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Home My WebLink About1997-008909 - new septic PERMIT c. CITY OF ORONO PERMIT TYPE: 2750 Kelley Parkway- P.O. Box 66 Permit Number: SEWER !t ` Crystal Bay, Minnesota 55323 008909 (612) 473-7357 Date Issued: 04/24/97 SITE ADDRESS: 880 OLD CRYSTAL SAY RD S Tr _ —0007 DESCRIPTION: telt= - .�•i Water Permit Type NE W SEPTIC _.Y:.iTE Sewer Water Work TypP RESIDENCE REMARKS: FEE SUMMARY: • Base Fee $100. 00 _surcharge 1-F,0 Total Fee $100 . 50 CONTRACTOR: _ Applicant _.. OWNER: AE T Y EXCAVATING =y 74LAKEWOOD DEVELOPMENT 718S RUTZ:n:. Lr;t:. RD 880 3 OL: CRY:I:JAL RAY Y RD (t.1 ) 6.57-7E48 Tt E UNDERS I Gt E i HEREBY EQ E '.T '� `ERM I{S I ON '`> MAKE E , sMPR VEM fi 'S SPECIFIED t Nl AGREE M T� Ds ALL WOR I N STRICT COMPL A C . t I Tfi Ai. . CITY OF L ORONO ORDINANCES AND STATE—OF, M NNE OTA t.JILING ;CODE RE .JI R NT :.'-' J • A APPLICANT/PER, ' SIGNATURE I. ISSUED BY:SIGNATURE I CITY OF ORONO SEPTIC SYSTEM PERMU APPLICATION Box 66 (2750 Kelley Parkway) Crystal Bay, MN 55323 JOB SITE ADDRESS: S gO 0 ` � � r� s ;1- ( )6 Occupancy Type: Residential 2(-- Commercial Other • Permit Type: New or Replacement System, $100.00 _ `614 — o' 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: �/�o 9 PhoneNumber: 1/ 73 "' 2 Mailing Address: City: Zip: Contractor's Name: /r; , Di,is cte v47- h- PhoneNumber: Mailing Address:7f 8,r (rC e.c i City: /,r7,9y,P,f. Zip: 5:573ea 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 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. t 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 installing the following: A. Tanks: ? Precast Concrete Other Manufacturer Tank Capacities: 1) .mal. 2 gal. 3) i-gal. B. Pump Station (if required) 6) Pump make & model oqi 5 H, A. /! attach pump curve & literature); system design requires Sr gpm at / feet of head. High water alarm make & model . Outside electrical work to be completed by installer electrician )(— other other . Inside electrical work must be completed by electrician. C. Tre. ent System: enches: s.f. X Mound Depth of zck . ow pipe " Rock bed dimensions /0 'x fie' D .. :axes Sand bed dimensions V 'x/o$' Distributii Box Pressure Dist. Pipe Diam. ,2 "" Maniford Pipe Diam. d2. " D. Final Cover/Topsoil to be: borrowed from site X (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: - Date: y ` MPCA Certification No.: ?� 67 Staff Review: Approv 1 Denial Reviewer: / ' 2j.. ;% ------- Date: 17/-- 1-7-7 Reason for Denial: S-P TESTING, INC. Steven B. Schirmers — MPCA Cert. No. 627 951 Katydid Lane NE • St. Michael, MN 55376 • (612) 497-3566 April 24 , 1995 Melamed - Lauer Partners French Preserve Lot 3 Orono, Henn. Co. , MN This On-Site Sewage Treatment System is Designed for a Type 1, five bedroom home Designed in accordance with the Minnesota Pollution Control Agency Chapter 7080 and local ordinances . The soils on this site are a clay loam. A seasonally high water table was located at 14" to 26" , (mottled soil ) . Due to the seasonally high water table, a Pressurized Mound System will need to be installed. The bottom of the rock bed must be located at least 3 ' above the seasonally high water table. The soils at a depth of 12" have a percolation rate averaging 10 . 8 min/inch. A pumping chamber will need to be installed to lift the effluent to the treatment area. 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. 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. 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 . CONT' D Lot 3 , French Preserve Orono (2) 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 into the septic tanks. Garbage disposals are not recommended. 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 tank through the manhole by a certified pumper every year if you have 1 tank and every 2 years if you have two tanks. Steven B. Schirmers SBS/ds ICS To P o0 'RTS CoRA.)t R �o�' '1< 'I('Ic '11( ,1,< < ------ . _\ \ n Ry79 r %5 \\ . \ fl1 4" L14 'A- /?,, ----- to \ * + - K " ' +-A . , N ., \,..S ,44._;‘ 4`. \ 14114_ `..,a, 4- '\r6 1\ \ - 't -7 - .,, '4.1.b \ \. \ \ \ 4�.3 \v3:�8 + + .,K �,\ 1- 9Y(..0 \.‘ti,i9 / "7.) O� / \l‘l-ki\----NN-.. . .� a.c., V r 9tia.3 -t. PerlPos o 9y.5"3 WVn..� \,teJPoy�p 'S 3• v-%-.1.1-1T5,-Lb - I ic` o o W .I�GJ 10?aS s .-.< C LWAw -"z._ Yo H VtleoseOos-e- 14 C.-o c- �.1 ,.1-- lalZut-16 Lo 5.9.1(;. �c,l. r 1A>v4.-s ey �° j I s.Q< ii <'�y 6 Percolation Tests Scale: 1- = SO )(Soil Borings 4,y 0Bench Mork Note: This system is to be constructed to meet �oyv the Minnesota Pollution Control Agency ' \ t4- Chapter 7080 & -Local Ordinance (71 -' - 3_5 -ell P 1 P P�� 41�AVL( e-0.v14r cr-1T o1...'.5- __ Check all underground Utilities 'fit\- -- YRopos -'� - 'KNvv-I-xx-r R 0A17/4 4' 4f: I PROPERTY OF: 1.1 1.A),vS 4- i.14u - ,h rJ 1 ( r c�a1-- t_\ s 4111, /7 L_----.' • - moo`= . cTo-10 -11a . 1-1-v>�4.4. OO 'V III TESTING/N(C.. ir V , Designed By-. J iv--G.�._ L.,. --- f Date, /a`l/�� PH.6,2 -497-3566 ! 1 1 I -014'- h\ y:1SS ` ' J 1"� lo/tl.9S go�Y-R 1 -R N Ss S= �lP Am " oo oi • ie gw.... - `t 4.0 ' SET- BACKS a 3 /0' + a r7 HOUSE System must be: • Tank ltil from property lines X- SFS-<1 a Z'Pt S \- w\p"(\4 51_1‘_\_, z As-tom T 1' from wells • .3..0 from bldgs. w,�L. �s y• -buN„ Treatment area _-.7...'from lakes, ?3#feems• Treatment area from property lines NOTE:Power supply and switches must be located in a M/44-11-4 oLi%5 W, n ��" 122 'from wells weather proof enclosure outside the pumping chamber and manhole i r3acef,L� o 'from bldgs. bi to'from trees ? SOIL BORING ELEVATIONS i , H I (A) --- 01-.1-1. �jmin. ► I 1 If- lIT- THA�EL.-tL�t1.1 ' k1 1� °►4 6.o Tank ' j _ da.supply Pipe , rode `i % TH '8 EL.-qy1,3 i00 g TH"9 EL.- Tank I PRESSURE DISTRIBUTION MOUND SYSTEM Drop to Tank t �I TH"IoEL-�� Min. I"to 8' 1 Pumping TH`11 EL.-a_42.1.0 Mox.l"to 4' 4_ ��' ? -M li.Y- SN A\_.t_o csJ Chamber ELEVATION of PROPOSED PUMPING 1 4"to 6"dia.pipe CHAMBER-c144.Ot,-v,v, 7'4b" cl'3'1 SYSTEM DESIGN -MOUND • Ammon. -co•T co-F- Ss‘..o.c.1L - 015 a.o ., tout -r f L.t7 o lc- - 9 44.0 TYPE-. ., S BEDROOM , Average percolation rate -'1 13 min./inch (design.83 sq.ft treatment area per gal. of daily sewage flow) '?SO gal./day x.83sq.ft./gal. (...a. sq.ft.of treatment area +IO% =L`"P1 sq.ft. ( . IOft.width=Jr__ft.Iength of bed area+side slope run oto I x `__.&height= _ft.xl-)._ft.lawn.area needed) i i Clean rock needed- G.,`10 -sq.ft.treatment area x�depth of rock= cu.ft=27=a')cu.yds.(3/4 oto 2 I/ .'dia. ,includes 2"of rock above pipe) C-•°4‘?-- ----�1e�.� - Clean sand fill below rock needed ';.`e°';.`e° cu.yds. opprox. , sandy loam back fill a�6 cu.yds.approx., topsoil 6" CO cu.yd. RV'-• SPINA o� . a•0 i c..J , AS vo ('t,.Strz�l*�—>w1�. -Co Piot) a067c -Co -C'oQSoN`koF t,tKk ...0tsaQ _s.3.02,6-51'2---.G�Yv__-Scrtsujl Number of tanks required a. , 1st tank/a,SO gal. ,2nd tank vo 2 gal.minimums Qt..L1 s Pel m P► 4 u ' -1n'i es R— . Pumping chamber capacity- 25% of daily sewage flow of gal.=Lugol.+reserve storage of 1505.a 1/131 .2_2__gal.+pipe bock drainage- I PROPERTY OF:M>c�A1�s'o ar L--t1t) z of 1`e gal./1001in.ft.of a, dia. supply pipe, lin.ft.needed.112S____, 1 is/gal.+ manifold 1 Vgal./1001irtft of ,dia.pipe, ln.ft.needed 0 . , gal. ,-(11 s total capacity needed 9(' ' gal.(plus area for pump) U b' rni in. )aSn ga 1.cap. c.l4 J� \-0--t"3 ; Distribution pipe 122 'dia. , 1'( lin.ft., '>/3.4dia. perforations 71. "apart o -o>ao r,n-s.• t-K.+3i.s• 4o. I Pump size l�;�hp. (pumpable capacity a° gal. 4cycles/day) us�� R.. ' Hv-Ao PR�sseN 0v5Eti�w'� 3� jaw) 1n,�n. S-P TEST/NG ,a,,,:__ - Note: When constructing bed rr , this area should be shaped Note: Distance from treatment area to neighboring wells- B Designedy: -,1-,--- '63;�c to divert run-off from entering treatment area, 1_,--P "A' i-i?-- �N 1DPH. 612-497-3566 Dote .�/L /t...4_--, MOUND DESIGN WORKSHEET (For Flows up to 1200 gpd) ' A. FLOW Estimated Sewage Flow in Gallons per Day(gpd) 1 Estimated ?SD gpd Number fType or measured x 1.5 = gpd. Bedrooms �YPe 1 II Type III Type IV 2 300 225 180 60% 3 450 300 218 of B. SEPTIC TANK LIQUID VOLUMES 4 600375 256 .� 5 750 450 294 N i- )a J o 40 1-100 O gallons 6 900 525 332 'n 7 1050 600 370 ��• if 8 1200 675 408 C. SOILS (refer to site evaluation) u ss l y Number .m..srwZrk p iyw 1. Depth to restricting layer = 19 a. inches of Bedrooms . 2. Depth of percolation tests = 1 D. inches `p°m'' `pliant) 3. Percolation rate l o,$ mpi 2less 3 750rl4 1.000 1.5 0 4. Land slope y % s or 6 1.500 2.250 7 or 8 2.0003,000 over 9 See fig.C-6 (x 1.5) D. ROCK LAYER DIMENSIONS 1. Multiply flow rate by 0.83 to obtain required area of rock • layer:A x 0.83 = '' 'SO gpd x 0.83 sq. ft./gpd = Lark sq. ft.+)v`'?0=G.g1 2. Select width of rock layer (10 feet or less) = /0 ft. 3. Length of rock layer = area-width = Rock Bed tg cd LI sq. ft.÷ 10 ft. = (a ft. ati-=-a•bi..._..b_•bla b�bb��..bia_a.b_a.bb%rb %ib ."1tititiftitibli ti. rti%tivv.v.titiitiititii{itiititiitititw idth <_10 ft. . • •l•l•t•a••a••r•a••lVY•r•r•l•r•f•1 1•b•:::;:t b•b•b•b•b•b•b•b•b•b•b•b• 1_f.'r:l_f_f:f:r:f1.0:0,01....:.....t.,:d.„?., E. ROCK VOLUME I Length 1 f 1. Multiply rock area by rock depth to get cubic feet of rock; (.,u y sq. ft. x /.os ft. _')i c cu. ft. 2. Divide cu.ft.by 27 cu. ft./cu. yd. to get cubic yards; '))4' cu. ft. y 27= a') cu. yd. 3. Multiply cubic yards by 1.4 to get weight of rock in tons; 2.7 cu. yd. x 1.4 ton/cu. yd. = 3 B' tons. F. ADSORPTION WIDTH �l-A 1..0A"WI absorption Width siring Table 1. Percolation rate in top 12 inches of soil is mpi Percolation Rate Callan. Ratio a/ Minutes per inch Soil Texture a t., o?kit`m (mpi) feet ab:=1 2. Select allowable soil loading rate from table; Faster than 0.1 Coarse Sand 1.20 1.00 0.1 to 5 Sand 1.20 1.00 pis gpd/ft2 0.1 toy Fine Sand'"` 0.60 2.00 6 to 15 Sandy Loam 0.79 1.52 16 3. Calculate adsorption width ratio by dividing rock layer 31 to 30 Loam 0.60 2.00 31 to 45 Silt Loam 0.50 2.40 loading rate of 1.20 gpd/ft2 by allowable soil loading rate; 46 to 60 Clay Loam 0.45 2.67 61 t0 120 Clay 0.24 5.00 1.20 gpd/ft24- '`4•• gpd/ft2= a-(o') . Slower than 120 Clay - - -.Soil having 50%or more of fine or very fine sand. 4. Multiply adsorption width ratio by rock layer width to get required adsorption width; �_.1,') x )O ft=a(,•r) ft G. DOWNSLOPE DIKE WIDTH 1. If'landslope is 3% or more,subtract rock layer width from adsorption width to obtain minimum downslope dike toe at,7 ft- /a ft = 1 ') feet 2. Calculate Minimum mound size based on geometery: a. Determine depth of clean sand fill at upslope edge of rock layer: Separation 1. '" feet b. Multiply rock layer width by landslope ' tbot 't:over to determine drop m elevation; ' foot R e :cid Separation ht.( feet Slope Difference /p x y %+ 100 .L feet stove Difference �� et = upslope Width c. Add depth of clean sand for separation (2a) _feet p P Rock Bed Width at upslope edge,depth of rock layer (1 foot) to depth of _L feet Downslope e tate cover (1 foot) to find the mound height at the upslope edge of rock layer; l. ' ft+ Ift + lft= 3, C feet d. Enter table with landslope and upslope dike ratio. ' Select dike multiplier of 3. Li s e. Multiply dike multiplier by upslope mound height to find upslope dike width: 3.,d x 3.4{= 13 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, 'i ft+ , y -ft= .a feet g. Enter table with landslope and downslope dike ratio. Select dike multiplier of- y -, t' . to get downslope dike width: 4,Z x L4/7.. .,== a 0 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; 1_ a 0 feet1 110610 a WIOtn < j. Total mound width is the sum of 1feet upslopesloPe dike (G.2e)widthth plus rock .......... � eke a wta• cn• v til layer width (D.2)plus o undo a width..: .• . .*. . . feet . . .. uu1 seetn tset .21 1 dike width(G.2i); - downslope ( ), '>:<::»><::<> <:::»>:.::.»::;;�<:>::.:: ) 3 ft+ /o ft+ a0 ft = 1•43 feet ""'0'•''•-• DownslODe WIOtn k. Total mound length is the sum of <::::::.>:<:::.: eet , upslope dike width (G.2e)plus rock layer f length (D.3)plus upslope dike width (G.2e); .. '""' 13 ft+ v ' ft + I.A. ft = c1y. feet t �o� r r c.,/, + ? hx/- Downslope Upslope -� 3:1 4:1 5:1 61 7:1 3:1 4:1 5:1 6.1 7:1 8:1 R slope 0 3.0 4.0 5.0 6.0 7.0 3.0 4.0 5.0 6.0 7.0 8.0 1 3.0? 4.17 5.26 6.38 753 291 3.85 4.76 5.66 6.54 7.41 2 3.19 4.35 556 6.82 8.14- 2.83 3.70 4.54 536 6.14 6.90 3 3.30 454 5.88 7.32 8.86 2.75 357 4.35 5.08 5.79 6.45 4 _ ...___3.41 625 7.89 9.72 2.68 3.45 4.17 4.84 5.46 6.06 5 353 _�,.00 6.67 .857-.___. I0.77_. _._2.61- •3 4.00 4.62 5.19 5.71 6 3.66 526 7.14 9.38 12.07 2.54 3.23 3.85 4.41 4.93 541 7 390 5.56 7.69 10.34 13.73 2.48 3.12 3.70 423 4.70 5.13 8 3.95 5.88 8.33 11.54 15.91 2.42 3.03 3.57 4.05 4.49 4.88 9 4.11 6.25 9.09 13.04 18.92 236 2.94 3.45 3.90 430 465 10 429 6.67 10.0 15.00 2333 231 286 3.33 3.75 4.12 4.44 • 11 4.48 7.14 11.11 17.65 30.43 2.26 2.78 3.23 3.61 3.95 4.26 12 4.69 7.69 1250 21.43 43.75 2.21 270 3.12 3.49 390 4.08 F-17 PUMP SELECTION PROCEDURE ENO PERFORATION OF A PERFORATED LATERAL A. Determine pump capacity: ....,--Grans Gravity Distribution ' ' Too,,,, , 1. Minimum suggested is 600 gallons per hour(10 gpm)to stay ahead of _ IYGR)�f t„M.,w. ,k:o<t«._ water use rate. "rte 5aid ti,,, 'waf-y ;I, c�.d 2. Maximum suggested for delivery to a drop box of a home system is 2,700 Y; -T-■ �■a o..f.%:tK.067 =.n'.w .b N..r Too gallons per hour(45 gpm)to prevent build-up of pressure in drop box. ..,.Pl., ;_u Least 12 to •. FMfd . of Rocs Lara Perforations Located of Pressure Distibution cissa s,„„„L.rr Boman of Lateral 3.a. Select number of perforated laterals 3 / r b. Select perforation spacing= 3 feet. at..••t Solt Pr.a.ny Scarified Beare Plea.0 Sob Lam c. Subtract 2 ft.from the rock layer length. 2 ?- - ft._ (. Se feet. Reckyet lea.sgth d. Determine the number of spaces between perforations. Length perf.spacing=_(. ft.+ _ft.=3_spaces Required Perforation Discharge e. a a spaces+1="P'S perforations/lateral in gallons per minute(gpm) f. , Multiply perforations per lateral by number of laterals to Of. t/ Discharge ; Hget total number of perforations. L.L. x p„>,t�= C.* perforations. (feet) f) mth 3/4..6°`" g. Ifia x ,1=3`17 gpm. 1.Oa 0.56 0.74 SELEC I r.0 PUMP CAPACITY 37 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 5/ feet 2. If pumping to a pressure distribution system,five feet for pressure required at manifold if gravity system,zero. ..T.- 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 Discharge F.L.= '. (. ft./100 ft of pipe T9y7 b. Determine total pipe length from pump to discharge Elevation Difference point. Add 25 percent to pipe length for fitting pump g3e7 loss,or use a fitting loss chart. Equivalent pipe length-1.25 times pipe length= 105 x 1.25= 1 2 feet F-18b c. Calculate total friction loss bymultiplying1.5 inch 2.0 inch 3.0 inch Pm Friction loss per 103 ft of pipe friction loss in ft/100 ft by equivalent pipe length. Total friction loss= 1 . x a .•kp +100= 3 feet 10 0.69 0.28 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 + + 3 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 / L feet 45 14.73 3.28 0.48 50 3.99 0.58 C. Pump selection 55 4.76 0.82 1. A pump must be selected to deliver at least 3!7 gpm (Step A)with at least /L. feet of total head (Step B). L-1i CrRTI.FICATION 4 00627 Loq__ of Soil Borin_ s Location or Project Lot 34 French Preserve, Orono Boring made by S-P Testing, Inc . Steve Schirmers Date 4-13-95 Classifiction System: AASHO ; USDA-SCS X ; Unified ; Other Auger used (check two) : Hand X , or Power , Flight , or Bucket X Depth, Boring number 7 Depth, Boring number 8 in in feet Surface elevation feet Surface elevation 0 - ---- 0 - Topsoil dark brown loam Topsoil dark brown 0 - 10" loam 1 - Brown clay loam 1 - B 0 - 1 ' 2" 10" - 1-1/2 ' -MOTTLED 1-_/2 ' ciar oam1 ' 2" - 1 ' 8"-MOTTLED 1 ' 8" 2 - Rusty olive brown 2 - clay loam Rusty olive brown clay loam 3 - 3 - 1-1/2 ' - 3 ' 4" Rusty olive brown 1 ' 8" - 3 ' 10" 4 - sandy loam 4 - Rusty olive gray loam 5 - 3 ' 4"" ",- 5 ' - 5 - 3 ' 10 - 5 ' 6 - 6 - 7 - 7 - 8 - 8 - f 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 1-1/2 'feet of depth. Observed at 1 ' 8" feet of depth. Not present in hole Not present in hole Comments: Comments : L-IJ CBRTIFPCATJ01,: 4 00627 1,o __ of Soil Bar s Location or Project .1 . - - - e . .. Borings made by S-P Testing, Inc . Steve Schirmers Date 4-13-95 Classifiction System: AASHO ; USDA-SCS X ; Unified ; Other Auger used (check two) : Hand X , or Power , Flight , or Bucket X Depth , Boring numberDepth, Boring number 10 in in feet Surface elevation feet Surface elevation Topsoil dark brown loam Topsoil dark brown loam 0 - 8" 0 - 8" Brown clay loam 1 1 8" - 1 ' 4"-MOTTLED 1' 4" Brown clay loam Rusty olive brown 2 - clay loam strong 2 - 8" - 2 ' 2"-MOTTLED 2 ' 2" 1 ' 4" - 2-1/2 ' Rusty olive brown 3 - 3 - 2 , 2„ - 3 , clay loam Rusty olive brown 4 - loam 4 - Rusty olive brown clay loam 5 - 2-1/2 ' - 5 ' 5 - 3 ' 5 ' 6 - 6 - 7 - 7 - 8 - 8 - 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 : 1 4 " " Observed at feet of depth. Observed at 2 2 feet of depth. Not present in hole . Not present in hole . Comments: Comments : L-13 CI RTI.FIC1ATI C : 4 00627 I oq_; of Soil Borings Location or Project Lot 3 , French Preserve, Orono Borings made by S-P Testing, Inc . Steve Schirmers Date 4-13-95 Classifiction System: AASHO ; USDA-SCS X ; Unified ; Other Auger used (check two) : Hand X , or Power , Flight , or Bucket X Depth, Boring number 11 Depth, Boring number 12 in in feet Surface elevation feet Surface elevation 0 - -- 0 - Topsoil dark brown loam Topsoil dark brown loam 0 - 8" 0 - 6" Brown clay loam 1 - Brown clay loam 1 - 6" - 1 ' 2"-MOTTLED 1 ' 2" 8" - 1 ' 8"-MOTTLED 1 ' 8" Rusty olive brown 2 - 2 - clay loam strong Rusty olive brown clay loam strong 3 - 3 - 1 ' 2" - 3 ' 1 ' 8" - 3-1/2 ' Rusty olive brown 4 - Rusty olive brown 4 - loam loam 5 - 3-1/2 ' - 5 ' 5 - 3 ' - 5 ' 6 - 6 - 7 - 7 - 8 - 8 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 1 ' 8" feet of depth. Observed at 1 ' 2" feet of depth. Not present in hole Not present in hole Comments : Comments : CERT. #00627 PERCOLATION TEST DATA SHEET S-P Testing, Inc. 4-14-95 2 : 00 a.m. Percolation test readings made by on starting at im.' (JmN .� Test hole locationLot3 ,French Preserve , Hole number 7 , Date hole was prepared 4-13-95 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 4-13-95 4 : 00pm 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 Aut oma tic s i phon , Maximum water depth above hole bottom during test 6 inches Time Percolation :'ime interval, Measurement, Drop in water rate, Remarks minutes inches level, inches minutes per inch 1: 50 prefill 6 2: 00 2: 30 n2-3/4 10 . 9 30 min 2: 41 3: 11 n n n " 3 : 12 3: 42 " " " " II Percolation rate = 1 0 . 9 minutes per inch. CERT. #00627 k PERCOLATION TEST DATA SHEET S-P Testing, Inc . 4-14-95 2: 01 a�,` Percolation test readings made b.' on starting at ,rp.in. IdakV Test hole location Lot 3 ,French Preserve , Hole number 8 , Date hole was prepared 4-13-95 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 Depth of gravel in bottom of hole inches 4-13-95 4 : 00 m 12 Date and hour of initial water 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 An toms t-.1 c s i ph on , Maximum water depth above hole bottom during test 6 inches Time Percolation ime interval, Measurement, Drop in water rate, Remarks minutes inches level, inches minutes per inch . 1: 50 prefill 6 2: 01 2: 31 ti 3-3/4 8 .0 30 min 2: 40 3: 10 " " " " " 3 : 13 3: 43 " " " " 'I 8 0 Percolation rate = minutes per inch. CERT. #00627 • PERCOLATION TEST DATA SHEET S-P Testing, Inc. 4-14-95 2 : 02 Percolation test readings made by on_ starting at p.m. Test hole location Lot 3 , French Preserve Hole number 9 , Date hole was prepared 4-13-95 Depth of hole bottom 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 scratching sidewall Knife Depth of gravel in bottom of hole _. 2 inches 4-13-95 4 : 00pm 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 interval, Measurement, Drop in water rate. Remarks minutes inches level, inches minutes per inch 1: 50 prefill 6 2: 02 2: 32 4-3/4 6. 3 30 min 2 : 39 3 : 09 II 3 : 14 3 : 44 " " " " " Percolation rate = 6 • 3 minutes per inch. CERT. #00627 PERCOLATION TEST DATA SHEET Percolation test readings made b S—P Testing, Inc. 4-14-95 2 : 03 a'�tt' g y on starting at p.m.' Ni,,,,,, Lot 3 ,French Preserve 10 4-13-9 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 - 8" Topsoil dark brown loam 8" - 12" Brown clay loam Method of scratchine sidewall K n i f P Depth of gravel in bottom of hole 2 inches 4-13-95 4 : 00pm_ 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 interval, Measurement, Drop in water rate, Remarks minutes inches level, inches minutes per inch 1 : 50 prefill 6 2: 03 2 : 33 te1-13/16 16 . 6 30 min 2: 38 3 : 08 " II II 3 : 15 3 : 45 ' " " " " II Percolation rate = 16 . 6 minutes per inch. CERT. #0.0627 - PERCOLATION TEST DATA SHEET S-P Testing, Inc. 4-14-95 2 : 04 a.m. Percolation test readings made by on starting at ‹y.m:_) Ida/e) Test hole location—Lot3 ,French Preserve Hole number 11 , Date hole was prepared 4-13-95 Depth of hole bottom 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 scratching sidewall Knife Depth of gravel in bottom of hole 2 inches 4-13-95 4 : 00pm 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 interval, Measurement, Drop in water rate, Remarks minutes inches level, inches minutes per inch ' 1 : 50 prefill 6 2: 04 2: 34 4-3/4 6. 3 30 min 2 : 37 3 : 07 II 4-5/8 6. 5 m " 3 : 16 3 : 46 " 4-5/8 6.5 " " Percolation rate = 6. 4 minutes per inch. • CERT. #00627 PERCOLATION TEST DATA SHEET a.m. Percolation test readings made by S—P Testing, Inc. on_ 4-14-95 starting at 2 : 05 p.m. (due) Test hole location_ Lot3 ,French Preserve Hole number 12 , Date hole was prepared 4-13-95 Depth of hole bottom 12 _inches. Diameter of hole 6 inches Soil data from test hole: Depth, inches Soil texture 0 - 6" Topsoil dark brown loam 6" - 12" Brown clay loam Method of scratching sidewall Knife 2 Depth of gravel in bottom of hole inches 4-13-95 4: 00pm . 12 Date and hour of initial water filling , Depth o tnmtial 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 6 —._.__ _.... Maximum watt-.dr-nth hn„r h 'lr'hnftotr t,rnn tect - inches Time Percolation ime interval, Measurement, Drop in water rate, Remarks minutes inches level,inches minutes per inch • 1: 50 prefill 6 2: 05 2 : 35 1-13/16 16 . 6 30 min 2 : 36 3 : 06II " 3 : 17 3 : 47 " Percolation rate = 16. 6. minutes per inch. PERFORATED LOAMY SAND CAP LAYER OF GEOTEXTILE LATERALS FABRIC PERFORATED LATERAL asr:: , GRASS COVER 6 INCHES SANDY LOAM SOIL i , = ""' :•'� � ` TOPSOIL • /� Y "•- CLEAN SAND FILL .`,ems;�� ' , i' / :-i-f;4--" • MAXIMUM SLOPE--^ i/�� 71411.11111111111"�_ •, LAYER OF GEOTEXTILE • 'f a. 3 TO 1 / CLEAN ROCK a. FABRIC OR 4 tNCHES OF ' TOPSOIL 3/a to 2t�2 INCHESPLOWED OR •f. SLOF �.•' / lr yir DISKED SURFACE HAY COVER€0$Y ;7,4/ z % SUBIL11/ OR 2` ,�:``" " + �, • tri �� CROSS SECTION A- A �A PIPE FROM PUMP-� • :'•'•`• ' i/I,r. /• �;'� .',art/ ,/ .'''/ /'� �' 3 / PIPE FROM 3/9„_21/ i' �, i' /� JO• PUMPING CHAMBER CLEAN ROCK ''' /•• .7 ... '�y/•// •/1/ FOR " .� /f J SURFACE WATER W e / I ` '1•/ 6` TOPSOIL,' / ,�!'� / J __ 5 _ • �„ '1'...'-'s t- t• 1PLEARTFEORRAALTsED _-t "� _ '`'-`' . " -,, /r9'•% ,. MAR• I .: • • .-,•' ', _:....... SgNp AN a •�:,:ti' I I Z . Flt sop •z16'r `\"-&s;.,!.•,, BED AREA � •J� 2 J r �, `�� AR IERR�AYFR rw — — i z — L INCHES I t-Q#a INCHES LAYOUT OF PERFORATED PIPE LATERALS FOR _ •_ PRESSURE DISTRIBUTION IN MOUND - — 10 FEET_�_DIKE DIKE -- MAX. PERFORATED PLASTIC PIPE • .— TOTAL WIDTH `�, PERFORATIONS SPACED 36' N SpAC J I I I ' e 1 1 END ON CENTER, PERFORATION Rf Ar10 OR I PLAN VIEW SIZERMAY BE /te: 'h- � PE �^ VIEW OR tie � eMANIFOLD � END PERFORATION OF A PERFORATED LATERAL _.,-..--'"="---.--- ........f....„...... PIPE JGross Cora PERFORATIONS ON BOTTOM OF f� PLASTIC PIPE �/- s• Topeoll _�\- c_ _a La or of Geoa■1110 FabrIc *arfom• ��- _ • Lanny Sand Lcyer NeA-la -L .-sr-Nro.n co,r,d _� IOFTEPE LOPUMPION wit OF PIPE FROM PUMP) 1 • MITT. .1.....11 into lor•.p Near Horizontally �� Nto C•p Noor Top END CAP QO., /� ./4 Plus '--Al Lost IY to Edge £RAL > pmts FINd Rock. .7:•:": of Rock Layer //i// AT D La, Perforations located of FORA E 2.PIPE FROM Cbon Sand Layer Bosom of Lateral �% N • Of PER PUMPING CHAMBER _. • `� ..- ----v� \ /LENG1 'L Original fore l Soil SandrlLaScorlt,ad • F-8 REDWOOD, CEDAR OR WATER TIGHT B LOCKABLE ELECTRIC BOX-- .,, TREATED POST (4 x 4 min) PLUGS OR ELECTRIC CONNECTIONS- ---- ',.....----ALL ELECTRIC CONNECTIONS MADE i INSIDE BOX 2" PVC CONDUIT SCHEDULE 80 MANHOLE COVER CHAINED 9 LOCKED 6•SPAAC— SETTLEMENT E LOOP OF POWER CORD FOR SEALED MANHOLE RINGS- • FINAL GRADAV- ‘ ^�' \�\♦ AT LEAST 12� 1 BELOW GRADE UNION �� -••• _ WIRE FROM POWER SUPPLY • - —�1 PIPEMIS LAID ON A UNIFORM SLOPE FROM FU PROPER OUPINBACK IL TREATMENT AREA SEALED TANK COVER- . /! s-IF PIPE AT TANK MUST BE LOWER THAN UNIONTO GET ELEVATION FOR DRAINBACK, INCH ROPE OR CHAIN ,1 A 1/4 WEEP HOLE MUST BE USED WITH ANCHOR--�� f — WEEP HOLE ALARM FLOAT ON SEPARATE 1 ELECTRICAL CIRCUIT-- NOTES: ELECTRICAL WIRE FROM POWER SUPPLY . START LEVEL Q__ _ .0 _SII._— MUST NOT RUN OVER ANY TANKS BUT MUST BE LAID BESIDE OTHER TANKS 3"- `. :1 AND MUST BE PLACED IN CONDUIT ALONG POST SHUT-OFF LEVEh5_ , _ ELECTRICAL CORDS FROM PUMP AND FLOATS MUST BE RUN THROUGH CONDUIT.L WIRES CANNOT HAVE GROUND PUMP CONTROL FLOAT- -/ Y1 CONTACT. --- 000) Figure F-8 MOVETALER C V- -1: CID' 4-411111iL. , - ,i'• .3, 11ii r I >" +, i. 1 1 1 1 CONCRETE - - ' 4e' MANHOLE �+�------ RING ' a METHODS OF SECURING MANHOLE COVER TO PREVENT UNAUTHORIZED ENTRY Figure C-14 i VERTICAL SIDEWALL SEPTIC TANK --FINISHED GRADE LEAST 6"TO 12" SOIL AT LEAST 4" DIA. 1 COVER 4" DIA. - . MIN AT LEAST I" AT LEAST I" --- A DIMENSIONS FOR TANKS WITH VERTICAL._SIDES A • WIDTH W 24" MINIMUM -._. LENGTH, L 2 TO 3_ TIMES THE _WIDTH B DIAMETER ,6O" MINIMUM _ _—_— y 1 DEI'TH 0 30" MINIMUM; 78" MAXIMUM _-- C A 0.2 0 AT LEAST __ 8 6" MINIMUM; 0.2 0 MAXIMUM -� 6" -' - — - -AT LEAST 4 FEET - -- .-.- NOH FS • 1 SNAIL NAY IELS Al 1r AST A WCIILS IN p1AUF Ira 4 IWHK1I E CTVEISS SIIAt.N..LOCAIEO WN11N Il WC1IES. ? 141(11F.S1 1A1 1 UE LWT:On 1/01lf MNYIO1C5.?rlfAS' K 11E MA/KKXE IS VNTINN SIKNC1ES OF II ICsoar ACE 'NALLA KN1 ANl1lfK.AlFn W1111Y161 LEI CS ALL TANK 6 ,S,fl`AM II ION UMIACCESS • I MICE 0f 1WEEN ENO Of INLET err AM) S SN'N 3_ AN'NSPCC err or AI lEAS14WC11C9 fNAMfa E11 HE WEST pO1110N pAf at fi lALl OE Hp1ESS 11AANi1NC11E Off AbNNITOLE 51151.1 RE LOCAIEO(NET1DOM LIE NII ET C41NOIRJI*MAN 12 INCHES. 5111)OUILE I ULVKIS 151E CEM EA LING Or lir*WWI OH s 70R 1K)10LONIAl.CYLNf1f1CN 1ANKS OIMCt1f.1UN A IS 0.160 A 1'118.5 won lX 1110 4N,f•AS 111E UN Il f11 WF or INE AND MIs NSICr1 C IS 0]SEI. ON f It U•L WIGS Oa SNNINW 11E5 A 1111110INSIICIKW Pit t MIPS1 HY LOCAILuII IVA-rN Till MEI AN1111111 FT [IN IIFS. PENCIL ��"' 7-PENCIL MARKS H .•t1ill: 6 r 7 CIVIIM111,1111111111P 20 iv ‘', 13 MANN E Y _ Ir il INLET . ' =4"'',1--=4"'',1-- SCUM v ,• �• "i 1,1 _ • OUTLET 4 ' • . I f • �'r''%OUTLET LEVEL : •is/ l 71 Y _ ._- SCUM CLEAR SPACE — '_-- , - y CLEAN OUT TANK WHEN. 'k1 IS 3' OR LESS OR i - j - _ ,_ a_ 1:�1.B B•IS 12'OR LESS • - y •:.0. 4�_BLACK COLOR Y' ••!'�'-•••.••••.:.• •• SLUDGE :,• ';+ ;tV DISTINGUISHES SLUDGE •r•A.....• LAYER FROM LIOUID ,r: y �. a•.•L!:: •Z*y MEASURE SCUM AND SLUDGE ACCUMULATIONS IN THE SEPTIC TANK - DATE, TIME / CITY OF ORONO CALLED IN oS 4- 7 cj INSPECTION NOTICE nSCHEDULED –g 1 77a :472) PERMIT NO. 4596 9 COOMPLE D ADDRESS —2 go (0)1 d�/�" ) . OWN CONT TELEPHONE NO. /g (J/ DESCRIPTION 14, 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING Lt') 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS O 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL • 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION = 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS 07 DEMO—SITE 27 SEPTIC MAINT. 21 COMPLAINT W 07 DEMO—FINAL SEPTIC INSTALL. 22 FOLLOW-UP = 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL 10 PLUMBING FINAL 28 CEDAR SHINGLES 36 FOUNDATION REMOVAL ' OWNER/CONTRACTOR T• M •U: N• COMMENTS: ii '1!i�' «� cc .V2ererffC O CCW • cCW W CC 2/WORK SATISFACTORY:PROCEED PROJECT COMPLETE W 2/WORK CORRECT WORK&PROCEED LI. ISSUE CERTIFICATE OF OCCUPANCY C CORRECT WORK,CALL FOR REINSPECTION TEMPORARY OU BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. C 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.473-7357 Owner/Contractor •1' *:(-• r Inspector. /%�l.. White Copyllnspector's File Canary Copy/Site Notice DATE TIME CITY OF ORONO CALLED IN / INSPECTION NOTICE SCHEDULED PERMIT NO. ''_U? OMPLETED ADDRESS Gyt/za7, OWNER NTR. EA/CA TELEPHONE NO. DESCRIPTION 14, 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING ti 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS p 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL • 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION = 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS I` 07 DEMO—SITE 27 SEPTIC 21 COMPLAINT W 07 DEMO—FINAL <11-SEPTIC INSTALL 22 FOLLOW-UP = 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 28 CEDAR SHINGLES 36 FOUNDATION REMOVAL OWNER/CONTRACTOR TO MEET v96 _NO COMMENTS: _.. ,S)/ /��i�,/ x /3 " v a_ 49). —/de xf?c..5 over cc 0 cc 0 LL. CC Q W W cC /WORK SATISFACTORY:PROCEED PROJECT COMPLETE W CC L CORRECT WORK&PROCEED 7 ISSUE CERTIFICATE OF OCCUPANCY W O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY OU BEFORE COVERING PERMANENT O CORRECT UNSAFE CONDITION WITHIN HOURS. PHOTO TAKEN INSPECTOR WILL RETURN CITATION ISSUED 0 STOP ORDER POSTED.CALL INSPECTOR 0 INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance.473-7357 Owner/Contract;X ,it.it=� / Inspector. .//mo rAv ff. White Copyllnspector's File Canary Copy/Site Notice DATES TIME CITY OF ORONO CALLED IN 5--/' 91 INSPECTION NOTICE SCHEDULED —/ " "ID PERMIT NO. 410 9' COMPLETED /1 7f? ADDRESS �5 DiDNrAel– ��C[y /e/ S OWNER ,XeC#4:2.' L - CONTR. �/1a TELEPHONE NO. €9CO c •--- O$ / DESCRIPTION /0 Ci2 L 4. 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FIWNG ct /W 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHOREETLANDS 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 27 SEP AINT. 21 COMPLAINT J W 07 DEMO—FINAL 5 SEPTIC INST . 22 FOLLOW-UP = 09 PLUMBING RI 23 SEPTI AL 35 HARD COVER REMOVAL 10 PLUMBING FINAL 28 CEDAR SHINGLES 36 FsUNDATION REMOVAL Z OWNER/CONTRACTOR TO EET YOU:_YES_NO 1 • COMMENTS: lf.X r / � � Ac-4, / Lu PI'D- ../x::-.7 '?,,e,r-1,..s n. cc o — 4-rk/Or AV.C1Y er? o cc P601 t)O 14.W CC Q W Z W CC s d WORK SATISFACTORY PROCEED W -: PROJECT COMPLETE CC CORRECT WORK&PROCEED ISSUE CERTIFICATE OF OCCUPANCY W O El CORRECT WORK,CALL FOR REINSPECTION TEMPORARY O0 BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR CITATION ISSUED U INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance.473-7357 Owner/Contract./• _ Inspector. /../ ;ri ir White Copy/Inspector's File Canary Copy/Site Notice DATE TIME CITY OF ORONO CALLED IN INSPECTION NOT SCHEDULED 7-/$I 3/ PERMIT NO. �_IL.AI COMPLET D I's / ADDRESS . e �I A via Z. ;I.- S, OWNER CONTR. /V 9G. TELEPHONE NO. DESCRIPTION IQ 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FIWNG Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS tz 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 W 07 DEMO—FINAL 1PTI L 22 FOLLOW-UP = 09 PLUMBING RI 5 SE35 HARD COVER REMOVAL v 10 PLUMBING FINAL 28 CEDAR SHINGLES 36 FOUNDATION REMOVAL Z OWNER/CONTRACTOR TO M YOU: YES NO • COMMENTS: — w Ah IQ cc ' , ' , ,J-Jawr.),, j off/' �j 4.ii �� a CC al . _ .:� — Uo- i2i c— 7 A ' ch, 619, ."r W CC Q W Z W CC • C WORK SATISFACTORY:PROCEED PROJECT COMPLETE CC W C CORRECT WORK&PROCEED ISSUE CERTIFICATE OF OCCUPANCY O C CORRECT WORK,CALL FOR REINSPECTION TEMPORARY 0 BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. PHOTO TAKEN INSPECTOR WILL RETURN 0 STOP ORDER POSTED.CALL INSPECTOR CITATION ISSUED G INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance.473-7357 Owner/Contractor • -• i Inspector. ../ White Copy/Inspector's File Canary Copy/Site Notice