Loading...
HomeMy WebLinkAbout2001-P04421 - septic PERMIT TY OF O RO N O Permit Number: 0 Kelley Parkway - PO Box 66 P04421 crystal Bay, Minnesota 55323 Permit Type: Septic (952) 249-4600 Date Issued: 10/3/2001 SITE ADDRESS: 100 North Shore Dr W Maple Plain,MN 55359 PID: 06-117-23-22-0004 DESCRIPTION: Proposed Use: Residential Permit Class: General Permit Type: Septic Permit Sub-type(s): New Septic System DETAILS: Approved per resolution#: Separate permits required: NOTICES/REMARKS: FEE SUMMARY: Permit Fee: $ 100.00 Valuation: $ 0.00 State Surcharge Fee: $ 0.50 TOTAL FEE: $ 100.50 APPLICANT: Hayes& Sons Exc. Inc. OWNER: Stephanie&Robert Camp 263 82nd Street S.E. 100 North Shore Dr W Montrose,MN 55303 Maple Plain MN 55359 THE UNDERSIGNED HEREBY REQUESTS PERMISSION TO MAKE THE REAL IMPROVEMENTS SPECIFIED AND AGREES TO DO ALL WORK IN STRICT COMPLIANCE WITH ALL CITY OF ORONO ORDINANCES AND STATE OF MINNESOTA BUILDING CODE REQUIREMENTS. APPLI ANT PER ITEE StGNAMURE IS UEDBYSIGNATURE Conies: 1-File(Siznitures Reauired). 1-Applicant, l-Monthly Reoorts. 1-Assessine. 1-Finance Page 1 CITY OF ORONO SEPTIC SYSTEM PERMIT APPLICATION Bos 66(2750 Kelley Parkway) Crystal Bay,Mn 55323 `JOB SITE ADDRESS (1 �U O vve be 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:54-fI�w�: �_c,,,,,.P _ Phone Number: Mailing Address: I go e- . City: Zip: Contractor's Name: t_.r,�% + ��s � . Phone Number: 76�- 9f7V_/2G z_ Mailing Address:2�3 2 — s(, S• 1��. City:/9?oin--wsc Zip: -553,rea *** DO NOT 1VIAIL PAYMENT WITH THIS APPLICATION"* * GENERAL INSTRUCTIONS 1. Applications for septic system permits may be mailed or submitted in person at the City Offices; however, permits will not be mailed out. The permit must be picked up in person at the City Offices and work must not begin unless the permit card is on the job site. 2. Permits will be issued only to contractors holding a Minnesota Pollution Control Agency(NIPCA) Septic System Installers License. 3. All work must be done in accordance with the approved septic system design. Design reports are not considered approved unless accompanied by the "City of Orono Septic System Approval' cover sheet signed by the City Inspector. 4. The following inspections will be required for all septic systems: A Pre-installation site inspection to include inspector, installer, and general contractor. B. Tank installation prior to covering. _ C. Drainfield trench installation prior to covering. For mounds, inspection is required after rough up but prior to sand placement(sand will be jar tested for silt content), and again during pressure distribution piping installation in the rock bed. D. Final inspection to verify proper final cover depths and to verify that all pump stations (where required) components are functional and comply with codes. 5. Individual holding N1PCAInstallers License shall be present during all inspections. A24-hour notice is required for all inspections. NOTE: Applicant must initial all spaces. Fill in all appropriate blanks and check all appropriate ` P 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 �fF✓wr h Tank Capacities: 1)_ZoGe gal. 2) CQpo gal 3) gal B. Pump Station(if required) � n � ' � Pump make&model L( P f� �� f (attach pump curve& literature); system design requires -3 S gpm at feet of head. High water alarm make&model kyLw- Outside electrical work to be completed by installer electrician other. C. Treatment System: Trenches: s.f. G,--- Mound Depth of rock below pipe Rock bed dimensions 10 'x Drop Boxes Sand bed dimensionsx�' Distribution Box Pressure Dist. Pipe Diam. J`z- Manifold Pipe Diam. 2- D. D. Final Cover/Topsoil to be: borrowed from site show location on site.plan) trucked in The undersigned hereby applies to the City of Qrono for issuance of a septic system installation permit, agrees to do all work in strict accordance with ordinances of the City and the regulations of the State of Minnesota,and certifies that all statements made on this application are complete,true and correct. Signature ofApplicant Date: MPCA License No. 6O r L-; Staff Review: Approval X Denial Reviewer: G, ax- Date: v Reason for Denial: - ,� o, S SEPTIC SYSTEM APPROVAL � � 0 ORONO COP o 0 CITY of ORONO '�► ' �(4 Municipal Offices Street Address: Mailing Address: `9I;CES140 2750 Kelley Parkway P.O. Box 66 �- Orono, MN 55356 Crystal Bay, MN 55323-0066 Owner Phone (Home) (Work) Address too N, S>`oc., tc _ City 0(00\0 State r^[\/ Zip Site Evaluator koc,►. Sc:1 'fesr.5 State License # totitul Phone# -? -9 a6 37 Type of Establishment: Single Family_ Multi Family Commercial Garbage Disposal Yes ' No No. Potential Bedrooms 3 Est. Gallons Per Day 4 S U Water Meter Required: Yes_ Nom Soil Sizing Factor 0.$3 Perc Rates P-ley P-2 3S.1 P-3 P-4 P-5 P-6 P-7 Restricting Layer Depth B-1 15- B-2 ao" B-3 11" B-4 B-5 B-6 Type of Treatment System: Standard-_ Experimental Alternative Pressurized Mound System �( At-Grade System Gravity Trenches System Pressurized Trench System Gravity Trenches W/Lift Pressurized Bed System Holding Tank W/Alarm Septic Tank Size \000 # of Tanks Lift Tank Size 100 Pump Brand GPM 3S Head Treatment System: Minimum o x y 17 Square Feet with inches of rock below pipe Type of co ring Fabric_ Other THIS IS NOT A PERMIT. This is a design approval form which must accompany the site plan. A permit must be issued to a licensed septic contractor prior to installation. NOTICE TO INSTALLERS: Any changes to the approved plans must have prior approval of the inspector(952-249-4600) Call for inspection 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 the primary and alternate sites are protected. NO VEHICULAR TRAFFIC OF ANY KIND is allowed within 20'of tested drainfield sites ever. ACCEPTED_ DENIED By the City of Orono subject to existing regulations and the following conditions: A\ko— tk-!" o�- CAN C)b 'J� -VU C\0/0 Slam dor r-o.,,. vc By: Matt Bolterman, On-Site Systems Manager Date Telephone(952)249-4600 • Fax(952)249-4616 www.ci.orono.mn.us ;�Jcllls Bali Yewswag P.O. Qax 81 Laresta, MN 55357 1 0 to 3 fa R Tv-I: 101P.1473-2,037 �P �\ G po 1 aLi U �. SO IG C� �X c"I /�c�-e�r✓� - � may✓ a.a CIO, Robcrt A' - Koch #193/1429 rw+u1Y {r 0Zowmd^a J P.O. Box 81 Loracco. MN 55357 7a1: (6121479-2637 %o� A �_AJ 3 cl /gig/01 � 5 L.,.:, ll -_ .. --'_....._.. 110 Dp4-0— - PBRCOION TEST STET- .a Hole Date test hale was prepared: f#� Test We lo`ation 1� � � inches w inches Diameter of hole: )epth of hole bottom: r 2 a - Soil Data from test hole: oil texture: 2P :,o;l color J� --- --------- _ 'Z►- *depth of pea size gravel in bottom of hole: niches Ma/nod of:crau:tittj y:deW�l'=•-� -- " Z above hole bottom Vz/ f21 Depth of initial water fillip Data•and hour of initial water fl-:fnb: �/ ��� hi::ltod used to maintain 12"of wale! th in h le for 4 hours-----::2percolation test started at (am pm). percolation test col ductedby; inches G I/' lvtaxunum water depth ibove hole bottom during test: WATER WATER PERC RATE conversions INTERVAL WATER DROP DROP CALCULATION 1116=.06 'TIME (MINUTES) DEPT~ (fraction) �decimal) 3 vs=.13 C1 ✓ 'n RT � ---- ZIM D7ZC�1�� i I uc A 3116=.19 - r (O.c inial) "r ----- -- ------- y_ 114=.25 aq j3 30 3 �z- REFILL - {-� ME DO RP TI (Decimal) YLKC X16=.31 _- .— o 'L _-3---- ---_�l�- -- - - J 3 _ O'd 3 / C' 3/8=.38 REFILL _.t�2_f�--. 7/ F1ME D120Y� y>C:KC _ J ---- -- FSB--- 7116=.44 �U REFILL -- 7 k -r•jMf OK OY YGK 113=.5 G - ' //G(o ---- -- ----- E 9116=.56 REFII.1.. ---- TIME L7KOY (I7ecim:,1) 518=.63 r 11116=.69 TIM--E I�KOY Yf�KC i 314=.75 I- ------ ------ --- G -_-KC 13116=.81 ....L _- ---••-- -------- -.�:� _- 718=.88 REFILL --------- L - 15'!'=94 --- —. 1 'T'IME UKfUk• Yli1iG --_ -- Ten Percent Calculation * 33--`f d77rr✓�,/��" rgeaa o - mr rwa• a.rTCTi— 'G.:.nce.a �r•4-Yl�' ra.r caa oWn / � � x U.lt► a �_ �-isr�lawa N �a a..i2D� mar►►a:si p a.� Z"1<SR%m 1/I �/ x U.al/ x O_1l► � _. -- ti..:.-1l. a JV vl'1:F"T if the* top number in eactr sat of boxes is larger than number thus r they port rate. take, anoltic�r reading- es the b1 11_j top numc:.er is equal or sm:lller than bottom number, riverage the three numbers fo FgRCOLATION TENT SH$BT }tole IE �'� Date test hale was prepared: o zg inches 'rest he'e itv.abort , ° r)eplh G(hole bottom: inches Diameter of hole: soil Data from test hole: pit color soil texture: �JJ /G VR z 0. _._..._ Depth of pea size gravel in bottom of hole: �- inches Me(hod of a cratching sidewall: _above hol bottom 9� p,/Q/ Depth of initl water filling- Date and hour of initial water filling: � - Method used to maintain 1T'of water d thin le for 4 hour Percolation test started at (a ym). Percolation test conducted by* G� n / q inches �! 7'/�a Maximum water depth above hole bottom during testi No conversions WATER PERC RATE WATER WATER DROP DROP CALCULATION 1116=.06 INTERVAL DEPTH fraction) (decimal) -IME (MINUTES) jig=.13 G TA RT / DROP ^1'�RC 3116=.19 va=.z5 -3c) _ SCS—Y3 3J REFILL 5/16=.31 - ------- (Decimal) 318 z.38 C 1.! Ra (:LL �--' 3�e -� v - DROP YEK �J-�-- ---- TIME 1 -- 7116=.44 30 ©� _t 0 C(-/- 112=.5 TI ML DROP YL ftC l!d ---- �-- --- E 9116=.56 30 /! �! _ f+. t'•1.t. - ! 6 T1MF_ DROP YGKt 518=,fi3 11116=.69 -- ----- IME F. . T1>ROP PL=FtC - E?I l•L ---------- (Dccimwl) G 314=.75 REFILL --- IFME ISROY� YL1tC 13116=.81 (Decimal) ------•-- ------ 718=.88 :xE I L L --- L>kz6p� {�LKC 15'•`=.94 MB -------- (Da:cimal) Ten Percent Calculation ✓`T/ _ ^� � � rrlysra o-1�77Z'I? mr t ar ya �r4 "Z` mr oaa u o 3 6 T�::�tar �y y u.laa V 0.10 m � �rn—.w ¢at o ) � B.1E.F C. � rrl{ta,a K ar 1 � .'n.rll.•yt q u/'—U�1`I' �.� " mrllasaa asr%m J�iL a IY.DaI r � �.s•rllr:wl I!i.R•iTX• Ai--X C: > ------------ 33* r. tawi rra u vake: s sal � reading. ,he nar � opnurnbe eaOfbxe average he three numbers for thO pec cch bottom number. fi. l.i SGii Testing Box 81 Loretto, I° IN 5:5357 h 479-2637 - 763 T)dre "1i24/Ol I`1�ririe - te'phanie Camp 100 Nortif Shore Drive.. ClriiriU,ii�lir►ri. Job Site ,.hove Address. pre5erit cirarrlf`reld gas d�-ter-nlirie riot to meet the reqs e ui coot o za ttitir faceseparation ~ Therefore t ie �attarn of ttiV treifch to the tnotiled Sall level and was 8 this systeni does not meet tile current Minn.. Rules 7080 and tyre City of oron 0 cum Cadea. SIrCt'Blitr fr`tGti-a'i` site as tested to determine What type Ofdra.irlfield could be ij=willed �irrd still .oasply'4'Y•ith tide -at it local codes arid d1e Mian. Rules l��t�• Itie sY u flit Wc?s tested is located ��est house of the . T: y (� 1 t : �+ i�\f.^GCr�`• f{V'�-y `=i ' 1. rate rri this lL•t��+was 39.1 Ininfi\r. tiro depth to Inottlyf ed soil a;i at -l.S IU.). d►v fw" tests find soil orings forthe details. *Njottled soil is consider the high seasonal s'�that i the minirwim depth to mottlea S,) 1mist be at (Fall and Spring). The Minn. Rules 7080 state 48 inches or deeper before a trench drainfreld can of �ld dist Cfrtl be. instal in t+iis area is ,fjleref`ore with the above informatrort wiz anl�, type a ter s.�i rized mound system and still comply with the Current codes. .t.Yie size of riraurid system"Ceded for a 3 bedroom dome would be too fbll0wirig Sizing Factors : 1)Daily Water Usage --450 gal/da%,, y) Pere. 'C Mange --46-60 jairihn. ( Clay 1,0Lulr Stii1 .F�ittor j 3)Lucid Stope--8'}i n`° .ft. t��`erall srI.4--.�-��� sq .ft- Lerf9di--63 It Dokva:911ope Length --77 fc.. Width---481 .(UPs10P0-1lt-Pock- loft DoVAIslope--27 a). Absorption] v+lid li - 217 . iivs:h : - -7> f3t':'i Si-e-- 410 sq, 1t LerigAlr-41 it.. Width-- 10 it, for the d::=t'�kils. Amount of materials needed; Swid--215 yds. 300 tons Ave. Depth-2.2 I Rock— 16 yds 23 tons 1.0& Sandy Loam-- 35 yc6-. 1.0& Topsoil -- 120 y&,. --- 9 -- 12 inches The above amounts could vary by plus or minus 10 This mound must be pressurized therefore a pump tank-aad a pump is needed; Size of pump tank----1000 gallon Size of punip ----35 gp.rn(roust overcome at least 15.6 k of head press.) Pump' Rate --130 gaUcycle (4 cycles/day Ing Note: the perforated hole size must be 1/4 inch in diameter spaced at 3 *et apart in order for a 35 gpin pump to be used. An alarm system must be installed in the house to indicate pump failure,this must be both a sound and a light alarm syslem- ianl-a ii-le.dedjwo-1000 gallon sealed tanks. ii.. e tactics; s h(-uld 6 1 paniped od every 2 to 3 years,this practice will enhance the life of the I 11101AIC k'y�&�111 '11-iis site should be roped off to prevent construction traffic from compaction the site-which will result in ruinitig the site. Evaluator 4 . �. Robert A.Koch M.P.C.A. # 193/1429 •4 a �� s ' ! 3 � _ u� 30 k •�1§ 1 (.��.A gy j, LL- loo ,JCjpv�a >, } k ;� .»LUucxol • � '1'nrilca 1 fxonl proporty l.ltjv f horn uu:ll �a T from buil�ling� D '['raa;tment Aro.ai i Yrbrn.l,-kn,j _ (Z•om atroamo Cram un 11 n_ from propnrty !lima �LO !Tarn Lu.j 1.l;n;;n from trooa 0 laoft i A cJ R-T-(c� S � �1� I/1 UIQ Z:a DESIGN WORK SKEET (For Flows up to 1200 gpd) �` A-l: Estimated Sewage Flows in C-Q!Irns pe, j number at ~-- ; d bpd (see f1gl�re A-1) 4 bedrooms Mass I. Class 11 class III class IV x 1.5 (safety factor) = gp 2 30Q 225 ` 130 6" =50 300 i .18 :t thin d 600 375 25 values 6y_fI C TANK Capacity � 5 750 450 2414 in the 6 900 525 33)2 Class 1, r �.9 7 1050 flail 370 It,or III _ ball.ons (see igl�re . -1) �J 8 11 j 1200 7 408 columns. C. °sOil-•`-> (rej-el' t0 Site eVt7111at101'1) G1: qe"l i['idi t+ t:itic;(iu.utlotIO Number of 1Lniutvm Liyui i I iyuiJ uap tcits kith Li°luid ap.'it u ith dis o ala 1 feed d,, °� Bedrooms Ctt:=. it pitrn: t:i:;.�iusal r 1. ll, oth to restrictirLb layer = ' . liftitwae 1�..pth of ercolation tests = �' feet 3 or less it3> BOO Ct tiara. ' 1 p � � / ��30' �"� tc�o ttonQ p 6i 4 (p G� 5 ora` 'm- '_ �0 3000 i`_;-Cb�0 tion Cat_I° � Mp; t�L(�s �""�' ! 7,R or 9 3000 3000 f 1 �t. 1 loading rate 0m q 6 gpd/sgft (see f giire:D-33) ,eIt land slope- eCa % ' l 1_?eYE.I? DIMENSIONS 1 i E�• -�c� by 0.83 tobi--.in reS�,� -red rock l aytY � ,'_;.''_> �= _._:.�..1• s ,.,L C �•' ,y,fie �,,�� `"'�r' .� c.:• ''1r _ "*).;,3 L.iIaUing Rat.-?- OL 1 7t t t vi c)U r iAll 0 � s VC)LUME I i.il.tip.y rack area (D1)by rock depth of 1 ft to get cubic feet of rock sgft x 1 ft =4/h� cuft DMJo Jo cult by 27 tuft/cuyd to fret cubic yaxds /ate _ cuff 27 cl.y'djcuft = 2__ _ �.uyd I 5. Uh.,pI_y cubic y<:rds by 1.4 to get weis�it of rock in torts } -16)— cuyd x 1.4 t«n/cuyd = 3 tons _t t U-33: Absorption WiLIt11sit::t,{'1•::ti1e i1•. SEW.-.CE ABSORPTION WIDTH Peru,lawn'l.atc MMinutes Inr Sod Tex,— Inch s sas�,.:. i r:a...• ri i If Faster than 5 l i',,..rw�:,,,.1�' .-J ^_ t QU t i alh '" equals �.,,bs�rl>tit_r:1 ratio (See Figure D-33) t ;;'.; ' ;;u' .- i a3tr Sitt L, u _....._ >i ( �t1U S11.—_i_ r '� I 1 1 _ it: _ —Slower lhai�I "' - i I G. MOUND SLOPE WIDTH &LENGTH Landslope > I% slope (landslope greater.than 1%) r.,•••...�-gym. s;•'.fit;C >w{-over 1".._, ;+ 1. Downslope absorption width.= absorption width (F) minus rock layer width (D2) 1 = m aClean SanrJft 1°p5°'' � ft v ft = 17 ft t ration h _. Ruetrkting Lacer e Upslofx width(C2d1 Ruak lVidthtD21 D`+`vn+loty l\'idN(G2n C 2. a)culate mound size " " UPSLOPP- /l r t O° Z7 a. Depth of clean sand fill at upslope edge of Al-q'ine,,oalett.S,n4,F1 rock layer= 3 ft minus the drstarice to restricting layer (Cl) 3 ft- 1,3 ft= /< ;ft b. Mound height at the upslope edge of rock D-34: SLOPE MULTIPLIER TABLE layer= depth of clean sand for separation (G2a) Land UPSLOPEooWNSLope slope multipliers for various multipTiers for various at upslope edge plus depth of rock layer (1 ft) in slope ratios slope ratios plus depth of cover (1 ft) 3:1 4:1 5:1 6:1 7:1 8:1 3:1 4:1 5:1 6:1 7:1 -1, 7 ft+ 1ft+ 1ft = 3i.2 ft 0 3.0 4.0 5.0 6.0 7.0 8.0 3.0 4.0 5.0 6.0 7.0 C. Upslope berm multiplier based on land slope 1 111 3.81 4.76 5.66 6.54 7.41 3.09 4.17 5.26 6.38 7.53 O (see figure D-34) 2 2.83 3.70 4.54 5.36 6.14 6.90 3.19 4.35 5.56 6.82 8,13 d. Upslope width = berm multiplier (G2c) x 3 2.75 3.57 4.35 5.08 5.79 6.45 3.30 9.54 5.88 7.32 8.86 4 2.68 3.45 4.17 4.84 5.46 6.06 3.41 4.76 615 7.89 9.72 upslope mound height (G2b): 3.0 3 x 3.7 ft - ft 5 2.61 3.33 4.00 4.62 5.19 5.71 3.53 5.00 6.67 8.57 10.77 6 254 3.23 3.85 4.41 4.93 5.41 3.66 5.26 714 9.38 12.07. DOWNSLOPE 7 2.48 3.12 3.70 4.23 4.70 5.13 3.80 5.567.69 10.34 13.73 e. Drop in elevation =rock layer width(D2) x 8 2.42 <3.03 3.57 4.05 4.49 4.88 3.95 5.88 8.33 1154 15.91 percent landslope (C5) = 100 Q 9 2.36 2.94 3.45 3.90 4.30 4.65 4.11 46.25 9.09 13.04 18.921 ft x _ _%_ 100 =d•V ft 10 2.31 2.86 3.33 3.75 4.12 4.44 4.29 6.67 10.00 15.x. 2333 f. Downslope mound height - depth of clean 11 2.26 2.78 3.23 3.61 3.95 4.26 4.48 7.14 11.11 17.65 30.43 sand for slope AifferencE (iY.2e) at downslope u 2.21 2.70 3.12 3.49 3.80 4.08 4.69 7.69 1250 21.43 43.75 rock edge plus the mound height at the upslope edge of rock layer (G2b) r ft+ d• S ft=4 5' ft g. Downslope berm multiplier based on percent land slc, j3 (see figure D-34) h. Downslope width = downslope multiplier �; r Upsk,pe width(G Ft) (G2g) times downslope mound height (G20 ` I r� X iJ ft =�ft m Rock Bed Upslope Width=dl Upslope Widlh(G2d) Width(D2) ft i. Select the greater of G1 and G2h as the Lengtl,(D9) f r downslope width: v? ft Downslope Width(G2i)�� ft Absorption Width(F) j. Total mound width is the sum of upslope r width (G2d) width plus rock layer width 77 ��^�jr---,, - 1 (D2) plus downslope width (G2i) Total Length(G2k)�e 'tl(r f t+ l0 ft+ .? ftft k. Total mound length is the sum of upslope width (G2d) plus rock layer length (D3) plus upslope width (G2d) ft + `-// ft+ // ft = feet_rcf -4-lt - 4- /EA.:: )3077-0"" Final Dimensions: r x ;- I hery -'erl int that I have con.Meted this work in accordance with applicable ordinances, rules and laws. A (signature)1 l7 (license#) �- l (date) PRESSURE DISTRIBUTION SYSTEM Geotextile fabric 1. Sef,'+:'t Dumber of perforated laterals (quarter inch perforations spaced u' -.7, -- 5, rt �r',r'CliI `Shot perforation spacing=• ft Perf Sizing 3I 16"-1I 4" ::e perforations should not be placed closer than 1 foot to Perf Spacing 1.5-5' i h,. edtie of the rock layer(see diagram},`srlbtract 2.feet-from th. rack layer length. , � wa E-4: Maximurn allobie number of ta4-inch perforations _ per lateral to guarantee<1 0%discharge variation Rucr layer length 2 ft ft perforation l ( spacing til,.e the Number o:spaces between perforations. ch 1.3 I, ide thu longth +'3) by L�rforation spacing(2) and round feet 1 in5 inch i.�inch 2.0 inch to n�,Arest-:hol_e number. ii 2.5 8 i 14 lly. .,! 28 � Perforation spacing-- ft= ft= spaces 3.0 8 13 Il �NN1 26 NLt fiber of perforations is equal to one plus the number of 3.3 7 12 I !j 25 4.0 1 11 + 15 1 2,3 l :tn-ioration spaces(=). Checkfigure E-4 to assure the number of cmlr;brativrls per lateral guarantees <10% discharge variation. 5.0 6 10 14 22 spaces 1 = perforations/lateral E-6: Perforation Diucharga in gpm ;). A. T i',ti-l nun-.ber of perforations= perforations per lateral (5) iLA-lc'5 et' Clam+`:r of laterals (1) 1,f1 i f4 heac1 - l:i'; ,)eriorations • i30Z rZi_ :OC-SU1"",�, t 0 sci-fi a Use '..0foot.rl " � lu re soot p:;ex'perforation�mock bed area number of perfs (6)� ' e,b 2 0 5 , ,asdit- �, erfs - '7 P sqft,/perf —_ mine required flow rate by multiplying the total number of r . l.r.tions (6A) by flow per perforation(see figure E-6) ;%%'" M; :_ -"2-fs x a-t?.__€>pm/perfs=�� gpn� em� 1 l..t2ralS are connected to header pipe as shin'r.on upper �. ni-,Ie, to select minimurn required lateral diameter;enter r� u1 pp m.nw, f is a .: E-4 with perforation spacing (2) and number of perforations Figure E-1:Manifoid lxrrl4ci atEnd of System per lateral (5) Select minimturn diameter for �_- __._ t.l torated lateral inches. �enaecY p '' r r.gul9 E-2:Maroold Loafed �l h the Center of the System -- :�. If perforated lateral system is attached to manifold pipe near % 'g the center, lower diagram,perforated lateral length(3) and- number nd number of perforations per lateral(5)will be approximately one hail'cif thllt in step 3. Usin these valPs,select r-tinifinr�rrt �- i ter for perforated lateral = - inches. t o o P that I have completed this work in accordance with aGable ordini) cE`S, nlle'� find l �V � lJp,l , " aLe, PUMP SELECTION PROCEDURE 1. Determine pump capacity: A. Gravity distribution ;h Minimum required discharge is 10 gpm 2. Plaximum suggested discharge is 45 gpm. For other establishments at least 10%greater than the water supply rate, but no faster than the rate at which effluent will flow out of the distribution device. B. Pressure distribution See pressure distribution zvork sheet From A or B Selected pump capacity: �� gpm 2. Determine pump-head,requirements: A. Elevat;on difference between pump and print of discharge? soil treatment system &point of discharge feet B. Special head requirement? (See Figure at right-Special Head Requirements) total pipe length feet2A. elevation inlet -� 40 difference C. Calculate Friction loss pipe < 1. Select pine diameter .in - -------------- ------------- ----- 2. Enter F1'8-ure E-9 wi.h g-prn t1A or B) and pipe diameter(Cl). Read fricrion loss in feet per 100 feet fro i Figure E-9 Special Head Requirements Friction Loss = 2-d C' ft/100ft of pipe Gravity Distribution 0 ft 3. Determine total pipe length from pump discharge to soil treatmen< Pressure Distn Fulfions 5 ft discharge point. Estimate by adding 25 percent to pipe length for fitting loss. Total pipe length times 1.25 =equivalent pipe length E-9: Friction Loss in Plastic Pipe Ga feet x 1.25 = 1&5 feet Per 100 feet 4. Calculate total friction loss by multiplying friction loss (C2) nominal in ft/100 ft by the equivalent pipe length (0) and divide by 100, pipe diameter flow rate 1.5" 2" 3" -� ft/100ft x -100= C>,2, ft pm D. Total head required is the sum of elevation difference (A),special 20 2.47 0.73 0.11 head "B), and total fri tion loss (C4) 25 3.73 1.11 0.16 i + S� ft i-_ � f t= 30 5.23 1.55 0.23 35 6.96 �2, 0b 0.30 Total head: �--?.� -feet 40 8.91 4 0.39 �. Pump selection 45 11.07 3.28 0.48 50 13.46 3.99 0.58 / 55 4.76 0.70 A pump inu�t be selected to deliver at least -�S 9 m 60 5.60 0.82 (lA or 13) with at least/ feet of total head (2D) 65 6.48 0.95 70 7.44 1.09 t h by - rtify that I have ompleted this worl.;n accordance with applicable ordinances, rules and laws. 9 i (signature)/ 2 (license#) 7 !/ (1 (date) Sizing of Dosing Chamber _ce Area W-1 Afth kectaati., < >..a : L x W sgaaare feet k _. Lea Circ ie=.rare"_n x(Radius)a D.14 x x =-square feet ltadiu� Y ar =Get Surface Area front MaAufacturer n=3.14 _ square leue 0 :late GaUorls Per igica I -t-Ir .:3 :•ailons pct--ubic foot of volume,therefore you must multiply the area firmer the a1.ivide by 12 inches per foot to calcaxlate gallons per inch C! gallons/inch �U����T - C p o Estimated Sewage I--lows in Gallons per day I it-Gams to Cover Pump(with 2 inches of water covering pump)- d1 Number :'lyp�l T'ypell eTypeUl T cra.S) X allorL§/IrtCla of Q o gallons "- 180 so 218 °Tota P'um pov i Volume �> d 294 yr .i f:�'uF ftp life se_t ect,,ump size fcr.; 05 pump operations per a . t: "--101 s pe:.-tie x 15�x , 370 40, p'.. iX : Ler1t3'Si&v'k ,L a. Aback � 1 .,�;lyiJ.'u,per au5sr f o fl..,.;,- �.3 ti Total gallonsc"ttlai Volume for Alarm!(typically 2 to 3 inches) pt.;-t irn)xallons/ink.= gg gallons Z �.� ;�t_ortaaztendedl: jo 0 Inlet t:."-IUate Reserve Capacity(Vlo the dailyt osu) pipe Y. Rosetta E: �.�:aca� Daily flow x 7-5 gallon ^rs _ c,. _'�.. _QnContrQl h , goaat+gallons alarm+(gallons reserve) t - r 5 � �,' �� y- � vt• ;�d' b- �`� galloats4 ��'JGc) •r'.e- by-aucst t per inch) C.,O �/ � s G� s T C �°P } Mound Dtsi-n i2"Co.tr Gea:e+tile ft�ric h�C. C� S?ode of iand Ceacr (crtss) _,�� lc•-77,� '' 2 e n coy `t Mcun� Felo fiF" } fio.ti sl ould Ee cic�n and ;,'•t"to 2 U2*' a � Clete St-d { , Sand uppslope Sa=.d do•.�rs'o-c r.idth %id h p Upslope Wim ViC h of Rockbed 2 7 DoNNns!ore V,id:.ti .ice Toul �l'idth Dcr•th to nor.'i:g,c:c. } Rater table,bedrock,or mottling - �!'•r}�sre^e-,ls r=-e in feet 0 _ i th sus' �p vt YIL _A Rocllb�1ec�h�� , — 77 e . . v I 1 �-- Ferfcrc;r'c,�s s��cced un r.rr 1 -2747 r,7y be ; v,r� 6 7/32, G.'�I � �� 15 j \ f Jit;✓� Cf I t ��ttGrl "`.\ ► t,l' °t ;, pu to : of F 1 d c G� C i/ •�: i � n {-^� V Flp¢�fra cf F pc,rr,,�;� c c,r�er 3 -- 0,.-,� L(it ercls for i Lof i'cr,'t:r�'tCc, l ti ,} .. �/ li•�.i�/�^l^. 1 'I ) t,ir•i ��t /'i..•�� �i•/ i>li✓l. iJ i I i »b ta.+Lk of chis size should notbe installed in a situation �,ny dra.inback occurs. For example,with to gallons of orainback, puP,) would deJiucr a net of only 2 gallons per cycle.If drainback III.:tlI� ��ipe between rl e pump and the septic tank were 9 gallr�ns, me f)UIa a would continue to recycle continiaously until it eventually buxit.,;J Lt. Whej:,-✓er such ai tamp is used to deliver raw'sewage to a sepuc tank, dose vollut e should be limited to mininuze the impact on the pump. Sime...- a coazzparnracn(cd "—or two tank;,are usea,the volume 5 k of Ehe first twirl-volume. Also, whenever sewage solids : e pua ipcd,there should.be two septic tanks in a series to provide fur:..;--qa ate solsds sep6aradon. A c„i .,,i,,_f,,;r,,;sr:g si.:lu-i with a tank.,pump and controls is shown ijr k=::'-: � r_; as.:� it i-'-s 14 more detailed forma.The purnping tank ✓:.Crrn gtit "d c(.,nstrac”. of m awrials that will not coxrode ay, l,c Aar: tzlioli. slA::.suld be insu&,d w the�;r:a d stufacc but —y, fa:saenect or locked so char unau&wrized persons-can't get Tk ,,,,A..,,,Ra,,,,A, • -•.eac�:ups,�+.sx.•wanx,.:,...mm+,ua+-.:eouav�meee.�.,...�:,<swc�+�r.�,�,.+,.. ,. aAM WIRE An�.�//�.',t--sJ,^^i y�. �j";) i*-,ef�,.pE� p8ph,�d.'6..a• .i�.I fr,. Y!'�$E`b16.ti 6kAUTr ea:�fla. TRY 4�,.° x _.. � 3--:a���ti!1N Gni fii►���=;� Csust e aaIt DISCONNEL f=d8"E6i a Ptlr+aP PC11dER MR 1; LAJD 01*4 >: ���l�t�ot�E d16diFt"iicn �LL:�E YhC::rn a tip p 6�-'sl'!C tt0PE Oil CW1.4% 1F Pei- WITH �a3' T..r,�i BE L04v;:1P ALAI°+:•F1,OAT CON SEFiwtxSE yi TO Gr c ELECTRICALDRCud r`e� Dr.MN .xWEEP � f : ' ; TER A+.e.Cc�! S£�df�� - _ L t'vL{iY ,� j - 2 Ve t a . . Lon of. SCi� i Borilnp.:s. .;. rs-r, �i v vJ0 Or ji CIE lir -- ---- ,�� ` Dat by � � �� _-,-..—„...A.:.•�- y "0 �SCJ Cii,; triC.at1c:j Sy,,Ca1: /1 � L�D� ". .^. Unified' } 01- Tower 9 Flight. °or Buc)tet or.t �r ”^� r"�0,g nultiber Dept:a, Boring number j - in Surface ejcevat.l-on �3. .Uri:JCt: c)eaation �,� feet lo N j i I I i I 8 I i � + t feet. End of borina at - bii Standing water tablt!. � o`_ fust ui' cle; r.'' , depth, Prevent at � hours cIcrp-r boring. _ hours _ ----- Not present in born; !tui in Lorin=, hole s ! mottled. soil: ! s `t_ y Observi!d ;1C UE t.1 t3j�C !. {i { clot pre..� nt 11: b ,t �.• 1�:�._ _ _... ._. C {�J}iCL'Vi1L1.J11i .111+.1 Logs of Soil Borings b.00 .1 :.DR U Bcr i.,�.s made by ° Date -nifi.ed Cather C?a�-s ,f..catic'n System: AASHO USDA-SCS 9 9 �* .�-- --,----� le er ased (rbhf.n- two) : Fund ,- car Power —; Vligh __,_, 'or Bucket V e otbe y` R. Grp; r,Zrica� llunber- Depth, Boring ztuiji:Ier w in ir> Surface elevation p o Surface ale-7atioE� t f eet s � 1 4 7 i(1 1 1 d �— ' � I t feet. End of boring a$ _� rl_ water Carle: Star:dirrg water table' feat of d•_pt!^, j � Present at f� t of hc'I-brs after boring. � hours a_-Fcer I nC in borIng hole � ! Not present in bor'ix,;� ho:'= - . - - { iMottled soil: d of depth.. Observed at faLt in bo' ing hole — I iNot present in boring hole u r._ou s anA. coments �'3s r,r:I r tlL�s 1a C LI LIIlIIL:1L 1 a 1 PEFC3LATION TEST SHEET Test w,e lorrtion 1,0G /r/<< I Date test.bale was prepared:—/? Hole L1rpttt Of hole bottom: inches Diameter of hole: inches.; Soil C)ata fror.'t test hole: a ' dex.�t>, :➢:,,fr soil to YM. mil ator Me.a,o,i of:4:ratching sidewaIl: Depth of pea size gravel in"bottom of hole:�� � juwhes Date.,;id ho,�r of Initial water Depth of initial water.fil in,g_ �z oYr hplC ltQttQp� lkfetllcd usrd tJ�tuirltaiati 12"of orate. th in. le for+ltaoeil� ! > r i'ercottion test conducted by; . - Percolation test started at ✓� `{aril`[: in Maai::)um water depth above hole botcom•during testi G Inches WATER WATER PERC RATE C0tlVel i4flS INTERVAL WATER DROP DROP CALCULATION Tfde:c= (nelr4UTES) DEPTH (iractic,n) (decimal) 1t16c.06 �jj C(- 118=.13 START _f // -Q.^ bi � ..`_•1 _ �- t-5KC>{> _-- - '__ (Lloa imat) 3116=.19 I' moi_... Ki�FF`LL _ -/`—// �� —� -- �. .�d— '.•� 1/4._.25 -:5 1, 4g 1 _ O ��(} TIME 1:}ROP 3>F.:IiC .---_... FYCL:>.-cimal) 5116=.31 _ Kis F':LL //__-- -./_ 1 �qy -{aN / L��`�- -L/_•_1L"--- IME �5. CSP . 31t3=.38 --- ------- 7116-.44 TI M L I.;wd7p -1'L{ C 112=.5 -------- ---------- (Cyocima..l) 9/16=.56 . -------- TIME �.>tcOY ➢'L?.IiC I _. KLiI'u_L ........ 11116-.69 .. TIME - t {-:U➢i>u i'1-�iiG _— —I ----- 314_.75 _ � is➢ r.11... i _ _.-- --- = - 13116. .$1 TIME -I',➢ivY Frt.FtC j 718:.83 Ten Percent Calculation 3,lp,tJ yY� iA)/1A) rE3, - -3 4, x-314 37 _ -3 6. L l J d' .Git�i�'-II"C "��.:1CT.—i-w-z.-r'7fT`ra i....<�.,,.... +t-!"i_Y�r _c, ,�ie:-'e a r.fCYiI? ...rat�ac ss oit'-YFF•`F' �....<e�<-m, .v <,1'�-x>F�l� ti. X—yrxo u.°u _..:�'�.;. .."eJ<:t:'i'C:- `a C-r.r1l-moi J�ul"I'Y't:� r:.i•:i_ui'1�/`1=Z�7-Y� 5::::.ii� -i<":1'T_.:7a' _.__. .,.,mfwr in i-,ach set of boxUS is l.:>rgc,r tnan the bottom nurnbur tt,on t:.,F•tis <,n .➢r, ,r 'ids ,cling it tnu .-,u; .,tsr ,s equal or smaller than bottom nurnt.>ar, average the throv nurit-irf, ➢,.r rr,:s p; rc rata. PERCOLATION TEST SHEET - y `. 'rest ho'e location Hole# Z �3at�,te t h�,Je was.l�Fepac d: J , ��iE+ Depth of hole bottom: l Z inchesplangekergf hole. � t t e � . Soil Data from test hole: sten 'soil texture N1etil od of a cratching sidewall• J 0:� Depth of pea size gravel in bottom of hole: �- ictehes Date aid hour of initial water filling:??1Co�d'l °MDepth of initial water fillip n above hole bottom 11lrthud used to maintain 12"of waterde t in It I for 4 hour*- Ferculatiun test conducted by; Percolation test started at�_(am m). Maximum water depth above hole bottom-during tea. _.. inches '711710 f INTERVAL =. WATER WATER DROP PERC RATE DROP CALCUt.AT1UN TIME (MIND i ZS) DEPTH (traction) (decimal) START �Y---- ---.- -�-`---T---' � •--- 'TIME. - CDc�imul) 3t1�,..�� .. �"- 114�2512-3 R, IrIL.L _ r (� `t'� --- ti ':t:ZE I>IiOP I�I�12C C J -- REFILL 3/4 / 30 _q;2� m �_ �✓ Woz.3 `Lr TIME I73iOP YC:ItG .,�— — --��•-- --:1.---`_` ------�-- —d.��-- - 7116_.44 REFILL -------- _ - TIM* LUFtdI' I'!`t<C tt2_,5 -------- -------- ---------- -_-- (Decimal) REFII_I. -------- _ 91tfic.5b • -------- --TIME I?ItOP YL'•t:C ---_ -------- 518=.63 -__^--^--- ---------- (1-�c� mal) REFILL I �` 1 TIML. (DeciOmal) riL•'tiC -------- ---------- --------^- 3/4--.75 REFILL -_------ TIME DK4Y }>LF:i_ 1116-41 ---------- ---------- R EF I L L -------REFILL ___ 718 U - - - ..------- -------- TIME I?itOY�IzrSt!C 1§'1'X.94 ---"------ ---------- CDcaimal) Ten Percent Calculation * 73 7 L.«rµ.•.:�..-a f ^TrCu-1—f— IF G11-f t r<,::�...',e:r l`Y•'C.- ..: s.;err--�. rT-,r-�e"• — r r µ.:,.4+�r'�c=t:rlt� ��,ae::-»,'u:r-Y`•':-Ie"' .".'_ I1 it— tc.p :lurrsbor in Hach seat of boxes is lar=ger than the bottom nurnbt r thurl uAko 4,r,,,tn jr ruacaliny. 11 tri v t�.;. nun-.c:,dr is equal or smaller than bottom nurnb<*r, averagca tfie three nurnbers tar ir,c, perc rate3. 1 - PERCOL.41 .T,ION TEST -rest ho'e lavation�/00 P)*,LTA /v Hole 3 Date test hole was'PTC ..t Depth cc hole bottom: Z inches Diameter of hole: niches ,` �. ' 'Soil Dain from test hole: soil te[}xturre 1 r val for dP�7'tlti. Method of:.cratching sidewall: .— Depth of pea size gravel in bottom of hole: ietiches ��Z�2 :3 _ _above hale bottom Date rr�d hour of initial water filting:'`t'-'.�—_'�--�epth of iaitial water filIin Tvr#;thod used to maintain 12"of water th in ole for 4 hours; �~ Percolation test conducted by; Percolation test started at yam"` (am Cpm). Maximum water depth above hole bottom-during test inches ,/��710� WATER WATER PERC RATE C04YMIDIIS INTERVAL WATER DROP d ROP CALCULATION U16»•lYo TIME ((tatll-JUTES) (traction) 30 q C) 118=.13 �C, - S"1'A RT *jet -31 � ` TIM1= � L7KG>I� 1'Li I2 Cr -_J � --��--`_J_-. CDccim ni) 3116=.19 � IE /'4 � 1if p, TMI7t,c I" YI�rZC cDucima+t> 5/16..31 1310 KLaFtLL -Woy� S- / 30 - t�C"_f:_ . 318=.39 __ o - +-�_ ` � __ TIME DKOii T�F-.atC - ------__-- - - rDecimutl _ 7116=.44 REFILL --------- -------- --------- -------- ---------- K L F I I.:. -------- - TIME I>ptOP PGKC 519. 63 REFILL — 8 11116=.69 TIME I>KOP� Pl:-iiC -------- ---------- -- ------- CL)t>CimOI) _— REFILL -------- zit i= — � 'I>I kC 13115=.81 KEFILL ________ _ g 718=.88 "TIME i7 FcOi'a.. iTi'�:icC 15'!'„94 ..------- -------- ---------- ---------- CL>ccirr,al> Ten Percent Calculation �.� �t��/J3 o `•C «r."�/>'!�'y�,+,��G' ��..j:«Tl". e.e"7d'd.'�l I'FC its =:►J�uTY7�1D r..... 't�,��Ia:i _L - �'E'� _ Lii.,i l.w rµa.+. a . •.w - .it. w .1'L7:". ___. .-.- �ll.�.a•a..31_'.f flJ'f'_t�' a- r).Ati aa. �:'::SII".�:i°sI;.'I'lY�7f•'C:. -. I1 it,., lc;p :,urnbur in each set of boxes is larger than the bottom nurna�ur thorn tulle ;atr-;, hor ro 401`10. U thv tc.F, nurr.t3ar is equal or smaller than bottom number, average the three numbers for tblo+ ptorty rata. DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED (D PERMIT NO. PO 44 al COMPLETED 0- -b :5 : L ADDRESS OWNER CONTR. LIN' TELEPHONE NO. DESCRIPTION W 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING W 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS Q 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS 07 DEMO-SITEEPTIC MAINT. 21 COMPLAINT 07 DEMO-FINAL 15 EPTIC INSTALL. 22 FOLLOW-UP 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL Q OWNER/CONTRACTOR TO MEET YOUYYES_NO COMMENTS: �- R� ��^cke� L M D W a -3a r 4-e Sa v c r cc W //tt Q j�• I t�t C.A v z W ccZ LU�yZ�PGORKSATISFACTORY:PR E ElPROJECTCOMPLETE W i \\ ❑CORRECT WORK&PROCEED W ❑ ISSUE CERTIFICATE OF OCCUPANCY Q ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY BEFORECOVERING PERMANENT ❑ CORRECT UNSAFE CONDITION WITHIN HOURS. PHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. 249-4600 Owner/Contr for on site: ` Q Inspector. White Copy/Inspector's File Canary Copy/Site Notice DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTIC SCHEDULED PERMIT NO.Pd 4 -� COMPLETED t E"n I (I -o6 ADDRESS 100 A/- skdre p( OWNER CONTR. N"tYf' J— Sdn( TELEPHONE NO. / ll DESCRIPTION tai 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS O 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT v 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL OWNERICONTRACTOR TO MEET YOU) YES_NO COMMENTS:cc U-j _ . \t cc W Q z W Z W Cr Z) W ORKSATISFACTORY:PR EED ❑ PROJECTCOMPLETE CC ❑C RRECT WORK&PROCEED G ISSUE CERTIFICATE OF OCCUPANCY W D ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. -- PHOTO TAKEN INSPECTOR WILL RETURN 11STOP ORDER POSTED.CALL INSPECTOR CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. 249-4600 Owner/Contractor on site: Inspector. , White Copy/Inspector's File Canary Copy/Site Notice DATE TIME CITY OF ORONO CALLED IN INSPECTION NATICE SCHEDULED 0 0 PERMIT NO. `t' © �i V2/ COMPLETED — — ADDRESS O S 60 ( t N� OWNER CONTR. TELEPHONE NO. DESCRIPTION t , c ` w 01 FOOTING --r 1 MECHANICAL RI 18 EXCAV/GRADING/FILLING 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT J 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP 09 PLUMBING RI23 EPTIC FINAL 35 HARD COVER REMOVAL -4 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL Q OWNERICONTRACTOR TO MEET YOU:_YES/ NO Z COMMENTS: �( c a \C�t� w0f,`J j - ki� o 0 cc vU. 11 ( U = W cc Q z w w d W ElWORK SATISFACTORY:PROCEED OJ ECT COMPLETE Qrz ❑CORRECT WORK R PROCEED 1 UE CERTIFICATE OF OCCUPANCY LU Q ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. F� PHOTO TAKEN INSPECTOR WILL RETURN L' CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. 249-4600 Owner/Contractor on site: Inspector. White Copy/Inspector's File Canary Copy/Site Notice