay loam 10YR 4/2 - mottles 7/1,6/8 32" - 40" Rusty gray brown sandy loam 10YR 4/2 - mottles 7/1,6/8 40" - 48" Rusty olive brown loam 10YR 6/3 -mottles 7/1,6/8 BORING NUMBER - Elev.974.1 - MOTTLED SOIL AT 181' -standing water present in the boring at 23", 24 hours after the boring. 0 - 10" Topsoil dark brown loam 2.5Y 3/2 10" - 18" Gray brown clay loam 2.5Y 5/2 18" - 34" Rusty gray brown clay loam 2.5Y 5/2 -mottles 6/8 38" - 48" Rusty gray brown loam 2.5Y 6/3 -mottles 711,6/8 2 r CERTIFICATION NO.627 STATE LICENSE NO.394 PERCOLATION TEST DATA SHEET Percolation test readings made by. P�Testing,Inc. on 9-10-02 starting at 2:ST Test hole location B=r Bldg Stubbs Prov south lot 2, Sec.32, Ti 18,R23 Orono. Test hole number-. Date test hole was prepared-2:2_4L Depth of hole bottom 12.inches. Diameter of hole fi inches. SOIL DATA FROM TEST HOLE DEPTH,INCHES SOIL TEXTURE 0 - 101, Topsoil dark brown loam 1011 - 1211 Gray brown loam Method of scratching sidewall is Intik. Depth of gravel in bottom of hole is 2 inches. Date and hour of initial water filling 9-10-02,2:009. Depth of initial water filling is 12 inches above the hole bottom Method used to maintain at least 12 inches of water depth in hole for at least 4 hours is automatic siphon. Maximum water depth above hole bottom during test is!k inches. Measurement, Drop in water level, Percolation rate, Time Time interval min inches inches minutes per inch Remarks 2:40 prefill 6 2:59 3:14 6 4 3.8 15 min 3:21 3:36 6 4 3.8 15 min 3:37 3:52 6 4 3.8 15 min Percolation rate=Mminutes per inch. CERTIFICATION NO.627 STATE LICENSE NO.394 PERCOLATION TEST DATA SHEET Percolation test readings made by S-P Testing, Inc. on 9-10-02 starting at Test hole location,Boyer Bldusjtubbs Prop South lot 2,Sec.32,T1180JL Test hole number-2. Date test hole was prepared-9--L-02,, Depth of hole bottom U inches. Diameter of hole h inches. SOIL.DATA FROM TEST HOLE DEPTH,INCHES SOIL TEXTURE 0 - 8 Topsoil dark brown loam 811 - 1211 Gray brown loam Method of scratching sidewall is lmife. Depth of gravel in bottom of hole is 2inches. Date and hour of initial water filling -9_-02,2:00M Depth of initial water filling is 12 Inches above the hole bottom. Method used to maintain at least 12 inches of water depth in hole for at least 4 hours isomat c�,jtphon. Maximum water depth above hole bottom during test is Ii inches. Measurement, Drop in water lelvel, Percolation rate, Time Time interval min inches inches minutes per inch Remarks 2:40 prefill 6 3:00 3:15 6 3/4 8.6 15 min 3:20 3:35 6 3/4 8.6 15 min 3:38 3:53 6 314 8.6 15 min Percolation rate=$.minutes per inch. CERTIFICATION N0.627 STATE LICENSE NO.394 PERCOLATION TEST DATA SHEET Percolation test readings made by S-P Testing, nc. on 9-10-02 starting at_3;.Qlpjn,, Test hole location,Boyer Bido.., Stubbs Prop.,South Lot 2,See•32,7118,R23,Orono. Test hole number-a. Date test hole was prepared 9-9-02• Depth of hole bottom 12.inches. Diameter of hole fL inches. SOIL.DATA FROM TEST HOLE DEPTH,INCHES SOIL TEXTURE 0 - 1201 Topsoil dark brown loam Method of scratching sidewall is kni& Depth of gravel in bottom of hole is 2 inches. Date and hour of initial water filling 9-9-02.2:00pin. Depth of initial water filling is 12 inches above the hole bottom. Method used to maintain at least 12 inches of water depth in hole for at least 4 hours is automatic siphon. Maximum water depth above hole bottom during test is 6 inches. Measurement, Drop in water level, Percolation rate, Time Time interval min inches inches minutes per inch Remarks 2:40 prefill 6 3:01 3:16 6 4-1/2 3.3 15 min 3:19 3:34 6 4-1/2 3.3 15 min 3:39 3:54 6 4-1/2 3.3 15 min Percolation rate=minutes per inch. CERTIFICATION NO.627 STATE LICENSE NO.394 PERCOLATION TEST DATA ,SHEET Percolation test readings made by S-P Testing.Inc. on 9-10--02 starting ataWtpm.. Test hole locations Boyer Bldgs., Stubbs Prop, South tot 2,Sec. 32,Tl l%,R23. Oroeo. Test hole numberA Date test hole was prepared-2-9-o2. Depth of hole bottom 12.inches. Diameter of hole h inches. SOOIL.DATA FROM TEST ROLE DEPTH,INCHES SOIL TEXTURE 0 - 12" Topsoil very dark brown loam Method of scratching sidewall is kaffec.. Depth of gravel in bottom of hole is 2 inches. Date and hour of initial water filling 9-9-02.2:00pm. Depth of initial water filling is 12_inchea above the hole bottom Method used to maintain at least 12 inches of water depth in hole for at least 4 hours is automatic Motion Maximum water depth above hole bottom during test is fi inches. Measurement, Drop in water level, Percolation rate, Time Time interval min inches inches minutes per inch Remarks 2:40 prefill 6 3:02 3:17 6 4-1/8 3.6 15 min 3:18 3:33 6 4-1/8 3.6 15 min 3:40 3:55 6 4-1/8 3.6 15 min Percolation rate=3duninutes pet inch. DATE TIME V CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED PERMIT NO. f d 7y-`& COMPLETED\ ADDRESS OWNER CONTR. �-\ y0- TELEPHONE NO. \\ DESCRIPTION 2*1 r'•'`d"�U 1 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS Cl) 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 SEPTIC MAINT. 21 COMPLAINT v 07 DEMO-FINAL 15 EPTIC INSTALL. 22 FOLLOW-UP 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL OWNER/CONTRACTOR TO MEET YOU�CYES_NO COMMENTS: Cr Six OY - O cc c11ti/� U. s C1VJ\cc k_1 Pis ��� W Y Q W t4j pQ�VORK SATISFACTORY:PROCEED ❑PROJECT COMPLETE W ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY OW BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTOTAKEN 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 ct Owner/Contractor on site: r. V`�N Inspector White Copylinspector's File Canary Copy/Site Notice J DATE TIME CITY OF ORONO CALLED IN INSPECTION N TICE SCHEDULED PERMIT NO. S COMPLETED ADDRESS 1:310 qac r� a.,r„ f V>> OWNER CONTR. S TELEPHONE NO. DESCRIPTION T 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS y 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z 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 Zv 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP 09 PLUMBING RIfa 2 PTIC FINAL 35 HARD COVER REMOVAL v 10 PLUMBING FINAL v 36 FOUNDATION/REMOVAL OWNERICONTRACTOR TO MEET YOUXES_NO Zt cam., COMMENTS: o)<, O W W cc Q 12 W z W W LU ❑WORK SATISFACTORY.PROCEED XPROJECT COMPLETE W ❑CORRECT WORK&PROCEED E CERTIFICATE OF OCCUPANCY ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑PHOTO TAKEN INSPECTOR WILL RETURN 0 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 OwnedContrpqtor on site: Inspector. L)Y1_ ��— White Copyllnspector s File Canary Copy/Site Notice r/ DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED PERMIT NO. PO 7-{58 COMPLETED ADDRESS kV Q OWNER CONTR. TELEPHONE NO. DESCRIPTION Se W 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS y Q 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT 07 DEMO-FINAL QEPTIC INSTALL. 22 FOLLOW-UP 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL v 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL OWNERICONTRACTOR TO MEET YOU: ES_NO COMMENTS: cc a - c) ✓l�'_ cc cc 0 LU QC Q z W Z W CC GW WORK SATISFACTORY:PROCEED ❑PROJECT COMPLETE CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED ❑ INSPECTION REQUIRED.CALLTO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/Contractor on site: Inspector ky- White Copy/Inspector's File Canary Copy/Site Notice