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1997-009688 - new septic system
PERMIT CITY OF ORONO PERMIT TYPE: 2750 Kelley Parkway- P.O. Box 66 Permit Number: Crystal Bay, Minnesota 55323 Date Issued: (612) 473-7357 SITE ADDRESS: DESCRIPTION: t - 1 REMARKS: j FEE SUMMARY: CONTRACTOR: OWNER: -- - - - - ; , THE ! tiStt .F ' ' Fs 'f (.F':#T'" #'I .;, i '_+ AST : SAL; Imo * �' : =:1-`_:CL QED AND ~A�.�i EES TO DO AL €R IN :;T� ICT � 3 F'�# O VTI ALL CITY j L. APPLICANT/PERMITEE SIGNATURE ISSUED BY:SIGNATURE CITY OF ORONO SEPTIC SYSTEMPERIMITAPPLICATION Box 66 (2750 Kelley Parkwav) Crystal Bay, MLN 55323 JOB SITE ADDRESS: . T4 vUrU(-1h 4-ed Occupancy Type: Residential /1C — 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: 7 C)7;."�Z Phone Number: Mailing Address: City: Zip: Contractor's Name: Phone Number: 7Z3- 7�s-� Mailing Address: City: Zip: DO NOT NIAII.. 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 Inspector. 4. The following inspections will be required for all septic systems: A. Pre-installation site inspection to include inspector, installer, and general contractor. B. Tank installation prior to covering. C. Drainfield trench installation prior to covering. For mounds, inspection is required after rough-up but prior to sand placement (sand will be jar tested for silt content), And again during pressure distribution piping installation in the rock bed. D. Final inspection to verify proper final cover depths and to verify that all pump station (where required) components are functional and comply with codes. 5. Individual holding MPCA Installer.Certificate shall be present during inspections: A 24- hour notice is required for all inspections. or 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. kO .2. I will be installing the following: A. Tanks: T Precast Concrete Other Manufacturer Pwca S- Tank Capacities: 1) /�y0 'al. 2) 13 uo gal. 3) f 3 ro gal. B. Pump Station (if required) Pump make & model M6 110 (attach pump curve & literature); system design requires yZ gpm at /�f feet of head. High water alarm make & model _ Outside electrical work to be completed by installer electrician x other Inside electrical work must be completed by electrician. C. Treatment System: Trenches: s.f. Mound Depth of rock below pipe " Rock bed dimensions 'x 7S Drop Boxes Sand bed dimensions q( 'x/09 ' Distribution Box Pressure Dist. Pipe Diam. 7727" Maniford Pipe Diam. 2- 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 the ordinances of the City and the regulations of the State of Minnesota, and certifies that all statements made on this application are complete, true and correct. SignatureofApplicant: 0olz Date: MPCA Certification No.: Staff Review: Approval Denial Reviewer: Date: Reason for Denial: CITY OF ORONO SEPTIC SYSTEM APPROVAL CITY of ORONO Municipal Offices �� Past Office Box 66 Crystal Bay,Minnesota 55323-0066 0' LOCATION: 2605 Thoroughbred Lane OWNER: Eiden GENERAL CONTRACTOR: SEPTIC CONTRACTOR: S-P Testing Revised Plan SITE EVALUATOR: REPORT DATE: Qrtnher 71 , 1997 The City of Orono has Approved your on-site system design as of November 12, 1997 (approved-disapproved) (date) with the following comments: 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. A list of currently licensed septic contractors is enclosed. NOTICE TO INSTALLERS: Any changes to the approved plans and specs must have prior approval of the Inspector (473-7357). Call for inspections 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 that primary and alternate sites are adequately protected. NO VEHICULAR TRAFFIC OF ANY KIND (cars, trucks, earth moving equipment, etc.) is allowed within 20' of tested drainfield sites either before or after system construction. Compaction of these areas could render them unusable prohibiting the timely completion and or limiting the long term use of the property. A site copy will be available at the City Offices for the septic contractor. CITY OF RON By Stephen W c an, On-site Systems Manager TELEPHONE-473-7357 9 FAX-473-0510 S-P TESTING, INC. Steven B. Schirmers • MPCA Cert.No. 627 951 Katydid Lane NE • St. Michael, MN 55376 • (612) 497-3566 FAX (612)-497-5011 State License#394 Revised October 21, 1997 Eiden Construction Lot 5' Bock 2 ��,®��® 1 Old Crystal Bay Rd., 2nd Add. `Z 199 Orono, Henn. Co., MN C� � 01F10110Gz, O This on-site sewage treatment system is designed for a Type 1, six bedroom home, in accordance with the Minnesota Pollution Control Agency Chapter 7080 and local ordinances. The soils on this site are SCS soils mapped - LrB - Lester loam. The seasonally saturated soils were located at 14" to 30" (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 treatment area must be located at least 3' above the saturated soils. The soils at a depth of 12" have a percolation rate averaging 15.0 mpi. 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. 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. 1 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 gray water(laundry, showers, etc.) human waste &toilet tissue should be disposed of into the septic tanks. Garbage disposals are not recommended, due to adding more solids &fine solids passing through to the system. Excessive amounts of soaps, cleaning agents &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 �a' ti,iss 39! 1 o',c l� Pt-AQ VN-r--V2 SET- BACKS HOUSE System must be: Tank L0' from property lines I--LlL- - _2,i from wells O from b'Ags. iw�a Treatment area ='from lakes,= streams NOTE:Power supply and switches must be located in a Treatment area a22 from property lines weather proof enclosure outside the pumping chamber and manhole MA-Ntloc4S -in t�-" � from we!-Is L�acrFrcc_ ad 'from b!dgs. L'from trees SOIL BORING ELEVATIONS a Amin. TH. 1 E1 .-1oaa,7 D „dio.sugrade—%TH.u -2 EL'- ''3- -1-A TankTH ' Tank "3 EL.-L�s 2-4 - /oa�t.0 Tk : Drop to Tank_ I PRESSURE DISTRIBUTION MOUND SYSTEM H.74 c L_/D y Min. 1'to 8' Pumping TH75 EL.-Jal L-4 -/0 A-1, Max.l"lo4' 4- S�1 A`Lo c�J Chamber ELEVATION of PROPOSED PUMPING CHAMBER- -4 to 6 dia.pipe pya4esroo -% a+G� --Jo33.t7 SYSTEM DESIGN -MOUND TYPE-.:L, L BEDROOM , Avefoge percolation rote I S-� min./inch (design.83sq.ft treatment area per gal.of daily sewage flow) 2000_ gal./day x.83sq-ft/gal.042 sq.ft.of treatment area 410%= sq.ft. (= 10f1,width=I S ft.length of bed area+side slope run-29-to I x33 height= 3 fW4L ft.loan•area needed) t Clean rock needed- 1I2 sq.ft.treatment area x ),09"" depthof rode WH tuft-27= -Il cu.yds,(3/d'to 21/f dia. ,includes 2i'of rock above pipe) Clean sand fill below rock needed aQ,0 cu.yds. approx. , sandy loam bock fill 3_cu.yds.approx., topsoil 6 2Lcu.yd. .9V-e 5211AMk /-3 ADO ;k.0-070. ;k.0-070 -_-Co -C_oPSol,-EoF Number of tanks required - Ist tank)- 00 got. ,2nd lank/DB Z) gol.mir irrxins Pugs Pa m t?%N*u e1�iAm p E Q- Pumping chamber capacity- 25% of dailysewage flow of 100 gol.=3&.gal+reserve storage of 150ga1 /BFl;:3@B_gal.+pipe bock drainage— PROPERTY 0r of 14 got./100lin.ft.of3'dia. supply pipe, lin.ft.needed A9o , 1_4gal.+manifo!dJ_5Lgal./IOOlhftof --"dia.pipe,hft needed Q , 3..go!. �_ �o total capacity needed )LuL gal.(plus area for pump) u5v-r rain. 1$00 ggl,caP. u Distribution pipet��do. , ?L-lin ft.,Lydia. perforations_62oport O-po+ o' ".0. 1-NV4-Ap• 6V Pump size1.1,hp. (pumpoble copocity.-Lq,�_gal. 4cycles/day) 1 lsgeo )9 ' ►-t�t�o PQ��s ���Sc�dpw� gal Min. $-P TEST/NG 11W. Note: When constructing bed - , tris area should be shaped Note: Distance from treatment area to neighboring wells— t Ootc�.5/13/51 ,Desi Ned 9 : g y W to divert run-off from entering treatment area. I,� T r t PH. 612-497-3566 0 4 I = op ��E `'r rA W . j tVal. G y :7l n r8 X T+ iexN.o x 1 t ca 0 i\ \ a. Y�o4oSEa cn \6 K 1F� aaa� Y 't` A'�M ? d s: O �'3 °c° CL _ 5. 11�� ©.0 a rL +oz�.� ao ® T� � � fAl- -�� 1054 LL a. IkK V,a 1 `'' l Pgypos� n t1u.3 -A How XSoil Bori 9s Tests Scole: �- = SD VH ° Ii Bench Mork Note: This system is to be Constructed to meet theMinnesota Pollu!ion Con!rot A-envy Chapter 7080 & Local Ordinance • /oar. to�3.7 �XYfl�S101J A t Check all underground utilities) C�7p ---- PRCpERTY OF� C2K�, sM.._�,A�(�•v 1"�t� y9 ao �a' 0 f-oT-I,D Iv S-/P TES TING /P/C Cate /12/ PN. 6:2 -497-3566 _� ' MOUND DESIGN WORKSHEET (For Flows up to 1200 gpd) A. FLOW Estimated Sewage Flow in Gallons per Day(gpd) Estimated loo gpd Nwnber or measured x 1.5 = gpd. Bedrofoms ape I Type II Iype III Type iv 2 300 225 Iso sac 3 450 300 218 of B. SEPTIC TANK LIQUID VOLUMES 4 600 375 256 . 5 750 450 294 1 Iowa gallons 6 90 boo 330tha edamo 8 1 1200 1 675 408 C. SOILS (refer to site evaluation) 1 ' Num ," cm.QW® 1. Depth to restricting layer= �.ai1 , Sd inches B =�`edrooms Co-" ,� 2. Depth of percolation tests = 1 a- inches `"t`'' `Pu-) 3. Percolation rate 1S.0 m i 2 or las 750 1.125 p 3 or 4 1.000 1.500 4. Land slope a % 7 a s 2. 000 00 over 9 See fig.C-6 (a 1S) D. ROCK LAYER DIMENSIONS 1. Multiply flow rate by 0.83 to obtain required area of rock layer:A x 0.83 = %2o gpd x 0.83 sq. ft./gpd = 04,) sq. ft: 2. Select width of rock layer(10 feet or less) _ /D ft. 3. Length of rock layer = area?-width = Rock Bed ,Q,Li 9 sq. ft.y 0 ft. 95' ft. ..,.ti.ti.,...ti...,.ti...�.,.�.ti.ti., r•r•r•�.f•r•r•r•r r•r•r•r•r•r.f• ti•ti•♦•�•4•ti•�•ti•ti•�•ti•1•ti•ti•ti•ti•'L r•r•r•r•r•r•r•f'r f'f'f'f•f•r•f' ldth :510 ft. S•ti•ti•ti•S•t•t•ti.tK•ti•ti•tiM.K•'t•t ti fti f1 fti fti fti jti f�fti fti fti ft fti ft fti f'�fti E. ROCK VOLUME 1- Length 1. Multiply rock area by rock depth to get cubic feet of rock; !14 sq.ft. x .of ft. _ t cu. ft. 2. Divide cu.ft.by 27 cu. ft./cu. yd. to get cubic yards; ,-cu. ft. i 27=_ cu. yd. 3. Multiply cubic yards by 1.4 to get weight of rock in tons; a-), cu. yd. x 1.4 ton/cu. yd. =yQ tons. F. ADSORPTION WIDTH GL 14 q to 14 N'1 � Width Si=X Table 1. Percolation rate in top 12 inches of soil is mpi Percolation Rate C.11- a.md lylny mPPet� Soil Texture �„- 1Odbd th � i� � 2. Select allowable soil loading rate from table; Faster than 0.1 Coarse Sand 1.20 1.00 d/ft2 0.1 to 5 Sand 1.20 1.00 -��- 0.1 to 5 Fine Sand- 0.60 2.00 6 to 15 Sandy Loam 0.79 1.52 3. Calculate adsorption width ratio b dividing rock layer 16 to 30 Loam o.60 2.00 rp � y g y 31 to 45 Silt Loam 0.50 2.40 loading rate of 1.20 gpd/ft2 by allowable soil loading rate; 46 to 60 cla Loam 0.45 2.67 1.20 gpd/ftzi J 4 S gpd/ft-1= a _ Slower than 120 Clay 024 5.00 -SW Soil having 509 or more of fine or very fine sand 4. Multiply adsorption width ratio by rock layer width to get required adsorption width; .1,2 xyo_ft=aft .c l• Z33. DOWNSLOPE WIDTH 1. 1. If landslope hs-0% �more,subtract rock layer width from adsorption width to obtain minimum downslope dike toe a te.� ft- 10 ft= ' _feet 2. Calculate Minimum-mound size based on geometery: a. Determine depth of clean sand fill at upslope edge of rock layer: Separation� .feet b. Multiply rock layer width by landslope i>tet~t Celrel• to determine drop in elevation; tees R• .a Slope Difference s.D'ralea t..'c b. /o x)_%+100=3_feet S1•p:Oifi.ni,�t_ t UpS10De WIAt11 c. Add depth of clean sand for separation (2a) 12,feet Roek Bad Width at upslope edge,depth o£rock layer,(1 foot) to depth.of in feet oown•lope Width cover(1 foot)to find the mound height at the upslope edge - 1te` of rock layer, ). *;L- ft+ ift+ ift= Z.', feet d. Enter'table with landslope and upslope dike ratio. Select dike multiplier of 3 e. Multiply dike multiplier by upslope mound height to find upslope dike width: -z../? x _I_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.Z ft+ .-.a, ft= 3,y feet g. Enter table with landslope and downslope dike ratio. ;Select dike multiplier of 4.2,5- h. .3Sh. Multiply dike multiplier by downslope mound height to get downslope dike width: 0.3S x -3.u =I-'�- feet i. Compare the values of step G.1 and Step G.2h Select the greater of the two values as the downslope dike width; _ feet >: U•alOpa Wlotn',}'• :;a,:::. ;:'r 034 :: is#::::::`::;: j. Total mound width is the sum of -LL..feet upslope dike(G.2e)width plus rock .:.r....wr:.:w. layer width(D:2)plus a u•s •a W1etn a Wl•th 3: teat • downslope dike width(G.2i) 3 la, ft+_ o ft+ 17 ft= _feet .:.Y Vie•' :100-11.1.0•WI•tn ir`•• k. Total mound lengtf=is the sum of upslope dike width(G.2e)plus rock layer len D.3)plus*upslopie dike width (G.2e); r ' .° ::$>t:;:.•;.. •<':. : '::: ft+ 7S ft+)x ft= _feet V? Total Length Vownslope UPSIOPe 31 4:1 5:1 0 7:1 3:1 4:1 5:1 0 71 83 s.lope 0... 3.0 40_. _SA,_..„ i0 7.0. 3.0 40 5.0 610 7.0 8A 1 3A9 4.17 !36 6.31 7S3 2.91 3.85 4.76 SA6 654 7A1 2 319 435 S56 M 8.14 2M 3.70 454 S36 6,14 690 3 330 454 JIM 732 8.16 2.75 357 435 SAO 5.79 6:15 4 3A1 476 6.25 7.09 9.72 2.68 3.45 4.17 4.114 SM 6.06 5 3S3 SAO 467 157 10.77 2.61 333 400 4A2 5.19 S21 6 3A6 5.26 7.14 938 12M 2.54 3.231 3.M 441 493 SA1 7 3,110 556 Me 10.34 13.73 148 3.12 3.70 423 470 513 8 335 SAO 833 1134 1591 142 3.03 337 4A5 449 4 S 9 411 6.25 9A9 13.04 18.92 236 1% 345 390 430 466 10439 667 1010 15.00' 2333 231 2.86 337 335 412 4A4 it 4A• 7.14 11.11 17AS 30A3 236 17O 333 3A1 3.95 436 12 4A9 7.0 1250 21A3 4395 121 170 3.12 149 3A0 4115 F-17 PUNJT SELECTION PROCEDURE END PERFORATION OF A PERFORATED LATERAL A. Determine pump capacity. C_C_ Gravity Distribution 1. Minimum suggested is 600 gallons per hour(10 gpm/to stay ahead of - L,,,°,a c.-M O.FaiK Ia�. water use rate. '.LAr So*IA". "`"bm-.1w."'°-"'^° ,.. 2. Maximum suggested for delivery to a drop box of a home system is 2,700 °••�••.•w o.ao.�w,.n,�aa .H.c°°.... w gallons per hour(45 gpm)to prevent build-up of pressure in drop box. w ° `~ N Pressure Distibution cw°s.r UW `#.m ems..° I..N/°1 3.a. Select number of perforated laterals 3 b. Select perforation spacing= _feet =°"t-'S"P swd-° C. Subtract 2 ft from the rock layer length. -2ft. feet d. Determine the number of spaces between perforations. Length perf.spacing=1,1._ft.+ 1'_ft.=Z?spaces Required Perforation Discharge e. i spaces+1= Z-'�, perforations/lateral in 8How Per nunute(wrn) f. Multiply perforations per lateral by number of laterals to get total number of perforations. x _ .M perforations. Uted g- -4 x�(2�==gpm. 1.Oa 0.56 0.74 SELECTED PUMP CAPACITY gpm 2.Ob 0.80 1.04 B.Determine head requirements- a.Use for single family homes 1. Elevation difference between pump and point of discharge. b.Use for all other applications K_feet 2. If pumping to a pressure distribution system,five feet for pressure required at manifold if gravity tem,zero. 1 feet -3. Friction loss a. Enter friction loss table with gpm and pipe diameter. Pipe Length Read friction loss in feet per 100 feet from table. ' F.L.= 7. 6 ft/100 ft of pipe Point of Dischwr&e Tiaa� b. Determine total pipe length from pump to discharge Zation Difference point Add 25 percent to pipe length for fitting P loss,or use a fitting loss chart. Equivalent pipe length-1.25 times pipe length= / F-18b /D O x 115= J,)1 feet 1.5 inch 2.0 inch 3.0 inch c. Calculate total friction loss by multiplying gm Fricum I u PW 100 ft of pipe friction loss in ft/100 ft by equivalent ipe length. Total friction loss= ).Ce x )a +100= Z _feet 10 0.69 0.20 12 0.96 0.28 4. Total head required is the sum of elevation difference, 14 1.28 0.38 special head requirements,and total friction loss. 16 1.63 0.48 18 2.03 0.60 20 2.47 0.73 0.11 25 3.73 1.11 0.16 (1) (2) (30 30 5.23 1.55 0.23 35 7.90 2.06 0.30 40 11.07 2.64 0.39 I TOTAL HEAD 13 _feet 45 14.73 3.28 0.48 50 3.99 0.58 C Pump selection 60 4.76 60 0.62 1. A pump must be selected to deliver at least `5 gpm (Step A)with at least _Q feet of total head(Step B). M F-17 PUMP SELECTION PROCEDURE END PERFORATION OF A PERFORATED LATERAL A- Determine pump capacity: c...r.... Gravity Distribution TeoeW 1. Minimum suggested is 600 gallons per hour 00 gpiry to stay ahead of e,w.»,,»Palk(WNv water use rate. `L-W S&W neper '=.4., 2. Maximum suggested for delivery to a drop box of a home system is 2,700 M»No.CAP=qn IT""enm�eih eep gallons per hour(45 gpm)to prevent build-up of pressure in drop box. ..e,,.A»w -- -01 «e Edg. Pressure Distibution C»ee SOW L"W ee"M of L.#_1 3.a. Select number of perforated laterals 3 b. Select perforation spacing= a_feet `SO- So yw C. Subttra;t 2 ft from the rock layer length. -� -2 ft._ '1 3 feet d. Determine the number of spaces between perforations. Length perf.spacing= 'L-5L ft.-t-_ZL__ft._Zk 4_spaces Required Perforation D;sch e e. �spaces+1=�,'�,perforations/lateral in gallons Per minute(gp.,> f. Multiply perforations per lateral by number of laterals to -ase ;2 get �inch PM get total number of perforations. W.,,_, x-- Q,,_�5 perforations. (feet) g. U x '`"-&'gpM. 1.0a 0.56 0.74 SELECTED PUMP CAPACITY 4Z gpm 2.Ob 0.80 1.04 B.Determine head requirements: a.Use for single family homes 1. Elevation difference between pump and point of discharge. b.Use for all other applications _ .< feet 2. If pumping to a pressure distribution system,five feet for pressure required at manifold if gravity stem,zero. 16 feet 3. Friction loss a. Enter friction loss table with gpm and pipe diameter. Pipe Length Read friction loss in feet per 100 feet from table. Point of Discharc F.L.= 2,ie.' ft/100 ft of pipe TJoao b. Determine total pipe length from pump to discharge Elevation Difference l point Add 25 percent to pipe length for fitting pwn,p a a loss,or use a fitting loss chart. Equivalent pipe length-1.25 times pipe length= F-18b /D O x 1.25= LIZ feet c. Calculate total friction loss b multiplying1.5 inch 2.0 inch 3.0 inch Y Sent Frict�=,a.a.,aonof pipe friction loss in ft/100 ft by equivalent ipe length. Total friction loss= 2.5� x 1 L j +100=_ feet 10 0.69 0.20 12 0.96 0.28 4. Total head required is the sum of elevation difference, 14 1.28 0.38 special head requirements,and total friction loss. 16 1.63 0.48 18 2.03 0.60 20 2.47 0.73 0.11 +�_+ 25 3.73 1.11 0.16 (1) (2) (3c) 30 5.23 1.55 0.23 35 7.90 2.06 0.30 40 11.07 2.64 0.39 TOTAL HEAD _feet 43- 14.73 3.28 0.48 50 3.99 0.58 55 4.76 0.70 C. Pump selection 60 5.60 0.82 1. A pump must be selected to deliver at least �D gpm (Step A)with at least j y, feet of total head(Step B). CERT. i00627 PERCOLATION TEST DATA SHEET Percolation tc�t t adir.,� made bv S-P Testing, Inc. 0 4-19-94 starting at 8 : 34 P.Ill. Test hole location Lot12,Blk. 2,Dickey sitgriole number 1 Date hole was prepares 4-18-9 4 Depth of hole bottom 12 inches. Diameter ohole 6 f inches Soil data from test hole: Depth. inches Soil texture 0 - 8" Topsoil dark brown loam 8" - 12" Brown clay loam Method of scratching sidewall Knife Depth of gravel in bottom of hole 2 inches 4-18-94 12: OOpm 12 Date and hour of initial.cater filling . Depth of initial eater filling inches above hole bottom Method used to maintain at least 12 inches of Water devth in hole for at least 4 hours Automatic siphon Maximum water depth above hole bottom during test 6 inches Time Percolation .ime interval. I Measurement. i Drop in nater rate. Remark. minute ! inches level. inches minutes per i inch 8 : 17 prefill 6 8 : 34 9 : 04 I 2-1/8 14 . 1 30 min 9 : 49 10 : 19 2 I 15 . 0 " 10 : 23 i 10 : 53 I I 2 ! 15 . 0 " I I ! I I I i ! ! Percolation rate = 14. 7 minutes per inch. , CERT. TM00627 PERCOLATION TEST DATA SHEET S-P Testing, Inc. 4-19-94 8 : 36 d=m Percolation test readings made by un starting at p.m. Test hole locatior�ot12,B 1 k. 2,Dickey site Hole number 2 , Date hole was prepared 4—18—9 4 Depth of hole bottom 12 inches, Diameter of hole 6 inches Soil data from test hole: Depth. inches Soil texture 0 - 10" Topsoil dark brown loam 10" - 12" Brown clay loam Method of scratching sidewall Knife Depth of gravel in bottom of hole 2 inches 4-18-94 12 : OOpm 12 Date and hour of initial water fillino .Depth of initial water filling 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 test 6 inches Time I Percolation ime interval. Measurement. I Drop in water rate. Remarks minutes inches I level. inches minutes per inch 8 : 17 I prefill 6 8 : 36 9 : 06 of1 30 .0 30 min 9 : 47 10 : 17 10 : 25 10 : 55 i I i 1 Percolation rate = 30. 0 minutes per inch. CERT. tt00627 PERCOLATION TEST DATA SHEET Percolation nr.:de by S—P Testing, Inc. 4-19-94 8 : 38 a.m �� startin`ac P.111. Test hole location—Lotl2 ,Blk. 2 ,Dickey site 3 4-18-94 Hole number . Date hole as prepared Depth of'hole hottotn 12 inches. Diameter of hole 6 inches Soil data from test hole: Depth. inches Soil texture 0 — 12" Topsoil dark brown loam Method of scratching sidewall Knife Depth of gravel in bottom of hole 2 inches a 1 Date and hour of initial e4-18-94 ater tillin g . e2.OQpm 12 pth of initial%eater filling inches above hole bottom Method used to maintain at least 12 inches of water depth in hole for at least 4 hours Automatic c i phnn Maximum�%aterdepth above hole bottom during teat 6 inches Time Percolation gime interval. I 'Measurement. Drop in eater rate. Remarks minutes inches level. inches minutes per inch 8 : 17 I prefil1 i 6 8 : 38 ! 9: 08 2-1/2 12.0 30 min 9 :45 10 : 15 2-7/16 ! 12. 3 " 10 ; 27 10 : 57 i 2-7/16 I 12 . 3 " I I i � I I I i t Percolation rate = 12 . 2 minutes per inch. CERT. 1#00627 PERCOLATION TEST DATA SHEET S-P Testing, Inc. 4-19-94 8 : a.m. Percolation te,c izadinc� made b� on starting at 40 p.m. Lotl2 ,B1k. 2,Dickey site 4 "'"" 4-18-94 Test hole location . Hole number Date hole was prepared Depth of hole bottom 12 inches. Diameter of hole 6 inches Soil data from test hole: Depth. inches Soil texture 0 — 12" Topsoil dark brown loam Method of scratching sidewall Knife Depth of gravel in bottom of hole 2 inches 4-18-94 12:OOpm 12 Date and hour of initial water tilling . Depth of initial water filling 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 test 6 inches Time Percolation interval. Measurement. i Drop in water rate. Remarks minute• inches level. inches minutes per inch 8 : 17 i prefill 6 8 : 40 9 : 10 11 2-5/8 11. 4 30 min 9 : 43 10 : 13 10 : 29 10 : 59 I I I � I Percolation rate = 11. 4 minutes per inch. CERT. n00627 PERCOLATION TEST DATA SHEET PerroL,,i,,r: test readin,_�, made by G—P Testing, Tnc_ (in 4-19-94 <tatlin 1 sr R : 42 Test hole IocationLot 12 ,B 1 k. 2 , Dickey site Holt number 5 Date hole was prepared 4-18—9 4 Depth of hole bonom 12 inches. Diameter of hole 6 inches Soil data from test hole: Depth. inches Soil texture 0 — 8" Topsoil dark brown loam 8" — 12" Brown clay loam Method of scratchins sidewall KNi.fe Depth of gravel in bottom of hole 2 inches 4-18-94 12:OOpm 12 Date and hour of initial water filling . Depth of initial water filling 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_test 6 inche.- Time Percolation in,e internal. Measurement. Drop in water I rate. Remarks minutes inches level. inches minutes per I ' j inch 8 : 17 I prefill j 6 8 : 42 9 : 12 1-1/8 26. 7 30 min 9 : 41 10 : 11 10 : 31 i 11:01 j i I I Percolation rate = 2 6 ' 7 minutes per inch. CERT. #00627 ' PERCOLATION TEST DATA SHEET Percolation test readin_s made bx• S—P Testing, Inc. 4-20-94 PM-. o� starting ar 8 : 5 5 Test hole location Lotl2 ,B1k. 2 ,Dickey site 6A 4-19-94 . Hole number , Date hole was prepare Depth of hole bottom 12 inches.Diameter of hole 6 inches Soil data from test hole: Depth, inches Soil texture 0 — 12" Topsoil dark brown loam Method of scratching sidewall Knife- 2 nife2 Depth of gravel in bottom of hole inches 4-19-94 61.Oam 12 Date and hour of initial %k ater filling epih o initial waterfilling inches above hole bottom Method used to maintain at least 12 inches of water depth in hole for at least 4 hours Automatic siphon 6 Maximum%katerdepth above hole bottom during test inches Time Percolation ime interval. Measurement, i Drop in water rate. Remarks minute, inches level. inches minutes per inch 8:20 prefi11 6 8: 55 9 : 25 1-7/8 16.0 30 min 9 : 26 9: 56 j 1-3/4 17.1 " 10 : 18 i 10 : 48 I 1-3/4 j 17.1 " Percolation rate = 16 . 7 minutes per inch. CERT. 1#00627 PERCOLATION TEST DATA SHEET S—P Testing, Inc. 4-20-94 8 :53 Percolation test readin_� made by on startin_at M. Test hole location Lot12 ,Blk.2,Dickey sitNole number 5A .. Date hole was prepared 4-19-94 Depth of hole bottom 12 inches. Diameter of hole 6 inches Soil data from test hole: Depth. inches Soil texture 0 - 12" Topsoil dark brown loam Method of scratching sidewall Knife Depth of gravel in bottom of hole 2 inches 4-19-94 11:00am 12 Date and hour of initial water filling Depth of initial water filling inches above hole bottom Method used to maintain at least 1' inches of water depth in hole for at least 4 hours Automatic siphon 6 Maximum water depol abo c hole bottom during test inches Time Percolation ime ! interval. Measurement. Drop in water rate. Remarks minutes i inches level. inches minutes per I ! inch 8 : 20 prefill 6 8 : 53 9 : 23 3-1/8 9 . 6 30 min 9 : 28 9 : 58 3 10 . 0 10 : 16 10 : 46 2-7/8 I 10. 4 " I i I i � I f Percolation rate = 10 .0 minutes per inch. CERT. n00627 PERCOLATION TEST DATA SHEET Percolation iest readin,_,s madebv S—P Testing, Inc. 4-20-94 8: 47 a.M. on starting at .n,. Test holt,location Lot 12 ,Blk. 2,Dickey si.tg-iole number 2A .. Date hole was prepare] 4-19-94 Depth of hole bottom 12 inches. Diameter of hole inches Soil data from test hole: Depth. inches Soil texture 0 - 10" Topsoil dark brown loam 10" - 12" Brown clay loam Method of scratching sidewall Knife Depth of gravel in bottom of hole 2 inches 4-19-94 11: OOam 12 Date and hour of initial water filling .Depth of initial water filling 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 test 6 inches Time Percolation ime internal. 11.1easurement. Drop in water rate. Remarks I minutes inches level. inches minutes per inch 8 : 20 prefill 6 8 : 47 9 : 17 3-7/8 7. 7 30 min 9 : 35 10 : 05 ; 3-3/4 ! 8. 0 itif 10 : 10 I 10 : 40 I 3-5/8 8 . 3 " i I I Percolation rate = 8 . 0 minutes per inch. CERT. #00627 PERCOLATION TEST DATA SHEET Percolation to t-readine> m_de bv S—P Testing, Inc. 4-19-94 8:44 a.M. on starting at Lot12 ,B1k. 2,Dickey site 6 4-18-94 Test hole location , Hole number Date hole was prepared Depth of hole bottom 12 inches. Diameter of hole 6 inches Soil data from test hole: Depth. inches Soil texture 0 — 10" Topsoil dark brown loam 10"— 12" Brown sandy loam Method of scratching sidewall Kn i fp Depth of gravel in bottom of hole 2 inches 4-18-94 12:00pm12 Date and hour of initialv,ater filling ,Depth oT initial water filling inches above hole bottom Method used to maintain at least 12 inches of water depth in hole for at least 4 hours Aut- mat-i c- s i nhon Maximum water depth above hole bottom during test 6 inches Time Percolation ime interval. Measurement. i Drop in water rate, Remarks minutes inches level. inches minutes per inch 8: 17 pre fi11 6 8 : 44 9 :14 2-3/4 10. 9 30 min 9 : 39 10 : 09 2-11/16 11. 2 " 10 : 33 11: 03 ; 2-11/16 11. 2 " i I f i i i i I Percolation rate = 11. 1 minutesF er inch. ,CERT. 14T00627 PERCOLATION TEST DATA SHEET t��� Percolation S-P Testing, -20-94 8: 44 Percolationrc:�� u,_� rn::u�h.• S ing, Inc.InC. 011aartin�_at Lotl2 ,B1k.2,Dickeysite lA 4-19-94 Test hole location . Hole number Date hole was prepared Depth of hole bottom 12 inches. Diameter of hole 6 inches Soil data from test hole: Depth. inches Soil texture 0 - 12" Topsoil dark brown loam Method of scratching sidewall Knife Depth of gravel in bottom of hole 2 inches 4-19-9411:OOam 12 Date and hour of initial w iter tilling . Depth of initial %eater filling 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 test 6 inches Time i Percolation ince j interval. Measurement. i Drop in water rate. Remarks I minutes inches level. inches minutes per i inch 8 : 20 prefill 6 8 : 44 9 : 14 I 3-1/2 8. 6 30 min 9 :37 10 : 07 3-3/8 8. 9 I " 10 : 08 10 : 38 i 3-3/8 8. 9 " � I i I I I I I � I i I I i i I I Percolation rate = 8 • 8 minutes per inch. UUU2 / "'o iI.ULin( S Location or Project Lot 12, Blk. 2, Dickey Site, Orono Borings made by S-P besting, Inc . Steve Schirmers _ Date 4-18-94 Classifiction System: AASHO USDA-SCS X Unified Other Auger used (check two) : Band X or Power Flight or Bucket X Depth, Boring number 1 Depth, Boring number 2 in in feet Surface elevation 1022 . 7 feet Surface elevation 1023 . 2 J - _ - - 0 - - -- -- Topsoil dark brown loam Topsoil dark brown loam 0 - 81' 0 - 10" 1 Brown clay loam 1 Brown clay loam 2 - 8" - 2 ' 2"-MOTTLED 2' 2" 2 - 10" - 2 ' 4"-MOTTLED 2 ' 4" Rusty olive brown .clay loamRusty olive brown 3 _ 2 ' 2" - 3 ' 3 _ clay loam 214" - 314" Rusty olive brown 4 - loam 4 _ Rusty olive brown loam 5 - 31 5 ' 5 _ 3 ' 411 _ 5 ' 6 - 6 - 7 - 7 - 1 8 - 8 - I End of boring at 51 feet. End of boring at 5 ' feet. Standing water table: Standing water table: present at feet of depth, present at feet of depth, hours after boring. hours after boring. Not present in hole x Not present in hole X Mottled soil : Mottled soil : Observed at 2 ' 2" feet of depth. Observed at 214,1 feet of depth. Not present in hole Not present in hole Comments : Comments : 3 00627 l,cy:, of :soil fsuri�:y:� Location or Project Lot 12,Block 2, Dickey site, Orono Borings made by S-P Testing, Inc. Steve Schirmers _ Date 4-18-94 Classifiction System: AASHO USDA-SCS X Unified Other Auger used (check two) : Hand X or Power Flight or Bucket X Depth, Boring number 3 Depth, Boring number 4 in in feet Surface elevation 1022. 5 feet Surface elevation 1022 . 4 0 - 0 - -- -- Topsoil dark brown Topsoil dark brown loam loam 1 0 - 1 ' 0 - 1' - 1 - Brown clay loam Brown clay loam V - '1 ' 10"-MOTTLED 1' 0" 1' - 1 ' 10"-MOTTLED 1 ' 10 ' 2 - 2 - Rusty olive brown Rusty olive brown clay loam clay loam 3 - 3 - 1 ' 10" - 3 ' 4" 1110" - 314" Rusty olive brown Rusty olive gray 4 - loam 4 - silty loam 31411 - 51 3 ' 411 - 51 5 - 5 - 6 - 6 - 7 - 7 - I 8 - 8 - I End of boring at _ 5 ' feet. End of boring at 51 feet. Standing eater table: Standing water table : present at feet of depth, present at feet of depth, hours -after boring. hours after boring. Not present in hole X Not present in hole X Mottled soil : Mottled soil : Observed at 1 ' 10" feet of depth. Observed at 1110" feet of depth. Not present in hole Not present in hole Comments : Comments : 00627 l,, Location or Project Lot 12, Block 2, Dickey site Borings made by S-P Testing, Inc . Steve Schirmers Date 4-18-94 Classifiction System: AASHO USDA-SCS X Unified Other Auger used (check two) : Hand X or Power Flight or Bucket X Depth, Boring number 5 Depth, Boring number 6 in in feet Surface elevation 1024.1 feet Surface elevation 1022. 1 0 - Topsoil dark brown loam Topsoil dark brown loam 0 - 8" 0 - 10" Brown clay loam 1 - 8" - 1' 2"-MOTTLED 1' 2" 1 - Brown sandy loam Rusty olive brown 10" - 1 ' 8" 2 - clay loam Brown clay loam 2 - 1' 2" - 2-1/2 ' 1' 8"- 2-1/2 ' -MOTTLED 2-1/ 2 Rusty olive brown sandy clay 3 - 3 - 2-1/2 ' - 3 ' 2" loam Rusty olive brown loam Rusty olive brown 4 - 4 - sandy loam 5 - 2-1/2 ' - 5 ' S - 3 1 211 - 5 6 - 6 - 7 - 7 - I 8 - 8 - End of boring at C; feet. End of boring at 5 ' feet. Standing dater table : Standing water table: present at feet of depth, present at feet of depth, hours "after boring . hours after boring. Not, present in hole X Not present in hole x Mottled soil : Mottled soil : Observed at 11211 feet of depth. Observed at 2-1/2 ' feet of depth . Not present in hole Not present in hole Comments : Comments : • CERTIL•'i�:. ,'1 :: QUU4 I,c of Soil_1 I;O_rin�5 L-13 Location or Project Lot 12 , Block 2, Dickey site, Orono Borings made by S-P Testing, Inc . Steve Schirmers _ Date 4-19-94 Classifiction System: AASHO USDA-SCS X Unified Other Auger used (check two) : Hand X or Power Flight or Bucket X Depth, , Boring number 5A Depth, Boring number 6A in in feet Surface elevation feet Surface elevation Topsoil dark brown Topsoil dark brown loam loam 1 - 0 - 1 ' 1 - 0 - 1 ' 2" Brown clay loam Brown clay loam 2 _ 1 ' - - 2 ' -MOTTLED 2' 2 - 1' 2" - 1' 10"-MOTTLED VIC " Rusty olive brown Rusty olive brown clay loam clay loam 3 - 2 ' - 3411 3 - Rusty olive brown silty 314" - 3 ' 10" clay loan 1110" - 3110" 4 - 4 - Rusty olive gray Rusty olive gray silty loam silty loam 5 _ 3110" - 5 ' 5 _ 3110" - 5 ' 6 - 6 _ 7 - 7 - 1 8 - 8 - I I End of boring at 5 ' feet. End of boring at 5 ' feet. Standing water table: Standing water table: present at feet of depth, present at feet of depth, hours -after boring . hours after boring. Not present in hole X Not present in hole X Mottled soil : Mottled soil : Observed at 21 feet of depth. Observed at 1 ' 10" feet of depth. Not present in hole Not present in hole Comments : Comments : L-t U0627 Location or Project mot 12 , Block 2 , Dickey site, Orono Borings 'made by S-P Testing, Inc. Steve Schirmers Date 4-19-94 Classifiction System: AASHO USDA-SCS X ; Unified Other Auger used (check two) : Hand X or Power , Flight or Bucket X Depth,. Boring numberlA Depth, Boring number 2A in in feet Surface elevation 1023 . 0 feet Surface elevation 1024 . 0 0 - -- — — 0 - ---- -- Topsoil dark brown Topsoil dark brown loam 0 - 10" loam 1 - 0 - 1 ' Brown clay loam 1 - c?r wToam 10" - 1 ' 2"-MOTTLED 1' 2" 2 _ 1 ' *- 21 -MOTTLED 2' 2 - Rusty olive brown Rusty olive brown 3 3 clay loam clay loam - - 4 2 ' 4 ' 112" - 4 ' - 4 - Rusty olive brown Rusty olive brown silty loam silty loam 5 4 ' - 5 ' 4 ' - 5 ' - 5 - 6 - 6 - 7 - 7 - 8 8 _ End of boring at 5 ' feet. End of boring at 51 feet. Standing water table : Standing water table: present at feet of depth, present at feet of depth, hours after boring . hours after boring . Not present in hole X Not present in hole X Mottled soil : Mottled soil : Observed at 2 feet of depth. Observed at 1211 feet of depth. Not present in hole Not present in hole Comments : ' Comments : DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED _ PERMIT NO. g F COMPLETED _ G� ADDRESS s OWNER CONTR TELEPHONE NO. '7i�3 f/.SJR DESCRIPTIONS 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING ti 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS Q 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Q 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Z 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS ~ 07 DEMO—SITE EPTi@idAl 21 COMPLAINT J W 07 DEMO--FINAL 22 FOLLOW-UP Z 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 28 CEDAR SHINGLES 36 FOUNDATION REMOVAL Z OWNER/CONTRACTOR TO MEET YOU:_ NO 1� CO„ COMMENTS: — oeJ cc W a j O a o; O W CC Q f2 Z W W Cr O W WORK SATISFACTORY:PROCEED PROJECT COMPLETE cc W ❑CORRECT WORK&PROCEED " ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY 0 BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ;, PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next ins action 24 hours in advance.473-7357 Owner/Contract st Inspector. White Copy/inspector's File Canary Copy/Site Notice DATE rlmq CITY OF ORONO �t CALLED IN Ll- -2 %dU INSPECTION NOTICE 00 SCHEDULED ;Z 419 '-3 PERMIT NO. /COMPLETED D ` �� ADDRESS E X72 re) 41l � OWNER :G�Pry CONR. (Yo,)e TELEPHONE2� R/7 _13 DESCRIPTION 01 FOOTING 11 MECHANICAL RI 18 EXCAWGRADING/FILLING Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z04 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 -,_ EPTIC INSTA-lLb.. 22 FOLLOW-UP 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL Z OWNEWCONTRACTOR TO MEET Y YES_NO COMMENTS: cc W Cr. O O W W cc Q ti Z W W cc j GW/WORK SATISFACTORY:PROCEED PROJECT COMPLETE W W 11CORRECT WORK&PROCEED C ISSUE CERTIFICATE OF OCCUPANCY ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. PHOTO TAKEN INSPECTOR WILL RETURN CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance.473-7357 Owner/Contractor o it 4 ell. Inspector. White Copylinspector's File Canary Copy/Site Notice �;�CITY OF ORONO CALLED IN 9g � INSPECTION NO p SCHEDULED T PERMIT NO. U COMPLETED ADDRESS YJy OWNER CONTR. TELEPHONE NO. DESCRIPTION Ili 01 FOOTING 11 MECHANICAL RI 18 EXCAWGRADING/FILLING Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z04 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 N 22 FOLLOW-UP LU 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL v 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL OWNER/CONTRACTOR TO MEET YOU:_YFS NO COMMENTS: '` 12 cc _ Q. J O cc O LL W Cr Q Z W z W W �WORKSATISFACTORY.PROCEED ❑ PROJECTCOMPLETE W ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR n CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance.473-7357 Owner/Contractor on s' e: 04 Inspector. White Copylinspector's File Canary Copy/Site Notice DATE TIME CITY OF ORONO CALLED IN S INSPECTION NOTICE SCHEDULED 5 S' �' Al = 3e) PERMIT NO. AC S' COMPLETED ADDRESS 11 OWNER CONTR. TELEPHONE NO. 3,3s-_ ,y65,evk DESCRIPTION 01 FOOTING 11 MECHANICAL RI 18 EXCAWGRADING/FILLING Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKES HORE/WETLANDS 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL C:I 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 j 07 DEMO-FINAL 15 SEPTI NSTALL. 22 FOLLOW-UP 09 PLUMBING RI _2ff`§`EPT FINAL 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL OWNER/CONTRACTOR TO VQE7 YOU:_YEWL. NO COMMENTS: Q. J O cc O QC 07 LuW Z zLU d ❑WORK SATISFACTORY:PROCEED W /fROJECT COMPLETE Cc O CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W CZ ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY 0 BEFORE COVERING PERMANENT ❑ CORRECT UNSAFE CONDITION WITHIN HOURS. PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR CITATION ISSUED F INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance.473-7357 Owner/Contractor o Inspector. White CopylInspector's File Canary Copy/Site Notice