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HomeMy WebLinkAbout1996-008472 - new septic PERMIT Cry OF ORONO PERMIT TYPE: 2750 Kelley Parkway- P.O. Box 66 SEWER b WATER Crystal Bay, Minnesota 55323 Permit Number: i yt 847 (612)473-7357 Date Issued: SITE ADDRESS: 1521 y TANGLEWi jOD RD CH P. i . N. i 26-118-23-32-0010 DESCRIPTION: NEW SEPTIC: SYSTEM Sewer 6 Water Permit. Type NEW 'SEPTIC '=YSTE Sewer A Water Work: Type RESIDENCE REMARKS: FEE SUMMARY: Ease Fee $100 .00 Surcharge -----_ -1-iia Total Fee $100. SO CONTRACTOR: - Applicant - OWNER: PETERSON ELMER J CO 54718151 THOMPSON ROBY 5921 DAGUE AVE SE 1520 TANGLEWI DOD RD DELAN.i MN 55328 ORONO MN 55356 (612) 471-8151 THE UNDERS,I Gia HERESY REQUESTS 'E t I SS i Oil ' Mme' TSE E SPECIFIED AND AGREES T �, DRK I N.STR:T CT Com.14 CE ORONO ORDINANCES ANL? STAT' � 1�14E LDING. 1. ; APPLICA iPERMITEE SIGNATURE ISSUED BY:SIGNATURE ,iC/f CITY OF ORONO SEPTIC SYSTEM PERMIT APPLICATION Box 66 (2750 Kelley Parkway) Crystal Bay, MlN 55323 JOB SITE ADDRESS: /5 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: PhoneNumber: Mailing Address: City: Zip: Contractor's Name: PhoneNumber: 2> ._ /s/ Mailing Address:� City: 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 4hour notice is required for all inspections. NOTE: Applicant must initial all spaces. Fill in all appropriate blanks, check all appropriate boxes. 1. I have received a copy of the system design including the City of Orono Septic System Approval Cover Sheet. 2. I will be installing the following: A. Tanks: / Precast Concrete _ Other Manufacturer Tank Capacities: 1) f� gal. 2) gal. 3) gal B. Pump Station (if required) Pump make & model Z�-u�a�2 (attach pump curve literature); system design requires gpm at ,/ feet of head High water alarm make & model ��„�-�, Outsid electrical work to be completed by installer electrician other Inside electrical work mus be completed b electrician. C. Treatment System: Trenches: s.f. Mound Depth of rock below pipe " Rock bed dimensions /0 'x�' Drop Boxes Sand bed dimensions _'x�' Distribution Box Pressure Dist. Pipe Diam. Maniford Pipe Diam. 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 installati permit, agrees to do all work in strict accordance with the ordinances of the City and e regulations of the State of Minnesota, and certifies that all statements made on this applicati n are complete, true and correct. SignatureofApplicant: Date: MPCA CertificationNo.. v2 7 Staff Review: Appro al D nial Reviewer: �J Date: Reason for Denial: O � CITY OF ORONO SEPTIC SYSTEM APPROVAL CITY of ORONO Municipal Offices Post Office Box 66 Crystal Bay,Minnesota 55323-0066 �kESHog' LOCATION: 1520 Tanglewood Rd. OWNER: Roby Thompson GENERAL CONTRACTOR: SEPTIC CONTRACTOR: SITE EVALUATOW.Och ' s soil Testing REPORT DATE: August 15, 1996 The City of Orono has Approved your on-site system design as of August 19, 1996 (approved-disapproved) (date) with the following continents: The system design is approved as an"alternative" system due to filled soils over portions of the drainfield. This fill must be removed and the original soil roughed up carefully to assure all compaction "if any" is removed. Also, the drainfield will be allowed 15 ' from the man made pond. The pond elevation is limited by an overflow THIS IS NOT A PERMIT. This is a design approval form which must accompany the site plan. A permit must to be issued to a licensed septic contractor prior to installation. A list of currently licensed septic contractors is pre— enclosed. vent backup near the system 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 0,RQN0 By JOV,4, Stephen kman, On-site Systems Manager TELEPHONE-473-7357• FAX-473-0510 • ; Kooh's Soil Testing P.O. Box 81 Loretto, MN 55357 Tel: 16121479-2637 i2oby _.hompson 1520 "angelwood Lei-. Orono, "Finn. .-ob Site; Above Address The present di-ainfield is bleeding ovt onto the surface thei'efoi'e -mother* site was tested to determine what type of di'ainfield could be irlst=alecj - nd still comply with the local and the r inn. .iules 70x30. In Jure of 199( percolation teste and soil borings was done on the only avi-it?.'-Te site and the avei•age percolation rate was 2( . 2 min/Ir. and the. depth to mottled soil was at 12 inches. his site was agred on =after' a discussior with the i;r'ono inspector, ?iu!cman) and myself ( riobei't ':och ) in the f, 11 of 199;. ,1 design was done on 6/30/96 using the above design f-actors they design vis b-used on a 12 .' slope factor. See the report dated 6/3o/96 for, the d et:j.i is . meeting owevpi- -iftei• fia.PP4119 with r"i•. r3teve :•;Ickman. Orono Insi�ector ) , it 4-.).s dctnr'mine that the slope of the ground w-is :'ICtllrllly fl si>lit slOpE! fact(-,']' . The top slope wqs 18 and slope from the i•oc;c bed to the toe of the proposed mound system was actually 10 "'herefore the design of the propose mound system• wot,'d change when using these The size of mound systemneeded foi' 1 3 bedToorr horse ( basedon 450 daily wate.T use. -u e and a pei'c . i-ate of 26.2 rain/inn. the sizing f zctoi s ) •;u 1d be the following size; ,7jei'a1.1:31ze---2560 sq. ft. Tt�slor)e Length--57 ft. Downslope Length--71 ft. ;iidth- 40 ft. -ock fed Size--4.10 sq. ft. Length--1x-1 ft. oi'idth--10 ft. lmount of materials needed ; 24.0 yds , , 340 tons .Ave. Teptlh--2, 5 ft. oc'c--16 yds . 23 tons --1 . 0 ft. 3andy Loan----49 .yds. „ "----1 . 0 ft . �0',)soj 1----RO yds . " --6-9 inches . he ,above a.mour.t:- cpuld vary by plias oi• minu.3 1_0;`,.f. 71iis r7 oiznd riust be pi'essui•ized thei,ea oi•e a pur p t---,: Size of pump tar!' --1000 gallon ' Size of pump --30 g. p,m. ( must cbei'come it 1_ ast 13 ft. he ,c, pj-ec�,3 . 1 uTrpinc, rate--130 gal/cycle ( 4 cycles /day ) In al u,m system mist be instri.11ed .in the house .to indic +.te ptiml-) f.,�Lilui•e , this must be both a sound and a light alai•rr system.. here is *oo existing tanics (I-1000 galoon septic t,,inks ) these tants c,tir_ be '. if' they are water, tight and the baffles should be checked to rn;�.tce sure that they ai-e in good shape. his should be down at time of corsti'uction ')y the contractor and the Ciyy In.spectoi•. ?f these tante: ai•e not on good shape then two 1000 ;Tallon sealed tr ntcs v ill. 1-ive to be installed . Note 1-1000 gallon septic tank will have �to be installed. Robert Koch MPCA Certified Koch's Soil Testing P.O. Box 81 Loretto, MN 55357 <;oby ;hompson 1el;ort Conti ; ' Tel: (612)479-2637 downslope ote the gewslepe width is only 22 ft. compared to 42 ft . that was pi,eviousl,y -epor-ted in the 6/30/96 i-epor,t . -Ine reason fol, this downsizing e is that the 3; 1 slope is used f,)a r.-,Alculutin:s instead of the 4; 1 slope that was pl,eviouly used . �n 1-eality the downslope 1s 4. 29; 1 , however this 22 ft . is well over• the reluire absorption witd.th •)f 20 ft. 11 NotE '"he required abosor•ption width is 20 ft . this includes—the. 1•oct; beoi —1idth of 10 ft. 51nd 10 ft. of downslope width. vher, in 1*eality we h.uve '2 ft . of absorption width this includes 10 ft . of 1•=t bed and 22 ft , of J lownslope width. 'his elan was su •gested by T r. Steve .vicisrsan to use the 3 ; 1 slope rate to the 4; j slope ratio. Site : valuator Iobert A. "och 193 - r �� � A- � C►���'tc N�� 1 ` S rnplIR � e Q S (AN) Q Robert Koch MPCA Certified u� � �5��,4tiyE/, Lc>Dcl� �3 �E TA t til \ --- i r f 1J01� fell" ` s )ooo aQ �' -� = .Z'S lob, 1� Ic'oo IN t,G c v ; I 'A I DIM Af fii\`)v DAB 64t �#+l1TTEM I! APPROVED WITH CORRE+DWNS ASpeltaff NOT «., NOT APPROVED — CORRECT & RESUBMI I hese com,- nes are for your information. AN-wgrk shery �* Com/ 1 _�raarr�r�s nt lull :terns r)at sfwcftatty noted m "s 10 Sotb9CKgt 1 Tank ot from property line S-0 from veU. 7� _ from,buildings zo i 2 Treatment Arent Ix lYom lokoe xfx-om streams from nolle 75 from propnrty linos rrom bull LI nga ZO from troos MOUND DESIGN WORKSHEET Is , ij 0 f (For Flows up to 1200 gpd) � ' A. FLOW Eshmatcd Scwagc Flows in Gallons per day Estimated 4 50 gpd �3309"O--� (gpd' . umoer of { Type I 'type 11 type� Type or measured x 1.5 = gpd. Bim,I I„ B. SEPTIC TANK LIQUID VOLUMES u 180 700 218 600 773 236 Z 00 o gallons 3 730 430 2% 0 6 900 523 772 1r.t. 7 1030 600 370 lot 8 1200 673 408 �..,.. C. SOILS (refer to site evaluation) 1. Depth to restricting layer= 1 inches 5"m T"`Qpw,"m 2 Depth of percolation tests = ""'°°"°` "'"""""''L"''"°.Y..h l� inches tt.a�.,. Co" e...., .., 3. Percolation rate -Z mpi °y t_-v 4. Land slope 10 .0 % �•.+ D. ROCK LAYER DIMENSIONS 1. Multiply flow rate by 0.83 to obtain required area of rock layer: A x 0.83 = �� � IG � _ � Io�rtZ X15 c) gpd x 0.83 sq. ft./gpd = 5J sq. ft. ` 2. Select width of rock layer (10 feet or less) = 10 ft. 3. Length of rock layer = area+width = Rock Bed Wto sq. ft. + I o ft. I ft. ,.,.,.�.,..........,.;.,.,.,.,.,.,.•. ,:�:.r.f••�r•f•f•� f•f•f•r•r•f•f• idth :510 ft ,.•..,.•.•,•,•,.,•,.ti.,lulu.,., 1.1•f•I•t•1•f•I•t t•I•t•t•t••••I• ,I•I•I•�•t•�•!•I•I I•I.1•r•I•I•I• ,. •,•,lulu.,•,lulu•,•,.,.,•,.,•♦ E. ROCK VOLUME �- Length -( 1. Multiply rock area by rock depth to get cubic feet of rock; I O sq. ft. x L_ft. _q10..cu. ft. 2. Divide cu. ft. by 27 cu. ft./cu. yd. to get cubic yards; 4 t cu. ft. + 27-16 cu. yd. 3. Multiply cubic yards by 1.4 to get weight of rock in tons; I(o cu. yd. x 1.4 ton/cu. yd. _ tons.* l a?o F. ADSORPTION WIDTH Absorption Width Sizing Table 1. Percolation rate in to 12 inches of soil is�•d m i in Miction R tally p Roof_' 1 r� p in Minute per Soil Tei�,re per day per Absorption.�atn V j/ 110-3t Mr P f C4'�dQ-N�' � c�AC7 Inch(MP!) agturc foot to RW Width Layer 2. Select allowable soil loading rate from table; faster than o.1• coarse Saw -. --- o.ttos Sand1.60 1.00 r gpd/ftiz o.1 to s•• Fine Sand•• 0.60 zoo s°0�r 311045 Sill Loam 0.50 2.40 3. Calculate adsorption width ratio by dividing rock layer 46 to 60 clay Loam o.43 2.67 loading rate of 1.20 gpd/ft2 by allowable soil loading rate; Slo crtha�n Clay o.24 s_oo 1.20 gpd/ftz+�(s.,0 gpd/ft'= 2 r cid 120••• • Soil too coarse for insw1mion of a standard system. See 7080.0170 Subp 2.0.3.ppage 26. 4. Multiply adsorption width ratio by rock layer width to get •• Soil having 30%or more of fine sand plus very fine sand. I required adsorption width; Soil too heavy for insudladon of a •••standard system. �.Old x 10 ft = ft See 7oao.o2lo subp s.A.page]]. 440 G. OCWNSLOPE DIKE WIDTH t" ' 1. If landslope is 3 0 or more, subtract roc: lays~ width from Al V' adsorption tn,•idth to obtain minimum downslope dingy: toe Y y Q'g ft -_!SZ ft - I () feet 2. Cal,:ulate minin= mound size based on geometery: .i. Dl�termine depth of clean sand fill at upslope edl;l2 of rock 1.-,ver: Separation : 3 ft- _j-_ = _Z feet IJI . .1c.�d de„ • l l ! Coer / ►l oclean� f sand for se�„sraEon (te2 a) foot ver r 1 �'/ ► :Mr,. I cot at upslope edge, depth of rock layer (1 foot) to depth of cover (1 foot) to find the � 5coarat!on 'L feet mound height at the upslope edge of rock {- == 5 °w`clrr�rel,ce 12'T41!J •''Ni(;;h I�•� -_ ft + lit + 1ft -_-�t feet c. Enter table with landslope and upslope dike ratioPy�o� Select dike multiplier of 2- SQ d. Nfultiply dike multiplier by upslope :Hound height "� b'a to find upslope dike width: _ x 2 = R1 feet e. :Multiply rock layer width by landslopto determine drop in elevation; Slope Difference 1O _ x /d "0 + 100 = / ' feet f. Aad depth of clean sand for slope difference (2e) at downslope edge, to the mound height at the upslope edge of rock layer (2b) to find the downslope height; �_ ft + /_ ft = Meet s;. Enter table with landslope and downslope dike ratio. Select dike multiplier of_ z h. Multiply dike multiplier by downslope mound height (2f) to get downslope dike width:4,22 x 5 = gEjeet ::7 as i. Compare the values of step G.1 and Step G.2h Select the greater of the two values as the downslope dike cvidth; Z 7- feet j. Total mound width is the sum of lan. upslope dike (G.2e) width plus rock F t - laver width (D.2) plus 146ry` R«K aea'Nlatn downslope dike width(G.2i); trisl00 (jtr nee' reef ft + !a ft + 'ZZ G ft = I feet ! k. Total mound length is the sum of f upslope dike width (G.2e) plus rock layer rret i I� length (D.3) lus upslope dike width (G.2e); � � �• 8 ft + ft + 'S ft = 6"7 feeti�� Y1 ,wn�upa pope J 3.1 4.1 5:1 6.1 7.1 3:1 6:1 5:1 k t 7:1 0:1 % +mow 0 J.0 6.0 5.0 6.0 7.0 7.0 6.0 5.0 6.0 70 6.0 1 )M 4.17 Srs 638 75.3 1-91 3&S 7.11 I 3.19 115 5�6 6.62 6.16 267 370 l.;l $36 6.11 - 6.00 133 4.56 5.35 732 6.66 2 75 MI 4.35 SIM S-77 6A5 6 3.11 4.1-6 6.Z5 7.69 1.7: "A 3.15 L17 6.56 1.4& 6 r 5 1=3 5.00 667857 10.77 261 333 4M 162 S.17 S: 6 3.td S.:6 7.11 135 127 :S6 313 1.35 1.11 173 SAI 7 390 556 7.60 1031 13.71 L/s 3.12 ).%O k-114.:J SA 1.95 S." 313 11-1-1 1591 Ll2 3�7 357 10'1- 1.19 4M9 6:.5 9.Q7 1).06 15.92 236 :.7t ).4.5 3.90 LSO /dS t0 1� &.7 100 15.00 ]33 LSl L96 7.A 1.:; u2 111 R1.1J 7.11 I t.l t INS 30.43 '._:b L;6 313 ).61 3.95 1:.5 12 / 7.W I2S0 21.0 0.7S :.Zl �:0 ),IS 3./D 3 A 4A3 PRESSURE DISTRIBUTION SYSTEM ENO PERFORATION OF A PERFORATED LATERAL_ firer Co. I. Select number of perforated laterals —3 Too"M Lay s►at Geeteenle Fearre(or rev •,..Leo"SOW Leger =ienr of her War"oo.ered 2. Select perforation spacing a .3 feet. r P Iferetlee 00111e41 Meruelttelly late Gap fiver Too 3. Since perforations should not be placed closer than 1 ft. to P"l " Rea aveLocto 121 r�°'. rale Fl.Id n« ._ of Race Laver the edge of the rock layer(see diagram), subtract 2 ft from Perfe►erlene'Looared of Gteae Saw LayerBertere of Leieral the rock layer length. Or1allo1 Sell PreoeAy Scerlrlee / -2 ft. feet. Before Plods° Seoul Layer Rode layer length TABLE OF PERFORATION DISCHARGES IN CPM 4. Determine the number of spaces between perforations. Head Per-'Oration liar e:er(inches) Divide the length above by perforation spacing and round '/a r�r down to nearest whole number. • 1.Oa S6 0.7 1.5 0.69 0.90 Length perf. spacing —35 ft.+ 3 ft 13 spaces 2.ob OM IAA 2-5 039(3) (2) 0 0.98 128 5. Number of perforations is equal to one plus the number of s.o 1.13 147 perforation spaces . 63 aL:se 1.0 foot of head for residential systems. ,L / bUse 2.0 feet of head for other establisharents 13 spaces + 1 =�perforations lateral M•o��JMM•r��1 r�efe10� PW%..W 6. Multiply perforations per lateral b number of laterals to ch 1- in PYP P Y �•, � I � ��h 1s�1cn 2.0 i,c:, get total number of perforations. 2.5 14 s 28 1326 12 166 25 uta, x ,/,��_ perforations. 4.0 11 15 23 5.0 10 14 22 7. Determine required flow rate by multiplying number of perforations by flow per perforation a d.7 oi _ gPm• rwro 1.0"10 •r oo a ret7ssR mn11a1rnoe rrsrlr P� gpm/peef 8. If laterals are connected to header pipe as shown on upper example, to select minimum required lateral diameter; enter table with perforation spacing and number of perforations per lateral. Select minimum diameter for perforated lateral = inches. urevr 0/q./ryr•IrJ♦r.f ur[I41 1s `n(J ML•Il P.r.rlrq.A.Ar.e 9. If perforated lateral system is attached to manifold pipe near --,-- the center,lower diagram,perforated lateral length and number of perforations per lateral will be approximately one half of that in step 8. Using these values,select minimum diameter for perforated lateral = �/z inches. Detormine pump capadipr I. Minimum suggested Is 600 gallons per hour(10 gpm)to stay ahead of water use rate. 2. Maximum suggested for delivery to a drop box of a home system is 2.700 gallons per hour(43 gpm)to prevent build-up of p esstrre in drop box. 3. Use value from design of pRsture distribution iystem. SELECTED FVMF CAFACiTY &Q _aPat � t.eh�dl r, �w 4 B.Determine head requirements POW 1. Elevation difference between pump and point of dLsdtarge ._,�_feet E11Z P1ah�aden btlftx� required at manifold 2. If pumping t0 a pressure (0 system,add Ave Feet for pntesure (o�1� �..� `�� _.._feet P-11b 3. Friction loss 1.3 trhdr 2.0 inch 3.0 6 a. Enter friction loss table with gpm and pipe diameter. 3a t� '°'imVW 100n'tt'+' Read friction bss In feet per 100 feet from��R18. p� to 0.69 0.20• F.L S ft./100 R of pipe 2�� 12 0.96 0.23 ' b. Determine total pipe length from pump to discharge int. Add 2S 16 1.� 0.45. po percent to pipe length for Atting l3 2.03 0.60 loss,or use a fitting loss chart. Equivatentpipe, 20 2.47 0.73 0.11 I length-IM times pipe length a 3 3 g0.1t 30.:11�"L , ._x 11S O tlyfeet 0.25 C. Calculate total friction loss by multiplying 40 11.01 264 0.35 friction loss In ft/100 R by equivalent pipe length. 45 14.73 3.23 0.4t Total friction loss. /,ZS- x /.� ,10a s .O feet ss 4.6 0iG 4. Total head required is the sum of-eleva-tion d1frere e, 60 1.60 0.11 i I I special head requirements,and total friction loss. a TOTAL HEAD feet C. Pump selection 1. A pump must be selected to deliver at least 3_gpm (Step'A)with at least b-7 M_feet of total head(Step 0). no It nohf• 0 aULORS rt nrc D. Total Fumpout Volume «� r � 1XI 1. To maximize pump life select sump size for 4 to S pump operations per day. "s too wo tie - gpd+4• gelloro per dose e - •00 ;" 1911 2. Calculate drainback • soo S" 334 1. Determine total pi length,loo feet. _ ' IOSO - too uo Pipe 6"�► ....� • floe ars �o• 2. Determine liquid volume of piper_gallons per 100 feet. (see page F-18) F-18a 3. Multiply length by volume: Drainback quantity• '0 feet x JZgallons/100 ft. m./74 llons. •Suggested drainback quantity is 10 percent of pumped quantity. A larger drainback percentage will decrease pump station of clency slightly but pumping energy costs ate 1.25 7,77 usually a relatively small part of the total household energy costs, 3. Total pump out volume equals dose volume+drainback �---� 17 L!3 �pllons per dose 12 galloo Total Gallons 2•5 24.8• 3 38.4 ` 66.1 t1 h u2 ., F-22 Sizing ' tR Station 1. Determine Surface Area T Rectangle=Area=L x W 'dth x = square feet -L Length Circle=Area=n x(Radius) 3.14 x x = square feet Radius Other=Get Surface Area from Manufacturer n=3.14 square feet - 2. Calculate Gallons Per Inch There are 75 gallons per cubic foot of volume,therefore you must multiply the area times the conversion factor and divide by 12 inches per foot to calculate gallons per inch Area x 7.5+12 /'n 44%.....t x 75+12 = �+� gallons/inch 3. Calculate Gallons to Cover Pump(with 2 inches of water covering pump) es"""ed s`""&`now.n Ciallans P"�'(Uwa (Height(in)+2 inches) x gallons/inch Number ( /o + 7 )x ZS =dao gallons s«toom 22 soo 22Of 3I Type a I`M Type`IVs iso 60% 4. Calculate Total Pumpout Volume 4 boo 3s° ub '_ A. To maximize pump life select sump size for 4 to 5 pump operations per day. 5 750 Oso 294 "m' 900 5Z5 gpd+4= /13 gallons per dose 7 1050 s�o . B. Calculate drainback 8 1200 675 408 a. Determine total pipe length,/ao feet. b. Determine liquid volume of pipe,/7.4 gallons per 100 feet. (see page F-13) TIT V92110- i c. Multiply length by volume: Drainback quantity= 1.zs 7.77feet x /1-Y gallons+100 ft.=J-7 gallons. yyss,� C. Total pump out volume equals dose volume+drainback 2-524.87 gallons per dose+_ /7 gallons= 130 Total gallons 4 38 i 5. Calculate Volume for Alarm(typically 2 to 3 inches) Dejth(in)x gallons/inch= x�= gallons Vy Reserve Capacity 6. Calculate Reserve Capacity(75%the daily flow) yr Alum Daily flow(see page D-7)x.75 V pip On c� 3 ,q to x A_�So_gallons q ►► •oo �30 1 T Pumpout volume c7 � 7. Calculate total gallons Pump Off gallons over pump+gallons pumpout+gallons alarm+gallons reserve p p�,► t 3+4+5+6 30'� �� .Loo + 1.30 + 71< + /4s5 S5 gallons Usr do v 8. Total Depth (Total gallon divided by gallon per inch) Total Gallon+gallon/inch 16po + 7.5 4fO inches i 9. Float Separation Distance(equal total pumpout volume) Total pumpo t volume+gallons/inch inches I LAYER 01: GCUT(:XtILE II n I'n©nuc r -> ' GRASS COVER CLEAN SAND FILL :; �r , MAXIMUM SLOPc :to, � ., DISKED g mC}fE; °R '� ru 2 1".77 _ _ ,.� SUBSOIL. ED UFtFnC(; CROSS SECTIOrl !',PF Fi?�J�.1 r* —PERFORATED -74�lt •PERFORATED • L'ATERALS . DED AREA ' A I + , S � � �.� •._ 1,!�"�c�" f MAX. ~-' TOU,1 . �'rID7t1 _�c PLAN VI ESA , �U 11 S cry o � 1! • a:0 FLl -- i cr_ rCL ... 4' I ,�'. 1. r,•1 �.. rt F. ` U on . . r�1 Ln IL 1 �; ' Ui,J iL o. P-8 - . , Ii~ oto 0— Q- r •� Inv n u. 1. lal W LU fir) IJ •, `� _) 1 ,+(t' i ci � I _ � U -�• ,•, � ..Jit _ ; ) 1. �� . _ -- � ' •�i i17 .a. UuJ 1-11 Ll. I)• I II v Ili (.� _� - ) Cj tl� 1;;;: .� IL ,"�, - I � .r_1 . ll. `7n ;r _-i>r � rLi I •- U �.: -i;,J .:,I - • l 'f, � (f".. C)- (" '`• Ill • l 1:,, • , I ., , . ,. . , IIJ i LL \ \ I 11L-U U .. . ._ .__��\ ;1 1.- - -• :`1= �� (; ''l: (L �, 111 '=1 ,.) ( / I n•t��I' .�_ .:' i `�—J� � rj ( -.._ • it �yl r.-' �• 11 I I" i I...—. -._...__.t:.•tt •ir..�,\.,ar,-�:.•..a,• ...... ,: .�• 1� .t.s: :.<�P,t; i� i ' 1 I r3 cr v0 IJ IL • � I � . .1, l .I i i —rAA I X44 4 rf Rog 1100 i ( No R T N Ju r TA 33 19 /ct7 e7 1 p CCK IT �•�o W Art-L- OU grR To a .5`T'IC -P 5 FGA S Ys T-, o IGc 40 ZSR 1-nAD A a -T 5 m - 'sR- y C�2G (,��1�1011 Ot• �Ib�OTt /) -z t3 1a-� Yµ •.r.�i ul- .... ... ..� ._ bog lnt• aid• by �1. /4 ► __ _ 11A►1AL Clcsel(lcellon Sreteal 95110 I USItA-SCS X I U►tillid _ I Witt Auser uesd (check tu0)1 116nd As at t"s" -_1 "'At or •--- t _. ,0•plt�. DotipA numb/t, In Suttdcr ollvetlon $),3 1r 6tJrtece toot llerltton g - cost - Y A41 Z1010- 41-t 00' -- S A9 I T WC't cj 3Q�� OA YAI 10 10 ✓mom`" End of botlntt At feet. End at boting It y Ito. ' Steadlrr6 uotoc tablet Stendlrrp uotet tet,llt Pt•e•nt At tett of depth, rteeont. at flit nl deltlr r • _ 110uto cttot botlnR, 1rut1t0 ettet t at lntt• llot pttetnt In botlnR trots iltut preeelrt In buthip, holo K, • 110ttlsd eotlt Ilottl�d aollt Observed et 1�`�j tolt of depth. ubettYtd at 31- Icat,bl d►Itl,, tiut 'pte•ent In botlnR bolo tide ptmnt III Imth"? 111+1t I.0 1 0 II o t, II J t c t � J --I Dor tats pad. Clcttlflcetton system'. M51111 USDA-Sr..S x 161111d -! ' oll,tr Au�tr uteri (clack tuo) I 11tnJ _�,,,t or Pover { Tll'i,t , or o.t+tt►. Doti twolit 3 tr�rth. l+orlir/ r,ukl.lt In In Suttdct cllvetlon $S' 3 feet Coleco Illrtt{on tett . • c o r9zk — Aj I . I • I 10 10 `r � I r End of botlnit st telt. Ellaof tot Ing Stendind actor tt�blot 5tendlnp uott►t ttb111 rtseent at tett of depth, tttetnE at feet of de1t1 � • hours cast bottnA. 1ruUt0 ettet 1otlnR• 11ot patent It% botln& holo IL 110t pttotlrt in botit,P. holo 11ottlsd tout ltottl�d io11t obetrved at �� tttt of depth, ttbeetted At _ Ittt,Dl d►Ill�. Ilut *pt stint In bot Int holo �, 11dt rtentt,t It, Lnr Ire f h��1 r l.Ot1�1011 Yf, NOW .....L IZi � '"" `��htirM:'s�+).»��Lt_. __.___• .. .... ,._.. Dot 11%10 Palo by i • Clceelticetlon System'. MSII0 USIiA-Sf.S 1(` I Ullillld _ 1 Witt i llupor ueed (chock tuo)1 llond lh a of tovat —1 tllpl�t � or I ' U•p11.� Dot PA nutblf 9 �orl�,�. uuhtit In Surtict cllveti0n 7Q, —� tot 6uttoco 111r1tlon (let to off- y C kcu I � v -1,syr�, 4/ r a , � Y1i ►�/i ' L4 I I i Y felt. end of botlnREnd of It t►t `� t t�t' _ Stat%ding toblot Standlnp allot tobllt Praoant at I(on Pada of depth. PtoevnE' at Zr_ "_ (lc�t tit Aerti� I • �_ Douro ott%t botlnp, Zy huuto eller 1 �1Inp. 11ot pttotnt It% botlnR hole )lot p1e8e11t III but 1117. 1010 __• Ilottlad eotlt llottltd IrOtlt Oboetved of Kit of depth. Obettvtd at Ilut 'I►tora�rt In bot InR 1►010 • • �, Ildt rtontnt in 11111111 11fil e _ ______• - PERCOLATION TEST MEM,a - lest hole lucalion� !r- w� Hole • � _ l)alc lest hole was pfcpared: D.-I,th of hole bottom —_ inches Diatneler of I101e: .,—i) Uata fruln test hole: je Il,. I..:it. $oillexlulr: .oil color \lrthod of •.clatchinr;Sidewall: __ G X_ DepLlI of Nra+ize glat+cl ir. bo11 of hole:_ • _- )r;:c+ I,a„• and hour of initial water filling: 4tatl� �I>e� '+of initial v/aler lillirrE�- -- I—( ..f ,l,'r L,ulr leaf torn Mt-IItod used to maintain 12"tit water depth in hole for 0 hour e ,Ljtc4 i'rn..lal;un test conducted by—��, c 1C --- ^— _ I cliulati.rn tc.t •.t. •. .1 al S1a.inuur watet depth abuve hole boson,dttrinK te7.t—_ .--�_ 1•I''lt�, (0 j IZJ (o i---_.----- — WATER Y✓l111:N 1•�I n. l l/'.:t .—._.—.--� -,..rCr:.� INTU11VAL WATER UHON 1)901' t;A C;':t r.11.�:, I mir (Ni 1NU r11 DEP TH (tracllon) STA RT q'O A 31Y /03/ - 11Ll'ILL - _�-i - -- -- �y 7_ ,,1Or .. 2S. -C f; << � J/t, t - kl.FIt.L -� _. — ----/..—_._.. _ .... .—_..•. _ --�1?---- /.I3 _ Z(,.5�c' tried! T/ 1, 13 1 tr... i .. . .I• , , , 9 16 1i • - '•I Intl[ I ,Ir, ,I•.. -t•I I ,-" t, ,;, ------- -------- --------- A-' KI:F11.L •• 1!'lE= C9 w. t, -- --- --- - �_ __ — --- �. 1'4_.75 REFILL -------- 16: fil 7.;..e: NI'FIL.L -------- -------------- Ten Percent Calculation G'SllZ _ zrs -26145- I IT! 'Z`. f:.::11:..-a/'..T 71 C-i� • " I .1 «...::,--.I:rT-T}r. —..:,lc-.w—:rc"nV 17.. '. iI':7`T.1'1- nn n/I M7..;� 10 : -..Il.:. A+ r —. r- II".... .. N-..rrT•%. `:.:.:.11.-i A::r'i"7T(: ----- T.:.�H.:i II .:r-i"Z:it^ ...:..1,. .., .. .:rl-• r -- �.. nurnbor In ouch :;ot of bt>xo: in Icer ur Itl:ln Vu) t.ullurt, r,urrt'.••r Il,urt 1.1ku .rnr,: ...r ru:. ball If iiumt- .r is oqual or nrnnllur than bottom ilun,l,.,r, avorn,lu thu Iliffm nun ,r+r:. I„r �•+r< r:.'., • . - PERCOLATION TEST ST-i13T ������ Al Date lest hole waj prepared:_W/4 ` - lest hole location }Tole 9 - -- t),•pth of hole bottom: inches Diameter of hale: !,,.it t)ala from test hole: .!e• l}t, it..'it soil lex1mv: -oil color ---�=fes��•-- ���`°� _C.��,C�t . ,����-._-------- ala thud of•.ctalchinr sidewallN V __ Depth of Nra size glavel if. Lott,.n of Rule:_ Z _ .._• i lci:e• Irate and hour of initial water filling: O Z 1 DrpGt of initial v:alcr fillin)•�- __ /_Z .. tl v- holt hut:, fn _V�— -ry 1lrthod used to maintain 12"of wate ep(tthh in hole for 4 how—T_77_< i'a•n utatlort test conducted b5;_-I`ssl -- I'crculau,.n test •.t. d ..Mitinmm water depth above hole bottom dttring Ir! x—�___—_ i•'clu' �� �/�9� ' I----- _ WATER v✓n11.11 PL;V III',) ..____.__ �I -J.iYCf•.-; i INILRVAL WATER UROP 013011 r:At G L ,' I I.):r I IRAr (MINUt'E.0. DEPTH Itructlon) 103``9 !/ /3 SC_) HeFILLi._'' j 1bc.s3 s 5 1 /100 It.rl t H 1.1-1 L L. _' 3r) �,oo 417 '1IM1. 1,Ir, .t' •I'I.H'. - - --------• - -------- ----- - --- - - - - KL FILL -------- -------- ------------- _ -- — -._ �t _,1 -- i I 1,x.1.T --- Ht:FILL ---- 'tilts 1. I,1:�/1• YI It I i3-',bc 5J _ Il wl,_ f HIrrIL.L __------ - -- '`I leu t llt„1,. I�i.l•� l�".' :_',J Ten Percent ('alculation 1... .:.-.a a:.r:IMT' - ,1 � . 1�.1- j:r'TTST. :::li.+.�i w.,r-t:IST 1-�.1a.:i i• .:( T.f'1' N-:r7�T>T 71 .r t•1 T "--� _—_--- I"........ T. N-.:rl-i-:. .....:.It:—i A�:rTT_0 41.1 ob I' If n� IJ{) fIJf11UOr III cUat:ll L;m of boXU9 1:: I11rtgtjr th.*m l• `10 L-110111 flufli'.••r tl nn,l L,1<u .It,�,:• rlrrerr'trt.'.•t l.r If numt'/ur Is Oqual c)r nrnallur than hollorrt nuntlmr, uvor:trlu tlu, t,,,r,u Ills, :.ur., tl.r • . - PERCOLATION TEST SNEB a - � '1031rst holt location 5 _ ,�R�— bolt � �-- Date test ha Ole w 'I Prepare A)...1 _ ���.N_ �%r — l),•f,t1t of Rule bottom: inches Diameler of hole:—_ — ___.—-__ inches Snil Dala from test hole: �I,.,.Ih, I..:rr•. ��I k�Sttr�� ".nil color ewall: 1lrthuJ of erlalchin�,sid1)epLII of pra size gravel ir, bcu—n of hule:_ Z __—_ i tci:cs I)i%v and hour of initial water filling: (o '0 k__-ze_/►1 Vrr!"t of initial viater filling'• ___�Z-_. v:- ho!r Method used to maint.Ain I. of w depth in hole for 4 hourg:_ .—IV i',nulatiun test conducted by- �_ �r� --_.- --.--- l'ercolalion test ,1. -: .d at -j-V__ .,rn\ prl J. .%t.r.imum water depth above hole bottom during ter.h__�___ i tth�� e i I 119 WATFn 6•JAll.:gl 1'Ltt<. IIA1"t I INTERVAL WATER DROP Ur•7or' t:AIC':1c11-J:r IMAF (MINUTES:) DEPTH (trtictlon) (,laclmul) 1'.i r• 116 a� --3�--- � N- --_ __ _�- Y- Y- -- .. 1._�S __ �t,.. •.,,.,�, �,5:.�y 3i I�cItLeALL 13 l•Jf 3 �(jD ji ,..i5 ___'' '_--- --'x ��� _ �S I( It RIFL S c�p 8 -�I Intl I,I,r,l• LI ,<� ••. REFILL --��/- - )1,of� .. zB,S a� ,1.. •I' 1•I I , 1�,': , 44 _-------'- -------- ---------- �i 3!4:.75 -- REFILL ---__-_ - - - � ,3 L: Al r I .... RrFILL ._------ ----- -------- r 11t1. 6rtc tt 11'.I•l 15•.. : rt Ten Percent Calculation a-.r rnZ rn:—. A,.-; arc _ (,/ �J a, '7 11.-�i')Y�:r7lT1-Z` "_- 5:::11�.:, J♦?TIC'7t ..-_ -_- _.—____ ._—___ ..__-- -•------ ..•T�u.va w .:7-Tri')' �..:.:r�.-:i-.i: f '.1 It ..:�:�•-,J:rrrsr *�".:rr�.1 � .,1�-TAT.: -�'' - __—mP,� 3 Yr-' - _ _ I! ttnt t�{1 number in each -.;of of boxu i:: I:ugur than Pit) bollom nurn;..!r tl,urt LlAkrr tth„ tall numtit,r is equal or arnallur than bottom nun,t,ur, arvorogo ihr, tt,rnu rust :.urL. 1c,r - PERCOLATION TEST sr��:�� - 1 ilolt Ii 2 (talc test hole w�'r p'cy+arrd;�I� ,�%.� lest hole luration�Zo t. 9�. _ — t 1).•pth of hole bottom: ) —_ inches Diameter of hole:_—_` — —_____^ inches !,(.it Data from test hole: Je-th, I..ilr • soil texture: :oil color _—_..Stn �c,;,,Q_ A J- -- - 1,,e. Dt t)t of r•a size avcl in bmt,;:n of hula: �L i ui:ee Method of!.ctatchinrsidtwall: -�=�'�= -- p N fii _ — _ 1)air and hour of initial water filling: Depth(if initial water fillitl ,_�Z at:.,cc hole. bet:"rn Method Ilsed to maintain I. o' vater depth in hole for 4 ._. I'ctculaliun te`.t conducted b); _ _-- ----.-. I'ernrlau+,n test .t. d at --__1-�'1 _ I.,rn/pil!e.,. %1.ttinrtlm water depth above hole bottom durinK Itst--�e LIchC3 (o� •11 JIb r---- 11 WATFrl WAILFt f+Lrl!. I1A7T - - YCrI.:G S INTERVAL WATER UROR Ur101' - CA1.C:I;I c.I I J11 — IIMF (MINUTES:) DEPTH (tructlon) (Iloclmul) I 1'ii 10o-9 START �0 30 — l•� — —- �-- 3� , ,,.,I 1.r.; ,r� i•I i )053 � 30 1035 HL'Y1LL-- ----/_7------ ----7i-'-- ---- --- �Q .-' /iy7 .. _ ZG.10f;' I U. 5 3a 'if �� / �G t tr`tl. t . ILa� 7 - Itt'FILL 1.3 24 7 113 .-_30- -i0-`���- .l_._�$_ . =_:/. 3g__ •�Irr.rr t,l.r ,{ -,�I ..__ I ,5 r KI:FILt. __- ----- It- K1.tit 1.1 ___--.--- - -'1 - ------- -------- ---------- KLFiI.L _---__ •• 1?r1E:.E9 - - -- ----- - --- - _ - —----- 3'a: 7s -- KEFILL -------- .�L �N kr _ - ---••--- --•------ ---•--- --- - '"lYn. r. i 1c----- e.3 6_.61 REFILL -_______ 1.111. IJltirl' -1'1:{'l.. 15 Ten Percent Calculation ---'--- �/1 �� � �,� � ---�_� L:uip�.TN uP'1rZ'Tl �.:rt1...t-N:.'1"-TT r_-7��• __'-'- ..- Zo,� � tl.�s'i'arTZTI� `-- !:..•-i 1rTw.'71'?T1C'7� -- '- --_'---':----_-- --- I �y�,.�:r-i 75j: L::.:i�e.-i w.�T•' 1 r.rt•.a ie.-.:7-T•t�)' �. ..u. .r .:..-f lilt � M j.rT'FCs ..::It.-i'A:�T:T•.C� .:II::.I.� E1'l:Tr '•I: lho lop nJ(nbOr in Oach not of boxy n i.. Itrrour than ttio L,ottom nurw-: r Itu,rl l:,ko :rrir.:'-r rv:vr.r11l If Shu tell, numnt+r is oqual or srnaflur than bottom nunri,c,r, crvor;l9t) tho tl.rnc, n{,rrc,urs t.,r : hr;r, r:,l., DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED PERMIT N0.- CFY 7-,'- COMPLETED ADDRESS L_)-& ZkA L, OWNERCONTR. � e TELEPHONE NO. DESCRIPTION X`''�.,�''L_ ._ .44j LL 01 FOOTING 11 MECHANICAL 1 18 EXCAV/GRADING/FILLING 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 = 05 FINAL 14 SEWER HOOK-UO 06 PROGRESS ~ 07 DEMO—SITE 27 SEPTIC MAINT. _� 21 COMPLAINT W 07 DEMO—FINAL X15 SEPTIC INSTALL. > 22 FOLLOW-UP = 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATION REMOVAL Z OWNER/CONTRACTOR TO"ff Y YES_NO COMMENTS: cc , LU CL cc O 0; O LL W qC Q Z W Z W d W C WORK SATISFACTORY:PROCEED G PROJECT COMPLETE cc C CORRECT WORK&PROCEED ISSUE CERTIFICATE OF OCCUPANCY W O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY BEFORECOVERING 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 in pec ion 24 hours in advance.473-7357 OwnedContract Inspector. White Copy/Inspector's File Canary Copy/Site Notice DATE TIME CITY OF ORONO CALLED IN 0 co 01 INSPECTION NO SCHEDULED PERMIT NO. COMPLETED ADDRESS OWNER CONTR. TELEPHONE NO. DESCRIPTION LL 01 FOOTING 11 MECHANICAL RI IS EXCAV/GRADING/FILLING H 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS p 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL 2 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION 05 FINAL 14 SEWER HOOK-UO 06 PROGRESS v 07 DEMO--SITE 27 SEPTIC kWNT. 21 COMPLAINT W 07 DEMO—FINAL 15 SEPTIC INSTALL 22 FOLLOW-UP = 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL v 10 PLUMBING FINAL 36 FOUNDATION RE7AL 2 OWNER/CONTRACTOR TO MEET YOU:_ —N y COMMENTS: W — C D; O � 3 cc O s LU Q ill's�� Aw S c W W aC dWORK SATISFACTORY:PROCEED F, PROJECT COMPLETE W W ❑CORRECT WORK&PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTIONTEMPORARY V BEFORECOVERING 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 inspection 24 hours in advance.473'7357 OwnerlContract it Inspector. IAO A&4&kf } White CapyAnspaetor's FIN Caney CopylSite Notice DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED PERMIT NO. ff COMPLETED ADDRESS OWNER CONTR. TELEPHONE NO. DESCRIPTION 4tsori 01 FOOTING 11 MECHANICAL RI IS EXCAWGRADINGMILL ING y 02 FRAMING 13 MECHANICAL FINAL 19 LAIQ:SHOREIVVETLANDS Q 03 INSULATION 24/25 WOOD SURNERIFIREPLACE 34 TREE REMOVAL Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION 05 FINAL 14 SEWER HOOK-W 06 PROGRESS v 07 DEMO--SITE 27 SEPTIC MAI 21 COMPLAINT �Q 07 DEMO—FINAL 1� 22 FOLLOW-UP = 09 PLUMBING RI 23 35 HARD COVER REMOVAL v 10 PLUMBING FINAL 36 FOUNDATION REMOVAL Q OWNER/CONTRACTOR TO ME�YQU: _ y COMMENTS: W �+ a O z r D; O W D; Q 2 W W cc d W/,VYORRECT ORK SATISFACTORY:PROCEED El PROJECT COMPLETE 2 WORK&PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY W O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V 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 inspection 24 hours in advance.473-7357 OwnedContract Inspector. ~ White CopyAnsimtoes File Canary Copyra is Notice DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE (� SCHEDULED J� PERMIT NO. COMPLET ADDRESS OWNER CONTR. X-Lf Y TELEPHONE NO. DESCRIPTION 01 FOOTING 11 MECHANICAL RI 18IXCAV1(iRADING/FIWNG H 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS p 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL 2 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION 05 FINAL 14 SEWER HOOK-UO 06 PROGRESS v 07 DEMO—SITE 27 SEPTIC MAINT. 21 COMPLAINT W 07 DEMO—FINAL 15 SEPTIC ALL 22 FOLLOW-UP = 09 PLUMBING RI Fl 35 HARD COVER REMOVAL v 10 PLUMBING FINAL 36 FOUNDATION R VAL 2 OWNER/CONTRACTOR TO EET YOU:_ _NO y COMMENTS. Y a — i C �) 0 cc 0 W Q Q 12 2 W W cc d W 13WORK SATISFACTORY.PROCEED /PROJECT COMPLETE cc ❑CORRECT WORK 6 PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY W O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING 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 inspection 24 hours in advance.473-7357 OwnedContracto it Inspector. 44rL� White Copyllnspector's File Canary Copy/Site Notice