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HomeMy WebLinkAbout1992-004740 - septic system 44 PERMIT CITY OF ORONO PERMIT TYPE: SEWER h WATER 1335 Brown Rd. South - P.O. Box 66 Permit Number: 00474C) Crystal Bay, Minnesota 55323 Date Issued: 10/23/92 (612) 473-7357 SITE ADDRESS: 245 OLD CRYSTAL BAY RD N CH P . I . N . ; 33-118-23-31-0012 DESCRIPTION: SEPTIC SYSTEM Sewer & Water Permit Type DRNFLD &/OR TA*-f. Sewer & Water Work Type REPLACE EXISTING REMARKS: FEE SUMMARY: Base Fee $50 . 0C.1 C1,T)v JIF V1:'tri!? Surcharge ----------OR, F., VANL-E L-4-7'.17CE Total Fee $50. SO 13.131,27 01 0 0 V1: YY 01 LEN 510,,' e-,L.g-"VvVvv 01 LEN 50.50 A T137:29 uoul ii'vil J. V,&W Applicant - OWNER: j CO 5471815i AL-DR I CIA T 0 IPM RR 2 BOX 226 24-S OLD CRYSTAL BAY RD N DELANO MN SS30z": MN 56356 (612) 471-8151 THE UNDERSIGNED HEREBY REQUESTS PERMISSION TO MAKE THE REAL IMPROVEMENTS SPECIFIED AND AGREES TO DO ALL. WORK IN STRICT COMPLIANCE WITH ALL CITY OF C1R0k11'C) ORDINANCES AND STATE OF' MINNESOTA BUILDING CODE REQUIREMENTS . L APPLICANT P(YITEE SIGNATURE ISSUED BY:SIGNATURE 41-7110 APPLICATION FOR SEPTIC SYSTEM PERMIT CITY OF ORONO Bos 66 (1335 So Brown Rd) Crystal Bay, MN 55323 General Instructions: 1. You may apply for septic system permits by mail or in person at the City offices. However, permits will not be mailed out and must be picked up in person at the City offices. 2. Permits are not valid until yo u receive a permit card. 3. Work must not begin unless the permit card is available on the job site. 4. Permits will be issued only to contractors holding a City of Orono Septic System Installer' s Lic 7 nse. 5. 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. 6. 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. 7. Individual holding MPGA Installer Certificate shall be present during installation. 24-hour notice is required for all inspections. JOB SITE ADDRESS: Occupancy Type: Residential Commercial Other Owner' s Name: ` Phone: Mailing Address: / City: Zip: Septic Contractor's Name: V Bus. Phone: Mailing Address: DCity: 13- Zip: J� o,2Q,_ - over - SEPTIC SYSTEM PERMIT APPLICATON - PAGE 2 Permit Type a Fees (check one) New Construction, Full System $75.00. . . . . . . . . Replace Existing System (1 or more new tanks & drainfield 50.00 D) . Partial Replacement (replace just tanks or just drainfiel ) .00. . . $0.50 State surcharge added to above permit fees SEE FEE SCHEDULE FOR NON-RESIDENTIAL PERMIT FEES DO NOT MAIL PAYMENT WITH THIS APPLICATION NOTE: Applicant must initial all spaces. Fill in all appropriate blanks, check all appropriate boxes. Initial 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) zo) gal. 2)/1gal. gal. B. Pump Station (if required) Pump make & model, tL J(attach pump curve & literature) ; system desig qu reires ppm at J_ feet of head. High water alarm make & model 4 - Outside electrical work to be completedby installer ,electrician other Inside electrical work must be completed by electrician. C. Treatment System: Trenches: sof. Mound Depth of rock below pipe R ck bed dimensionsig 'xa�j_`' Drop Boxes Sand bed dimensions 'N��' Distribution Box Pressure Dist. Pipe Diam. " Manifold Pipe Diam. " D. Final Cover/Topsoil to be: borrowed from site (show location on site plan) trucked in The undersigned hereby applies to the Ci y of Orono for issuance of a septic system installation permit, agrees to do all work in strict accordance with the ordinances of the City and the regulations of the State of Minnesota, and certifies that all statements made on this application are complete, true and correct. Signature of Applicant. �-� Date: �,� �' C MPCA Certification No. : OF ORONO Permit f YSTEM APPROVAL Fee $ Entered By krsponsible Qener-a'1 Contractor will be given a copy of this report and is for its distribution to all sub-contractors. SEPTIC SYSTEM DESIGN IS NOT CONSIDERED AS APPROVED UNLESS THIS SHEET IS ATTACHED. LOCATION: GENEF2AT. CONTRACTOR: PHONE SEPTIC CONTRACTOR: PHONE: OWNER: / -PHONE: APPROVED EJ CONDITIONALLY APPROVED: (Note Changes Below) COMMENTS: approvaTO l of jtheAInspector (473 7357)5 Call for- inspe tions 24 hoursto the aT)r)roved plans and pinsadvance have prior NOTICE TO GENERAL CONTRACTORS: Primary and alternate drainfield sites MUST be protected prior to and after system installation to avoid compaction of the natural soil. I'1:I EI.^. AREAS MUST BE FEN=' 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. This applies to the lot you are working on and all adjacent lots. You could be held liable for damaging sites on neighboring lots. VEHICULAR TRAFFIC CAN CAUSE SOIL COMPACTION, RENDERING DRAINFIELD SITES UNUSABLE. Evidence of traffic on drainfield sites may be cause for revocation of building permits. Damaged alternate sites must be replaced before a Certificate of Occupancy will be issued. Date Approved B ity of Orono 00–X7 A JVdSTING, INC. Steven B. Schirmers - MPCA Cert. No. 627 �= 951 Katydid Lane NE *,St. Michael, MN 55376 !..(612) 497-3566 September 10, :1991 Tom 'Aldrich Lot .2, Block 1 Claire .Addition Orono, Henn. ,Co ', MN This On-Site Sewage Treatment System is Designed for Type 1, four bedroom home in accordance with th 'Minnesota Pollution Control Agency Chapter . 7080 and local ordinances . The soils on this site are sCS soils mapped- LrB - Lester loam bordered by - SwB - Shorewood silty clay loam. A seasonally high . . water table was located at 14" , 1810 , 26" , 28 34" & 38" , (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 . . 6. 5 min/inch and are adequate for treating septic effluent. A pumping chamber will need to be nstalled 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. (Mercury floats are a good method) CONT' D y ;. 7 Tom Aldrich s° , :Lot2,Blk.'l;Claire Addy ' rV r - { -1• -• -6'. t , � � yaw'j �fi�t' 6 � 1h J' t ! {S.a to t tr7 t yt ag t All neighboring -wells -are' located greater 'thaii 100 ' . away from the F � =7�•rr�:t :k proposed treatment area. € gr Keep all heavy 'equipment off of:the proposed :treatment :area before: nd l„ after construction. The treatment. area -should be, marked off 'before construction. This Design is not .valid ' & the System rdl1 '.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. Additives must not be used'; they may cause harmful damage to your septic system. Recommend to pump your tank every year if you have 1-tank & every 2 years: if there are 2 tanks. _ rteven B. Schirmers p S' SBS/ds osr 1 s'I zs 1 1�9' _ -1vPr'� 1-�'C ,!}i t 7 ts. / fic'C� ._ God 5IV��tC�k IgG-k�Mfl�� e3 UN - 1.../ 1 f5S.1: fir''\t +l y � �.r,w�ti 1l� ,r a - A. \ ry03 s X \J 1 IL -CQ - 51.E '•� _ �::�` �� i '_ �� ~� REYI�Vs �l� f mks 3 { F!7.Rr,'IT NO- � ti ' PercoV;on Tess• Sccie: 1 — yo -- ,,., t 71-1 ', ra.S XSJi) BorLNS Mo Ber+ct: Mork f Ali ;•:, 4c Shsll be done I Note= This sys!em is to be constructed to meet :-vase �-,� r.g. ning coda ra• c Local O d the h5rnesota Po�lu!�on Con'rd A;2nC�r s r ally noted in the �/ �I� SI3 F,i A�_t_ TIMES, Chapter 7080 oca r inane TsoTD<<Q }AO.�SSi Check all underground utilities WE I I Pfi^.,pcRTY OF: t7 A`-�"''.-1 ��t•.•l C/ : _ lv'� � . . pyo�i o r� n . N•�ta�1• C t�- - . S-P_TEST/Na /h/C. 131, PN.6'2-497-3566 SET- BACKS HOUSE System must be: • Tank 202 from property lines .2V from welts �: �..i�-�..._i'�Y��. �•y� ��' from b:dcs. Iya,; Treatment area ='fran Jokes,='streams<o - Treatment area L02 from property lines NOTE:Pow supply orad ut ide must be totaled in o weather proof enclosure outside the pumping chamber and monhole MA�Nc�s •, � ►�." from wells — from Bldgs. . r -1 [ 'from trees � �11 SOIL. BORING. ELEVATIONS r a�min. t - t . '.TH. I EL.-'-.-i -:114 � - g 3- •,dia.sl I ; e TH�2 EL:-R�. S S 0") (e- Tank go r - - grade�_/o - - TankTH. 3 EL: •� _Drop to Tonk PRESSURE DISTRIBUTION MOUND SYSTEM TH74 EL- y Min. l"to 8' TH'S E �6 A`.Loc�J Chamber L:-g LJ Pumpin ELEVATION of PROPOSED PIMPING - �N� . . CHAMBER-..92:�.+�v�� 4'to 6"dia.pine � .. . .. _ .. . . 'oP y"--'-1V"1 SYSTEM DESIGN -MOUND TYPE--,"V-, y BED4MIA , Ave?oge percolation rate.L--.5 minJinch (design.83 sq.ft treatment area per gal. of daily sewage flow) gol./day x.83sq.ft/gal..��sq.ft,of treatment oreo +10%=; - sq.ft. (=- 10ft.width= ft.length of bed area+side slope run 3-to I x 3 height= y'- �_fi.x .#t.lowri•area needed) Clean rock needed- sy7 sq'-ft.treatment area x �•o depth al'rock=shy cu.fi=27= ) cu.yds(3/4'to 21/2'dia. ,k&des 2'of rock above pipe) - , ' Clean sand fill below rock needed J��a.yds. approx. , sandy loam backfill 2-S cu.yds.opprox., topsoil 6" 21-Gu.yd. O (�S-L -r �1�. SCO av'0. 'J.o'ic -Co -t'OeSoyL�rwTr .►R�g�-���a�SS�..3r�/- Gu Ko '�c yc.� Number of tanks rectuired 2 , Ist lank/000 gal. ,2nd lanklf._00 got.minrrxms PL U s t'►am Q,r t �!7 iA•r w�K- Pumping chamber capacity- 25`/0 of daily sewage flow of deo got.= 1 gal+reserve storage of 1509r��/Bl��`?o gal.+pipebock#6iMe- PROPERTY OF:`001^ ofJ`f gal./IOOlin.ftof Z dia. supply Pipe, linft.needed 9'0 , 1_gal.4manifold Iygal./1001hftof a"dia.pipe,Craftneeded ` ,'_gal. Lt_A\V--_ hoz total capacity needed r)(-! 1. plus area for Ino D g p. nit^a ir`. t�is 1-} u+1 • Gb- P�Y gal.( Pump) 1.►Sr� rn•r, n a1.c�. - r Distribution pipe `dia., ►�� ihft, ! L 4dio. perforations.12apart Pump sizef-bhp. (pumpobte capacity 1 Lgot.4cycles/day) us,r_­z )� ' ��p �¢ `����- -��-'�-t�'G `aO $—P TES T11 INC. Notes When constructing bed r- , this area should be shaped Note: Distance from treatment area to neighboring welts- DeSi ned 8 � ^'� 141 to divert run-off from enterin treatment area. g y. PH. 612-497-3566 g 1��ft - -' . ate /� MOUND DESIGN WORKSHEET o (For Flows up to 1200 gpd) M •A. FLOW tistimated Sewage`&lorw�s In Gallons per day Estimated `o o gpd (seepages D-7 ori I-3,4,5) or ., I �1 In v or measured gpd x 1.5 � = i, ,t,o,t,s 2 :300 .225 ISO B. SEPTIC TANK LIQUID VOLUMES 3 Oso 300 218 _-zv 6b allons'(see pages C-3 or -5) 4 � 373 236 •.lw 3 730 430 25w n g P g 6 .900 szs 332 7 A050 6a, :370 to C. SOILS (refer to site evaluation) e. '• 12M 075 40e , 1. Depth to restricting layer= 14+46 ay inches umt,n of Minimrm U�id tjquid�y...y.,u 2. Depth of percolation tests inches t am,. c,>reky z e:a 3. Percolation rate mpi„ 3o SM W;u_ 75001Y 4 nt 6 1S1tU 12250 4. Land slope % ;E dz tc1 " 7,It«9 xlY, xw aet 9 »» D. ROCK LAYER DIMENSIONS. 1. Multiply flow rate by 0.83 to obtain required area of rock - layer, Deily Flow Xi 0.91 :- 4,oy gpd x 0.83 sq. ft./gpd = • 2. Select width of rock layer (10 feet or less) _ lo ft. 3. Length of rock layer = Area+ Width = s� 7 sq. ft.+ )u ft. = S5 ft. Rock Bed r;f,'.•fir;.••'� r r;.•:r r�r r r•:T f;: :j:f:.+�: ;f•f.�tifti`}`�;rl%Idth SION E. ROCK VOLUMELengt::r:,:;;:r:r• gt `:: :•:;; l F-- h• 1. Multiply rock area by rock depth to get cubic feet of rock; sem-sq. ft. x l US ft. =s � cu. ft. 2. Divide cu. ft.by 27 cu. ft./cu. yd. to get cubic yards; s,),cu.-ft. +27= Ate_cu. yd. 3. Multiply cubic yards by 1.4 to get weight-of rock in tons; a i cu, yd. x 1.4 ton/cu. yd-. _ tons. F. ADSORPTION WIDTH 1. Percolation rate in top 12 inches of soilis G,.S mpi Absorption YAdth Slziny.7bble i•ercolatlon Rate Gallons Ratio of 2. Select allowable soil loading rate from table on page E; inMinutetpa SoilYimwe per day per Absorptanwhhh -��-- gPd/f Inch(MPI) squats font to R0N Lays 3. Calculate adsorption width ratio by div ding rock layer F&4wdaut0.1• Coarse Sand 0.1 tr 5 swul 1.20 1.00 loading rate of 1.20 gpd/f 6 by allowabl soil loading rate; 0.1 r.�•• Fine sans•• 0.60 2.M 6--.13 Stualy two 0.79 1.32 1.20 gpd/ft2+ ,y r gpd/ft2= fata3o . L=m 0.60 2.00 31 1043 Slit Loam_ 0 SO 2.40 Check this value on page E-1 5. C46'1060-1 -Clay latvn OAS 2.67 . 60 to 1'tl _ Of - 0.24 S.W 4. Multiply adsorption width ratio by rock layer width to get Slowc;; G. DOWNSLOPE DIKE WIDTH ; •1. If landslope is 3% or more,subtract rock layer width from i ' adsorption'width to obtain minimum downslope dike toe for absorption: , a •r ft-,0 ft = I /? feet ...Via: :: ..n i b '.• . �e SI w.'a s - ,, ' Z :' 2. Calculate mmiinum�mound size based on eometery. . ,.a,� a. Determine depth of clean sand fill at pslop 'edge of rock i layers Separation /.. L7.'feet; * b. Multiply rock'layer width by landslo 'e to determine drop `mow,' ` m elevation SIo a Dtfffereiice x, t` °� ; t • tw>�, �`u^h ' 7' i JI . •. *r�rt� 1,yf d,t rZ t a ,100s. A c. Add depth of clean sand de th of clen sand for "�"`°"�- � s°`" A' ' separation at upslope edge(2a),to de th of rock layer rock de th and the de th of cover' to nd the total mound l way height•at upslope edge of rock layer, =. J--n ft + 1 ft +-i ft - 3 .O fleet d. Enter table on page bottom with lafLlslope and upslope. dike ratio. Select dike multiplier of +: e. Multiply dike multiplier by upslope mound height to get upslope dike width: ---,L4_-feet f. Add the depth of slope difference (2b) to the upslope height to get the downslope height feet g. Enter table on page bottom with landslope and downslope dike ratio. Select dike multiplier of h. Multiply dike multiplier by downslope mound height to get downslope dike width: 3, y feet ; i. Compare the values of step G.1 and Sep G.2.h. Select the greater of the two values as the do slope dike width; t r-) feet j. d width is the sum of upslope dike Roe iatniai . "'►dam= -`•':° Total moue ��'•`'ti >�� •.,:••••:�:•_::j::�::•:;..:::;::::; width plus rock layer width plus downslope Kuck Ded Length X r- dike width; 1)_ft + )p ft + q ft= Ll qfeet upa.PL-izi; . ,: �>nlope ake Width k. Total mound e length is the sum of upslope g P Downslope'�vtke'�Widi{+'..L`L dike width plus rock layer length plus upslope dike width; : : 1 7 ft + S s- f t +. 10-ft = _-.-'_Y_feet }. -Taal Length _ wns opeps� 3:1 4:1 5:1 M . . T.1 3:1 4:1 5:1 6:1 7:1 8:1 1L.ape ;. 0 3A 4.0 5.0 60 7.0• 3.0 4.0 5.0 60 7.0 bA 1 30 4.17 536 .6.38 7.53 2.91 3.BS 4.76 5.65 ' 634...-....,._ 7.41 , 2 339 4.35 536 6.112 8.14 2.83 3.70 4.94. 536 L14 6.90 3 -`330 4.54 5.88 732 8.86 2.75 357 43S 5.08 5.79 -,..6.45 • 4 3.41 4.76 6.25 7.89 9.72 1983.15 4.17 4.14 5.46 6.06 x 5353 5.00 6.67 837 10.77 2.61 333 4.00 4.62 5.19, Sal 66 111 �6 ! 3 - I6 07.11 938 N 1207 2S4 3.27 IRS 4.41 4.93 ?541 �, + 7 3.80SAW 7.69 1034 ., 1373 248 3.12 3.70 4.23 4.70 8 3.95 S 88833 1151 15.91 2.42 3.03 337 Mr, 4.40 !BN 1 9 4.11' 625 9.04 13.01 18.92' 2.36 2.94 3.45 3.90 4.30 4.65 10 419: 667 10.0 15.00 2333 2.31 LAR 3.33 3.75 4.11 4 44 11 4A8 7.11 11.11 171.5 30.13 L?R 2.78 3.13 3.61 3.95 416 12 4A9 7.69 1230 21.4 43.75 2.21 2.70 3.12 3.19 ° 3.80 ' ' 4.08 ' PUMP SELECTION PROCEDURE A. Determine pump capacity: _ Gravity DistributionENO PERFORATION OF A PERFORATED LATERAL 1. Minimum suggested is 600 gallons per hour(10 gpm)to stay ahc:+d of -orau Cow water use rate 2. Maximum•suggested for de'livery'to a drop box of home system is 2,700 - --= ' foyer of tieeuu(te leak ter ia..:, gallons per hour(45 gpm)to prevent build-up of ressure in drop box. Leom,field layer Wile rrd ro.ie Peva) ' , er aql a '• rwlorel,e°dtlled Hdn,M+►etii Pressure Distribution .e "�°r �P r 3. a. Select number of• rforated laterals 3 '�• • "' l'°'' I A*Ease Qreln F191 Rode of nxt,lyer b. Select perforation spacing ft. P.ri.r°iia„tyce►.e et" c. Subtract 2 ft.from the rock layer length. Cleve soee Benau or leferol a 2 f t.a '�''�,f t ` - WoNal Sell Properly Scarified Before Ploc"Serd lever { l d. Determine the number of spaces between perforat ons. Length rt.spacing e= ft.+ ft.= aces g g -�'3- �- �- p TAi3LE Or mitrORATION DISC]IARCrs 1H CPM e. _M'spaces+.1 = 1-e perforations/lateral f. Multiply perforations per lateral by number of laterals to Head Perforation diameter(inches) get total nun)bcr of perforations. r t/e er. x ' R,I= perforations. 1.03 0.56 0.74 90 g• Spar. x e _ 4 0 gpm. 1-5 0.69 o 80 1 .04 25 0.89 1.17 SELECTED PUMP CAPACITY 4m 3.0 0.98 1.A ---Q-gyp 4.0 1.13 1.47 5.0 1.26 1.65 B.Determine head requirements: aUse 1.0 foot of head for residential systems 1. Elevation difference between pump and point of discharge. bUse 2.0 feet of head for other establishments ) I feet 2. If pumping to a pressure distribution system,add five feet for pressure required at manifold .5" feet 3. Friction loss PiMl cngth a. Enter friction loss table with gpm and pipe diameter. Point or Discharge Read friction loss in feet per 100 feet from table. F.L= ft./100 ft of pipe ;"Fife- Elevation Difference b. Determine total pipe length from pump to discharge EIPUMIP d point. Add 25 percent to pipe length for fitting loss,or use a fitting loss chart. Equivalent pipe F-18b length-1.25 times pipe length= 1.5 inch 2.0 inch 3.0 inch .(/6 -x 1:25= feet gTym Friction tan Pa 100 n of pipe c. Calculate total friction loss by multiplying 10 0.69 0.20 friction loss in ft/100 ft by equivalent pipe length. 12 0.96 0.28 Total friction loss= &'-S_x �.U +100 D. ,feet 14 1.28 0.38 4. Total head required is the sum of elevation differc ice, 16 1.63 0.48 special head requirements,and total friction loss. 20 2.47 0.73 0.11 25 3.73 1.11 0.16 7. I. + S •+ 30 5.23 1.55 '. 023 (1) (21 (3c) 35 7.90 2.06 0.30. 40 11.07 2.64. . 0.39 45 14.73 3.28 0:48 TOTAL HEAD I feet 50 3.99 0.58 S5 4.76 0.70. r 60 5.60 0.82 C. Pump selection i. A pump must be selected to deliver at least gpm (Step A) with at least feet of total head (Step B). ,{ I­ A. J CERTIFICATION # 00627 Logs Of SOil Borings Lobation or Project Tom Aldrich, Lot2,Blk.1,Claire Add. , Orono Bor.i*s made by S-P Testing. Inc. Steve Schirmers Date 9-6-91 Classifiction System: AASHO USDA-SCS X Unified 'Otter '' Auger used (check two) : .Hand X , ; or Tower , Flight Depth,, Boring ,number1 Depth,,'` Boring'numbbt'IJ'" f 2' in in , feet Surface elevation 97.9 flet Surface elevation 7 Topsoil dark brown ,;clay loam Topsoil '- ,:6„ d'a'rk brown loam 0 8n .._. Dark' ' . Brown clay. loam 5” 10�� `:brow�ioSj ay t 1 - 8" - 11211-MOTTLING Brown `clay _'loam Rusty olive brown 10" 1110n i 2. - sandy Y cla loam 2 - ... .. Arown ..loam ' 112" - 2110" 1110" - 2110:1-MOTTLING 3 - Rusty olive brown loam 3 - 1 2110" - 3-1/2 ' Rusty olive brown 4 _ Rusty olive brown 4 - loam coarse sandy loam ` 5 _ 3-1/2 ' - 5 ' 5 _ 2110" 51 . 6 - 6 - 7 - 7 - 8 - 8 - End of boring at 51 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 1' 2" Observed at 2_ feet of depth. feet of depth- Not Not present in hole Not present in hole Comments : Comments: C L-13 C2RTIFICATION # 00627 Logs of Soil Borings Location or Project Tnm Al Ari rh rT,;ni-2 1R k_ 1 FrI ai re Ar A_ + mann +° Borings made by S-P Testing, Inc. •Steve •Schirmers Dateg_�_91 „,'.i .;.•. Classifiction System: ,AASHO USDA-SCS X -Unified Auger used (check two) : . Band X , or. Power , Flight or :Bucket �Xffr Depth, Boring 'number Depth, ' Boring number in 98 .4 in t98.6 a feet ; 'Surface : elevation feet Surface elevation ~ • . �, ` 0' Topsoi� _ 6 , dar brown Topsoil dark brown loam' ' oam Dark' brown clay.:loam 0 8 • .1 _ .. 1 �pti ..: t•d .i Yl' •_`N l Y i11 tx • .; .. i �. Brown :�oam� J Brown clay -loam' 2 _ 2 8 _ 212n " ! 1' - 2 ' 4" Brown loamBrown sandy loam. 214" - 211011-MOTTLING ' 3. - "3 ' - 212" : _ 3 � 2"-WE Olive brown loam N 2110" - 3110" 4 _ 4 _ Olive brown sandy Rusty olive brown loam " loam 5 - 311011 5 ' 5 _ 31211 _ 51 6 - 6 - 7 - 7 - 8 - 8 - End of boring at 5 ' feet. End o� or 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 XNot present in hole X Mottled ,soil : • Mottled soil: ,y= Observed at 2110" Observed at . 312" feet of .depth. •:.; feet- of depth. - ------- , Not present in hole Not present in hole • :;., Comments : Comments: L-13 CERTIFICATION # 00627 Logs of Soils Borings Location or Project Tom Aldrich, Lot2,B1k.1,Claire Add. , Orono Borings made by S-P Testing. Inc. Steve Schirmers Date 9-6-91 Classifiction System: AASHO USDATSCS 'X Unified .;-.other .. :., .. Auger used (check :two) : Hand X , .,or Power , Flight , 'or .Bucket; ' _X Depth, Boring {number 5 Depth, Boring -number 6 r in in feet Surface 'elevation 94.1 feet Surfaceelevation ' `93.5t 0 opsol ar rown oam 0 z ; Topsr,tl ' dark brown Brown6" - 10" :clay; loam 0.. .;,10" -_loam .i. .. 1 1 Brown clay Joam Brown clay loam 10" 1-1/2'-MOTTLING 2 - 10" - 212"-WEAK MOTTLIN3 2 - i Olive brown clay loam 212" - 2' 1011-STRONG MO LNG Rusty olive brown 3 Olive 2110" - 314 , brown loaff 3 clay loam Rusty olive brown _ 4 4 loam 1-1/2 ' - VA" Rusty olive brown loam 5 - 31411 _ 51 5 - 41411 _ 51 i 6 - 6 - I . 7 - 7 - 8 _ ' - 8 - End of boring at 51 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 ' 2." feet of depth. Observed at X1,[2 feet:.of depth. Not present in hole Not present in, hole ,• '.` Comments : Comments : CERTIFICATION # 00627 Logs of Soil Borings Location or Project Tnm Al riri r_h ' 1.n+-7 _R1 k _1 41 al reAra_ Orono Boxings made by S-P Testing. Inc: Steve Schirmers Date 9-6-91 Classifiction System: AASHO USDA-SCS 'X Unified Other Auger used (check two) : Hand X , or -Power ,. Flight ,''or Bucket Depth, Boring number Depth, 'Boring number in oin feet Surface elevation 93 . 6 fQet Surface elevation • 0 - Topsoil . dark-!brown 0 - 10" loam ..k Y 1 - Brown loam 1 1011 _ 11811 Brown clay loam 2 2 - 11811 - 21411 Gray brown clay loam 3 - 21411 _ 31 3 - 4 - 4 - a 5 - 5 - 6 - 6 - 7 7 - 8 _ .- 8 _ End of boring at 3 ' feet. End of boring at feet. Standing water table: Standing water table: present at feet of depth, present at feet of depth, hoursafter boring. , hours after boring. Not present in hole X . Not present -in hole f 1 Mottled soil : Mottled soil: Observed at 214.11 flet of depth. Observed at ._ feet of depth..-r", Not present in hole Not present in hole • . Comments : Comments : • CERT•.#00627 • PERCOLATION TEST DATA SHEET a.m Percolation test readings made by ` S—P Te s t inet, I enc. r , ::o�� 9-7=91 starting at 10:2 6 L fJwsl Lot2,BIk.1,Claire Add. 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 r Soil texture " a 0 - 8", ` Topsoil Ldark�' brown Olay .loam F 8" 12" Brown clay loam ... . ' Method of scratching sidewali Knife 2 Depth of gravel in bottom of hole inches 9—6-91 1lV 01P6Tinitial water filling 12 inches above hole bottom Date and hour of initial water filling p g - Method used to maintain at least 12 inches of water depth in hole for at least 4 hours Automatic siphon 6 Maximum water depth above hole bottom during test inches Time Percolation Time interval, Measurement; Drop in water rate, Remarks minutes inches level,inches minutes per inch • Water remaining in test hole 10 : 26 10 : 41 6 7/8 17.1 15 min 10 : 44 10 : 59 11 " it it 11: 08 11: 23 it " 17 Percolation rate = '1 minutes per inch. •CERT:#00627 PERCOLATION TEST DATA SHEET Percolation test readings made by S-P Testing,' Inc. on. 9-7-91 starting at 10 27 ' p m Lot2,B1k.1Claire Add. 2 9= � CERT.#00627 PERCOLATION TEST DATA SHEET Percolation test readings made b S=P Testing, ' Inc. A„` 9-7=91 starting at 10:24'x : "p.m y (date) Lo t.2,B1k.1,Claire Add. • 3 ► Test hole location ;Hole nttmber ,Date hole was prepared Depth of hole bottom 12 inches,Diameter of hole 6inches 1 Soil data from test hole: �' ` ' 4'4 ' '� Depth,inches Soil texture r � ✓ r. 0 — 6'1 To soil aark.brown' 'loath` 6" — 12" Dark brown lay loam ` Method of scratching sidewall Knife 2 Depth of gravel in bottom of hole inches p� a Date and hour of initial water filling 9—6—91 1�epthP6Tinitial water filling 12 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 water depth above hole bottom during test inches Time Percolation Time interval, Measurement,' Drop in water rate, Remarks minutes inches level,inches minutes per inch 10 : 10 prefill 6 10: 24 10 :39 3-1/4 4.6 15 min 10 :46 11: 01 " 3 5. 0 11: 06 11: 21 2-7/8 5. 2 " 4 .9 c; Percolation rate minutes per inch. i f • ' CERT'.#00627 PERCOLATION TEST DATA SHEET a.M7. Percolation test readings made by P Test-ink_, inc on '-9-7—A 1 ' starting at 10,= 5 m•►` ; fdalo Test hole location Lot 2,B 1 k.1,C 1 a i r e 'Add.y Hole number 4 ,Date hole was prepa'r'ed 9-6-91 , r Depth of hole bottom, 12 inches,Diameter of hole 6 inches Soil data from test hole: `> 3�t; 1 ►�-'F L ,?t`� �` Depth,Inches Sotl texture ra,, •��.#�r z' T, ,r"; 0 — 8" Topsoil dark brown 8" — 12" Brown loam Method of scratching sidewal Knife Depth of gravel in bottom of hole 2 inches ; 9-6-91 1:00pm 12 k 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 holfor at least 4 hours Automatic siphon Maximum water depth above hole bottom during test 6 inches Time Percolation Time interval, Measurement, Drop in water rate, Remarks minutes inches level,inches minutes per inch • 10 :10 prefill 6 10:25 10 : 40 if4-3/4 3 .2 15 min 10 : 45 11: 00 " 4-11/16 3.2 it it . 11: 07 11: 22 4-11/16 3.2 " F 3 Percolation rate = ' 2 minutes per inch. CERT:100627 • PERCOLATION TEST DATA SHEET ' n�' Percolation test readingsmadebyS-P TEstin , Inc. o� 9-7-91, starting" '10 23 � (date) . Lot2 B1k.1,Claire Add. 5 : ;; 9=6 91; Test hole location ,Hole number � ,Date hole was prepare-. Depth of hole bottom 12 inches,Diameter of holt 6 inches Soil data from test hole. Depth,inches Soil texture { r 0 -- 6" Topsoil dark brown loam 6" — 10" Dark brown lay loam Method of scratching sidewall Kn i f P Depth of gravel in bottom of hole 2 inches 9-6-91 1. 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 6 Maximum water depth above hole bottom during test -inches Time Percolation Time interval, Measurement," Drop in water rate, Remarks minutes inches level,inches . minutes per inch 10:23 10: 38 4-3/16 3. 6 15 min' 10:47 11: 02 4 3.8 3 Percolation rate 7 minutes per inch. i - CERT-.#00627 PERCOLATION TEST DATA SHEET Percolation test readings made by S—P •Te s t incr. Ire. on. 9 7-91 ' starting a� 10.:2 2 t in � - (dare) Test hole location LOt 2 B 1 k.l,C 1 a i r e Add.` Hole number. 6 Date hole was prepared`9-6-91 Depth of hole bottom12 inches,Diameter of hol 6 inches Soil data from test hole: Depth,inches $oil texture -• ' ' 'r ` • — 10 10" — 12" Brown clay loam Method of scratching sidewall Knife 2 Depth of gravel in bottom of hole inches 9-6-91 1. 0n [� 12 Date and hour of initial water filling ,156%Uo 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 Time interval, Measurement,' Drop in water rate, Remarks ' mindtes inches' level,inches minutes per ' inch • 10:10 prefill 6 10: 22 10:37 " 2-7/8 5.2 15 min 10: 48 11:03 2-11/16 5. 6 " 11:04 11: 19 " 2-11/16 5. 6 r y 5 Percolation rate = 'S minutes per inch. r °' r .vr'}r•1 `V• `� t A � ai,LA j�.! �n T+:"Tr+ ,;�{„rl v,,r • r. , O Z CO �,• t v e.:'� ; ' d 'I f1� -° v ;� rel s 1r ,� Nl+-•iV��• .t0 ,:� t• 7 ; trf •''y W. l kL r 1 �' ': �' ZOO ''Afr`' p{j', r n d = '., S• �' �. r i 1, -\ t 1 YI - `1 "1 �f ° 'Tf rn 1t ' um , t Jq r \ my to a• Yii 'r�t i 2j \ ♦� =I.a; i a�T If Jr • ,ry�,�4 F� °±�� -rr:4',°ry r a�» ` {' i OQ f l / � ♦ 1 , 1 t, - ti•.q''+1.• � r o f v�� 't ,t If, `� la. ,�� �,�� , .bl' �' a�� .t` r`1 •�\� ,�vl i .r 4 . y , y , If. �- ji, ' a `�-�"��J 1 � A. ��•.:E.i ' :'x{.`` ar::• \ �cacc-z \•'.♦.t\: ,r� '7, �j1 7 h'f.t, t•""< t� I.' /♦ r i�� r ��' fir'\ \ � ' `• ��, fi'"�n e1.yf°y i,<1+t ':N;,�;— .9•i`-!p•y:IPJ'a:. �,...p� .p,-. .p YI l `N*r• _ y.�� � � ;�• , \ '� 1 r y2� D 1y AZ Ili_ O $ to E-4 2H ~~�: fi t \\ • . 'l NOY �(1 i. s� Ey AZA Dix N +. , . !� V(. t•• :>,i Vl O'•'1 tpi• ��K •� f D—�: � Z 'Q�N' t. p � �' .. • Irk. y VI ..{ f11 `,.'•t O5q6 �. :Gr :r1�y1h�1I. i V}v , \`, \•i .1 t DS yn► pyQ❑p m ¢ SII +�f 1�� ',���ZO � I♦`� C E 1• :� � �;p :r>. ��fi0 i�":.•.r•♦� i i r t j>t:u i +.} �•••t af�wr ' i.�.,.�.f g� 6F e' ,t['!. �M#v. •Z�•` ��' .'102: ..� -1 A;^ �1. -S�1i tr I,''t , ; ''`j.�. :�O'»','• ... 1 �r � pCy t�r�QVV , rVly ' , :7• ,, � ,: J • I T ,. r':�•}}�j� •�rt� �IfYY�f1I 1 !r.:� � ��OZ �: :�.�$j ��f""+.• ij�`•' ''��O 1 l�E;. ° � �•,r,•, t•'' '. N� , SII , i '•�N III ZA fI C� _ ... a . _ m J viz ZS $ ) '�1. N nl —S>•r �; Q] �. . •t�,� a V1 f O ''11 S� ZZZZ '•� ;� i it`�, 3'�d of l r,I 1'.'♦ +r .i�' j, �,� i. . O l �,CY' 1 �;''.Tr�J7ra • r r" ° •� t pQ � .z{ m y •+ ._. ...'... _._..1._._.............a.. ._. ?.__..:c._,....J. '....__ _....�....LLL.�.-..c�I'J-1,n....:6...u1.._.,.'.i tom•... .. .. ..._. .... ,,r' .` .,...._ _ LAYER OFd GEOTEXTILE LOAMY SAND CAP k FA_BRIC *PERFORATED LATERAL ,GRASS 'COVER6 INCHES TOPSOIL P.1,CLEAN SAND..FILL• :; { ° MAXIMUM ' TOPSOIL CLEAN ROCK 4" PLOWED • OR . 3/a. :TO '21/2 INCHES I%0 L S •OPE y. DISKED SURFAC I• ,... SUBSOIL CROSS SEC ION ..A - A PIPE FROM' PUMPING CHAMBER Q PERFORATED • L'ATERALS i BED AREA 03 . 20 '� 20 INCHES d• INCHES- -ET ... • M X DIKE TOTAL W4 DTH.' •,Ic;1, 1 i PLAN VIEW -LAYOUT- OF -PERFORATED- PIPE LATERALS FOR - PRESSURE DISTRIBUTION * IN �JIOUND PERFOP4TED PLASTIC 'PIPE A�fNG "PERFORATIONS SPACED 30" OR 36 -10N, S� _ -_ , ON CENTER.- PERFORATION / O FcFG sQ n a \ ` VIL-Sr� SIZy MAYBE 3/iso 7/3z, {6'' — DR MANIFOLD PIPE ,.t. PERFORATIONS ON BOTTOM OF r ;; FLASTICC - PIPE , —= (ALTERNATE LOCATION-' OF PIPE" FROWPUMP) END. CAP_ ERALPIPE*- FROM' c� PE,�FCfl PUMPING CHAMBER �I �rN G� • SEN •. .•.• .. _ SND PERFORATION OF- A .PERFORATED' LATERAL Grass Cover gt Topsoil • • Layer ofeo#extile Fabric Qor layer Loam -Sand Layer Y Y of hay ot':or -straw covered: with red : rosin aper) v UC. `.0 C• G Perfor # _Perform tion: `Drilled ,Ho11 ­rizonte Iy ` ` •� << �;�. `. .`�. into Cap Near :Top : s • 4t _ - ,` • - of 3 s A# Least: 127 to Edge: 4' PIu - tDrain Field. Rock4�G cc, of Rock Layer << Perforations Located at Clean Sand Layer Bottom of Lateral original Soil Properly ., Scarified : r All, Before Placing Sand Layer 1` , C. h raoD '. ' " r �_ C , o f7 o Q ..:.fin , fit k 0 p , , m:C�'� o (m o -m _ C)jr r-z 0 r. r cn _ m - ro cM n M.::n o. > --ID D Z D = . U) M o m z D cnzv007 M zm- � COm� rr rOpOn I z -{ • ......Z Ln M 'O Q 0 CD � . Z p I r O r b.: z Z Oc..0 m i r3 'fi �O m M , -0_ N ti 00-nm DDKKm z Z.�m �o(pu) coD x Oorr rzccr o : nO o--�r m-I �. zzom Ovcncnm , -10>0 z .�-i m c) m -._ o r -,� cn r -'D -{z �Z m ;.. 0 * ' *M Mo z mo �r �m -v Ucm o m �z z m c',�i D -�-�o yr �0 CD O-�r� D -0 m •�c r' rp mrm.. --ip -U) -- •-_i oo D C r rn _°D:. �' o iv o K m Cam v o moo mC)Z_ � <C roc o m D rm-0 X� -v� : . v�ao oo M r-.�, CD's z ' p _� Orn �mc�n.`' , : rDNom , mo moo• m m` c� w• } ' zzo c r m m©mo =-�: _ 0 O Z k0 tN TIfA _ • X �)V) +v �_� Z��-p. W�� DO C G n' 'per p'o c•i rn r v --�-0 -0 -vt -I <cc OM>M c� KM w O z M =-v cD to cn'z co z v. �nc� M v _) v �� :, D m ;• _ . • II PENCIL I MARKS a �•\r. •y. .•t, t \ •-mac t'20 y MANHOLE • � _ _ «.,}Sr q't'r 11.3 • la �• •.. - - _ INLET _ SCUM .._�-```_ _ t ,i OUTLET. " LEVEL • ,Q,.. •- ;' li• :"• • , �.�rsOUTLET - ate- I ., • . SCUM CLEAR SPACE= i CLEAN OUT TANK WHEN --• .-! _.I _ . " „ IS OR LESS OR g B" IS 12 OR 'LESS •• _• BLACK COLOR • DISTINGUISHES. SLUDGE SLUDGE ,::: •-� • : _ :�:` LAYER FROM LIQUID- AT IQUID- .. ••ft�\t r Jif t•+j•• ' _ - - � - t� .�!tf•�,�••` .a.• _ . — ...: •�''t:� '" //' . _ .. ATMEASUREMUL IONS,: .y t 1N THE SEPTIC." TANK DATE TIME CITY OF ORONO CALLED IN b-, INSPECTION NOTICE SCHEDULED /Ogc, PERMIT NO. COMPLETED ADDRESSell CJS ' OWNER erZ4ee6t'-e,-"- CONTR. TELEPHONE NO. DESCRIPTION /�•_ ,� 01 FOOTING 1 MECHANICAL RI 16WELLTIIESTPUMP Q 02 FRAMING 11 MECHANICAL FINAL 18 EXCAVI�RADING/FILLING y 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 19 LAKES IIMOREIWETLANDS Z 04 WALL BD. 12 WATER HOOK-UP 34 TREE RIEMOVAL Q 05 FINAL 13 METER SET/TURN ON 17 SITE INSPECTION 07 DEMO—SITE 14 SEWER HOOK-UP 06 PROGR SS v 07 DEMO—FINAL 27 21 COMP INT 09 PLUMBING RI 15 SEPTIC INSTALL 22 FOLLO -UP v 10 PLUMBING FINAL 23 SEPTIC F AL OWNERICONTRACTOR TO MEET YOU: YES_NO y COMMENTS: a _'Sv ' � v o �e i I' LL X W Cr Q z W ,,�WORKSATISFACTORY PROCEED ❑PROJECT COMPLliTE UU ❑CORRECT WORK&PROCEED ❑ISSUE CERTIFICATEIOF OCCUPANCY ❑CORRECT WORK,CALL FOR REINSPECTION TEMPO ARY V BEFORE COVERING PERM A ENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ppHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED ❑INSPECTION REQUIRED.CALLTO ARRANGE ACCESS. Call for the next inspection 24 hours in advance.473- '357 Owner/Contractor Si Inspector. White CopyMspector's File Canary Copy/Site No ce I v DATETIME CITY OF ORONO CALLED IN �D-�J_yZ INSPECTION NOTICE SCHEDULED /D- -2 . 30 PERMIT NO. L/ -74(0 COMPLETED ADDRESS oZC/ _Zd e- OWNER CONTR. ��t�c2r—r✓ TELEPHONE NO. DESCRIPTION t4j 01 FOOTING 11 MECHANICALRI 16WELLTESTPUMP Q 02 FRAMING 11 MECHANICAL FINAL 18 EXCAV/GRADING/FILLING 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 19 LAKESHORE/WETLANDS Z04 WALL BD. 12 WATER HOOK-UP 34 TREE REMOVAL Q 05 FINAL 13 METER SETITURN ON 17 SITE INSPECTION 07 DEMO—SITE 14 SEWER HOOK-UP 06 PROGRESS J 07 DEMO—FINAL 27 SEEILQ MAI NT. 21 COMPLAINT Lul 09 PLUMBING RIPTIC�TALU 22 FOLLOW-UP J 10 PLUMBING FINAL 23 SEPTIC OWNER/CONTRACTOR TO MEET YOU:_YES_NO COMMENTS: LQ x� LL W Cr ti Z W W W WORK SATISFACTORY.PROCEED ❑ PROJECT COMPLETE W W El WORK&PROCEED Li ISSUE CERTIFICATE OF OCCUPANCY O ❑ CORRECT WORK,CALL FOR REINSPECTION TEMPORARY OU BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. PHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR E CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance.473-7357 Owner/Contractor 9n pite. " Inspector. White Copy/Inspector's File Canary Copy/Site Notice f AZF4� TIME CITY OF ORONO CALLED IN INSPECTION NOTIC SCHEDULED PERMIT NO. COMPLETED IL ADDRESS OWNER CONTR. TELEPHONE NO. j,�, DESCRIPTION 01 FOOTING 11 MECHANICALRI 16WELLTESTPUMP Q 02 FRAMING 11 MECHANICALFINAL 18 EXCA /GRADING/FILLING h 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 19 LAKE HORE/WETLANDS Z 04 WALL BD. 12 WATER HOOK-UP 34' EMOVAL Q 05 FINAL 13 METER SETITURN ON 17 SITE I SPECTION 07 DEMO—SITE 14 SEWER HOOK-UP 06 PROG ESS J 07 DEMO—FINAL 27 SEPTIC MAINT. 21 COMP INT 09 PLUMBING RI 15S 22 FOLLO -UP v 10 PLUMBING FINAL SEPTI - OWNERICONTRACTOR TO MEET YOU: YES_NO y COMMENTS: a O W O W W cc Q 2 W O ❑WORK SATISFACTORY:PROCEEDROJECT COMPLETE W /--.P,LU LU ❑CORRECT WORK&PROCEED SUE CERTIFICAT OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPO RY V BEFORE COVERING I 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 Inspector White Copylinspector's File Canary Copy/Site Notice