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HomeMy WebLinkAbout1994-006381 - septic system PERMIT CITY OF ORONO PERMIT TYPE: _ 361 2750 KeIley Parkway • P.O. Box 815 Permit Number: EwFR ; WATER !Orono, Minnesota 55356-0815 t ki j'- (612) 473-7357 Date Issued: - --,nigh, SITE ADDRESS: 8-7)5 OLD CRYSTAL BAY RD S P . 1 .N . : 09-1 1 .�`2:3— -t ii i{.i 1 DESCRIPTION: :M;E Ir' T i; :=;Y:=;TFEFI '=� 'wer St Wa. ter Permit Type NEW SEPTIC: SYSTE Sewer & Water WorkTyco RESIDENCE REMARKS: CITY�jOF D1c4IW 13133'00000rE: FIEF ICI: h oi LEN .Lvv+vv s '''''''':q 1.10;..)0 i� FEE SUMMARY: 01 LL T' .`V clii.r•ie Ti t7 i! ii 1..•t 7Ltrt1 it �j 1VV+JV l'& L•L1! I /HAN f I Ut! ii ti:':l r"t rv'tit9 r_1 Titi+i Lase Fee 1f i�i !}Ii 17Js wv 41 V1 , vs I1V•1= ot.a i t•t F� $100. 50 CONTRACTOR: — �F's~'I ic .-.4.1-1..t..,..4::::::00 OWNER: :-;t iL T L' �I' !:-.47. . .' I C:E.:�; INC547:-. DAY I f_jN 1 t i[if i f;i�.Ci [-MY !':ii. 825iii Q C:RY'=;TAL BAY RQ WAY .A T tIN C ;'-f 1 f_€ I f�tif.l MN �?C:_.'=1 (612 ) 47:3-4:300 r E I� '.` UE T,� ' 4 TO MAKE $, �t REALI ��t�I�IE ,. . = ECIFIED a� IN TR CT IANC cW � �. `+ " D .3. 'S ' . T , ffi ) UI { INV k� I S APPLICANTiPERMITEE SIGNATURE SSUED BY:SIGNATURE �/t��' r CITY OF ORONO SEPTIC SYSTEM PERMIT APPLICATION Box 66 (2750 Kelley Parkway) Crystal Bay, MN 55323 JOB SITE ADDRESS: $i2<) ad Occupancy Type: Residential Commercial Other Permit Type: New or Replacement System, $100.00 Repair Existing System, $ 50.00 0.50 State surcharge added to above fees *See fee schedule for non-residential permit fees Owner's Name: ,QSQ L1� Phone Number: Mailing Addr Nam::/ r24©.__QA ,kj City: p-n.e 'u- Tp: Contractor's Name: . s. D A,, .. ��A, •� PhoneNumber: i -eel)36 Mailing Address3 6) t.S /c/ 1r, `-' City: za-cr AP://-1-7-3� l DO NOT MAIL PAYMENT WITH THIS APPLICATION GENERAL INSTRUCTIONS 1. Applications for septic system permits may be mailed or submitted in person at the City Offices; however, permits will not be mailed out. The permit must be picked up in person at the City Offices and work must not begin unless the permit card is on the job site. 2. Permits will be issued only to contractors holding a City of Orono Septic System Installers License. 3. All work must be done in accordance with the approved septic system design. Design reports are not considered approved unless accompanied by the "City of Orono Septic System Approval" cover sheet signed by the City Inspector. 4. The following inspections will be required for all septic systems: A. Pre-installation site inspection to include inspector, installer, and general contractor. B. Tank installation prior to covering. C. Drainfield trench installation prior to covering. For mounds, inspection is required after rough-up but prior to sand placement (sand will be jar tested for silt content), and again during pressure distribution piping installation in the rock bed. D. Final inspection to verify proper final cover depths and to verify that all pump station (where required) components are functional and comply with codes. 5. Individual holding MPCA Installer Certificate shall be present during inspections. A 24- hour notice is required for all inspections. 411. 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)/1-0t) gal. 2) /0—egal. 3) /4743 gal. B. Pump Station (if required) Pump make & model (attach pump curve & literature); system design requires 10 gpm at Z '�feet of head. High water alarm make & model . Outside electrical work to be completed by installer electrician A other . Inside electrical work must be completed by electrician. C. Treatment System: Trenches: s.f. Mound Depth of rock below pipe " Rock bed dimensions fa 'x .r Drop Boxes Sand bed dimensions 1/y 'x fo 7' Distribution Box Pressure Dist. Pipe Diam. z " Maniford Pipe Diam. Z " D. Final Cover/Topsoil to be: //borrowed from site (show location on site plan) trucked in The undersigned hereby applies to the City of Orono for issuance of a septic system installation permit, agrees to do all work in strict accordance with the ordinances of the City and the regulations of the State of Minnesota, and certifies that all statements made on this application are complete, true and correct. Signature ofApplicant�.�-c Date: F/� 4 51 MPCA Certification No.: Staff Review: Approval Denial Air Reviewer: i"%lam ' i Date: '! Reason for Denial: Q� CITY OF ORONO /011) O SEPTIC SYSTEM APPROVAL ; . CITY of ORONO A ws,./,,- �+ IMunicipai Oitices `►�,' � t r � Past Office Box 66 . �' � 1�( 1� 1/2G Crystal Bay,Minnesota 553230066 kESH04 - LOCATION: 825 Old Crystal Bay Rd. S. Judson Dayton OWNER: GENERAL CONTRACTOR: SEPTIC CONTRACTOR: Sullivan' s SITE EVALUATOR: S-P Testing REPORT DATE: June 15, 1994 The City of Orono has Approved your on-site system design as of A„g„ f 99, 1Q1:44 (approved-disapproved) (date) with the following comments: Site must be staked to verify excavated soils before rough-up is performed. THIS IS NOT A PERMIT. This is a design approval form which must accompany the site plan. A permit must be issued to a licensed septic contractor prior to installation. A list of currently licensed septic contractors is enclosed. NOTICE TO INSTALLERS: Any changes to the approved plans and specs must have prior approval of the Inspector (473-7357). Call for inspections 24 hours in advance. ALL DRAINFIELD AREAS MUST BE FENCED OFF prior to building site excavation and fencing must remain in place until final site grading. Approval to pour footings will not be granted until the Inspections Department has verified that primary and alternate sites are adequately protected. NO VEHICULAR TRAFFIC OF ANY KIND (cars, trucks, earth moving equipment, etc.) is allowed within 20' of tested drainfield sites either before or after system construction. Compaction of these areas could render them unusable prohibiting the timely completion and or limiting the long term use of the property. A site copy will be available at the City Offices for the septic contractor. CITY OF ORONO By '/� Stephe eckman, On-site Systems Manager TELEPHONE-473-7357•FAX-473-0510 S" xi S'P ,i STING, INC. Steven B. Schirmers — MPCA Cert. No. 627 :a " • 951 Katydid Lane NE • St. Michael, MN 55376 • (612) 497-3566 • • June 15 , 1994 Judd Dayton 825 Old Crystal Bay Rd. Orono, Henn. Co. , MN • This On-Site Sewage Treatment System is Designed for a Type 1, four (3BR & 1 guest room) bedroom home in accordance with the Minnesota Pollution Control Agency Chapter 7080 and local ordinances . The soils on this site are SCS soils mapped - LrB - Lester loam. A seasonally high water table was located at 18" to 32" , (mottled soil) . Due to the seasonally high water table , a Pressurized Mound System will need to be installed . The bottom of the rock bed must be located at least 3 ' above the seasonally high water table. The soils at a depth of 12" have a percolation rate averaging 10. 1 min/inch. This site has an existing system which will be abandoned, pumped & filled with soil . A pumping chamber will need to be installed to lift the effluent to the treatment area . The manifold and supply line pipe must have back drainage to the pumping chamber. The distribution pipes shall have their ends capped. Be sure the rock and sand fill material are clean. The sod layer below the entire mounded area must be turned over, just break up the sod , be sure not to over work . The power supply and switches must be located outside the manhole and pumping chamber in a weather proof enclosure . A warning device must be installed with a light and sound device , this is in case of a pump failure . (mercury floats are a good method) . All neighboring wells are located greater than 100 ' away from the proposed treatment area . CONT ' D • ti Judd Dayton 825 Old Crystal Bay Rd. Orono ( 2) Keep all heavy equipment off of the proposed treatment area before and after construction. The treatment area should be marked off before construction. This Design is not valid & the system will need to be relocated if failure to protect the areas proposed for On-Site Sewage Treatment occurs. With proper installation and maintenance, this system should have no problem in treating septic effluent effectively. Nothing other than gray water, (laundry, showers , etc. ) human waste & toilet tissue should be disposed of into the septic tanks . Garbage disposals are ndt recommended. Smaller amounts of laundry soaps , dish soaps , cleaning agents , etc . are better for the system. Antibacterial soaps & chlorine agents may kill the bacteria needed to treat septic effluent properly. Additives are not recommended , they may cause harmful damage to your system. Recommend to pump & clean your tanks by a certified pumper every year if you have 1 tank & every 2 years if you have 2 tanks to insure proper maintenance. • Steven B. Schirmers SBS/ds • r • C-N ,._..) Y, i i• 1 r----- . r / 711) ,-1' -t-' A1..-\.- VA f A.,� 1_�`1,�t-,E4,.k �- -sv-Il �� c?.,5�*C.; -,--,_\ \ , 1 . i'VOIOVE:114 , A 1---1 ..„. ,si, , , i \ _...„---, i „ - '\ tt/ . , ___. i , 'C, .-Vi[•;,%.1' ._..._,) ': 14-0t-)S.C.-- 44 /__,._ ____ ,, I,„ 77 ,/ • . c..,....„......../., i.00,-vvi. , .• `-,)c.\, \.t ( , .'17 �� , V � i 4'o, \, 0.....6.1v.,6:._ nI •IiJoov¢a '/.4k.'• �� �� ,.\ Nj 5y0 " �i • L7 ° !///� 30� mPr � I, \ `\• ! °t'�• !7' • l1. y/ A 3 is Y� \ OUILD1NG 7- 7,' T T P '. REV tel''“. \ : , ! i ' .-N. DA TE ____&W.,77", PF..RM{T NO. _ _ \ j 9y.1, \ \ -S7*-Pr."11.""I'f-1-:•-‹ \ : *5 S3 4-• \V �� k �+..�'PPO >_ r l y� �� i p.i'i'r*0 ..0 �i0 AS _r : .CT & RESJ� 1i i '13.t NIj I r�' ' � ��30 esr, commer c:r , icri. All work sh r. he, r;csri I abit LUlf .ifl & :c hong ,-.0.7(' n. ` f lull compliance : : . 'Sl,'p1� "Pi�`�'�DT�' 40irements tncl r nt ; r r� not spe�crtIca.y need ,n ..,iPROPERTY OF: 714.1.: '�;�.; P'K 1 k3clESITE5r Perco!otion Tests Sco le: i =S0 ' 0.4E '- F �•'- , . Sir ,.-IN AT ALLTIME. ,,-- XSoil Borings 44 P.( t11.--s) 1.,V.,-(4.,•-c1=0.__. 'C;,W4 TUp• EL-/60.0O eBench Mork O'gm..\o '}✓11.3 . 1A-' ).N.*1. eo Note: This system is to be constructed to meet -- the Minneso.o Pollution Contra Agency - S—P TEST/N6/NC.r Chapter 7080 & Local Ordinance 03 �� n _ Note Designed By: 47/71,-,.--Check all underground utilities Cote.;/=/`L"; PH.6:2-497-3566 `� �� • y 0 •b 61:15$ ,) -• _ -c -- - . C\y-- ' ' -(o'of SAulc . ` 5:1 S S �•. ��`�.cll.-3 '3.'1 ,S t- -4S' - _4S' - _ t.'3 5x1N.o —9�_� Cg': SET- BACKS PN.../4!--% VI S , _ 11 r /0' , � HOUSE I • System must be: (` Tank la: from property lines x - ��`(t(D'..)` ca,i}SA\__ t}-)\�--\---\` L‘.- V- A.:', -..�s..►•r .2 i from welts �o from Bldgs. .:1"i,;,� , , • Treatment area — I from lakes, streams Treatment area za from property lines NOTE:Power supply and switches must be located in a MANNo�S m.•» ��,�� �S' from wells weather proof enclosure outside the pumping chamber and manhole • (igGCFrLc. 'from bldgs. 1- -I •• L' rom ftreesSOIL BORING ELEVATIONS I , r -r.. I I.- -II Amin. I I THAI EL.- :.1.. -- N.4-'(,- =,',.0 / - I''' ._ ; a "do.supply P�Pe grad - as — ed%TH.�2 EL.-"Ii-•� Tank Tank I TH"3 EL- �`f Drop to Tank PRESSURE DISTRIBUTION MOUND SYSTEM TH"4 EL.-.25.:9 4.- 1. -4Vr- 1-114-ON ceq-o. Min. 1 to 8I Pumping TH. 5 EL- Mox.l"to4' 4- -- --.. .-4--F) '1' 1•a'-`.> S\t-kA�.L.o0J Chamber ELEVATION at PROPOSED PUMPING CHAM ,� E x S-sB0R U4t�xvt,� sua4 D .Dt. •4 to 6"dia.pipe SYSTEM DESIGN -MOUND • > -0/g.' -Pr a o-s Lo"v s-c TYPE- _-_., 4 BEDROOM , Average percolation rate /G•L min./inch (design.83 sq.ft treatment area per gal. of daily sewage flow) (�00 gal./day x.83sq.ft/gal. 9°1V sq.ft.of treatment area +n% =sy7 sq.ft. (= -IOft.width= ft.length of bed area+side slope run 'tit,,to I x a�h�eight= y0) ftx24___ft.lawn•area needed) • Clean rock needed- 541 sq.ft.treatment area x /•o depth of rock=�1' cu.ft-27=�Lcu.yds.(3/4 to'2I/f dia. ,includes 2 of rock above pipe) G:�4"7- Clean sand fill below rock needed 3-1( s: approx. , so . ...m back fill ou.yds.approx., topsoil 6" 15 cu.yd. pN2 __SR1•k'9_41-:_LL G�Y9. ��� W+astt� t:EGOC�1l����9 �0 'r1aD �O°7o 'tom - CV? FGtL 1R(Lrc>�LR�.S�.o4ti 1O.o2- Number of tanks required a , 1st t• k 000 gal. ,2nd t• �Oot) g• .minth.rns FW s Qui m PI N i-. 4-�A �3E R- •- Pumping chamber capacity- 25% of dai .�,•- flow of C-0` .al.= 1=0 gal.+reserve storage of 15 Oczi 1/BF -.1,222__gol.+pipe bock drainage— PROPERTY OP �� "DAs-,-.1/0 L1 of__.1`• gal./I00lin.ft.of a dia. supply pipe, lin.ft needed al. , - 01.4 manifold1 L gal./100 linft of dia.pipe I'n.ft needed ' -2 . gal. ��� cit{ Q-� - _ total capacity needed Zgal.(plus area for pump) t.1SE mi n. JOOD .9 1.cet f- `,j!J- • �e -n� ! 0 1�1t.� . 1-1 `1 - Ai, Distribution pipe 1 2 dia. , /S"7 Iin.ft., 1"1 dia. perforations 71_-, I art 1, , n Pump size1 j hp. (pumpable capacity.1 f12±gal.4 cycles/day) u se.-c. a.-CI }iEpo._ . . s'oA•sg fl d - 4 0 cso,e) tr►,n. t S-P ,TESTAVG Note: When constructing bed , this area should be shaped Note: Distance from treatment areo to neighboring we!!s— ; Designed By: - 0- '7/ r-w-- to divert run-off from entering treat Hent area, w,e. /-;/- , PH. 6!2-497-3566 • MOUND DESIGN WORKSHEET I (For Flows up to 1200 gpd) A. FLOW Estimated Sewage Flow in Gallons per Day(gpd) Estimated 6,oc.) gpd N ofd Type I Type II Type III Type IV or measured x 1.5 = - gpd. Bedrooms 2 300 225 180 60% 3 450 300 218 of B. SEPTIC TANK LIQUID VOLUMES 54 7750 iso 2294 5 256 "in -/000 gallons 6 9007 525 332 c:1- „ 8 1200 675 408 C. SOILS (refer to site evaluation) t Numb., � :,, 1. Depth to restricting layer= ' .o inches Bedrooms ct•ooky t>ispo•.t 2. Depth of percolation tests = 1 a. ` inches ` ' . t`�' 3. Percolation rate /0. 1 mpi 2ess 3«l4 i o0o 1.5000 4. Land slope L, s7«6 1.500 000 3,000 % 5«8 2.000 3,000 over 9 See fig.C-6 (x 1.5) D. ROCK LAYER DIMENSIONS 1. Multiply flow rate by 0.83 to obtain required area of rock - layer:A x 0.83 = (.00 gpd x 0.83 sq. ft./gpd = 49 v. sq. ftp-logo= Sti')Q 2. Select width of rock layer (10 feet or less) = /0 ft. 3. Length of rock layer= area i width = Rock Bed ,Cy ') sq. ft.+ /0 ft. = < ft. e�::..•.•.•,wa.•.•;:a.wa.•+•.;••• 1 rti.rtirti .r♦r•rr'r;r;rtiN�.tirtrrr.V . r•r•r•r•r•r•r•r•r•rr•r•r•r•r•r•r Vidth <10 ft r•rr•r•r•rr•r•!•tr•I•r•rr•r•r•I _ .✓7;47%/1...14.74:titti74... ti•rtirtir•tif•ti• - E. ROCK VOLUME 1-- Length 1. Multiply rock area by rock depth to get cubic feet of rock; . 1 sq. ft. xjos ft. =.0t/ cu. ft. 2. Divide cu. ft. by 27 cu. ft./cu. yd. to get cubic yards; 5')L1 cu. ft. -t-27= a ) cu. yd. • 3. Multiply cubic yards by 1.4 to get weight of rock in tons; cu. yd. x 1.4 ton/cu. yd. = a-7 tons. F. ADSORPTION WIDTH LA-Ay L0'1>> 1 Absorption Width Sirng Db.e 1. Percolation rate in top 12 inches of soil is jo. / mpi Percolator Rate Callool Ravi*of Soil Texture p`r°•• ''a°e.", Minutes per inch pelt_ : � (mpi) .Hath 2. Select allowable soil loading rate from table; Faster than 0.1 Coarse Sand 1.20 1.00 1.20 1.00 •L►Lr. gpd/f t' 0.1 to 5 Fine Sand" 0.60 2.00 6 to 15 Sandy Loam 0.79 1.52 16 to 30 Loam 0.60 2.00 3. Calculate adsorption width ratio by dividing rock layer 31 to 45 Silt Loam 050 2.40 loading rate of 1.20 gpd/ft2 by allowable soil loading rate; to 60 Clay Loam 0.45 2.67 61 tO 120 Clay 0.24 5.00 1.20 gpd/ft2- .Ll< gpd/ft2 _ D - /7 Slower than 120 Cray -- - ••Soil laving 50%or more of fine or very fine sand. - - 4. Multiply adsorption width ratio by rock layer width to get , required adsorption width; ..,") x /O ft = .' ft G. DOWNSLOPE DIKE WIDTH • 1. If landslope is 3% or more,subtract rock layer width from adsorption width to obtain minimum downslope dike toe ?Ad.') ft- to ft= /0 feet 2. Calculate Minimum mound size based on geometery: a. Determine depth of clean sand fill at upslope edge of rock layer: Separation 1.3 feet b. Multiply rock layer width by landslope ci4 . 1 foot Cover. to determine drop in elevation; H'- 44 root Ro :ed s- SIo Slope Difference Separeilon SS /D x C. %--100 = , 1. feet ------. 4 Slope Difference sic_ et UpsloDe Width • c. Add depth of clean sand for separation (2a) �1-tees P P RocK Bed Width at upslope edge,depth of rock layer (1 foot) to depth of JL_-feet Downslope width cover(1 foot) to find the mound height at the upslope edge a r°°` of rock layer; J.-3 ft+ lft + lft= 33 feet d. Enter table with landslope and upslope dike ratio. Select dike multiplier of 3 .del • e. Multiply dike multiplier by upslope mound height to find upslope dike width:3.3 x 3.273 = 11 .feet f. Add depth of clean sand for slope difference (2b) at downslope edge, to the mound height at the upslope edge of rock layer (2c) to find the downslope height; 3.'1 ft+ • L. ft= 3,'/' feet g. Enter table with landslope and downslope dike ratio. Select dike multiplier of `).1%-t . h. Multiply dike multiplier by downslope mound height to get downslope dike width:3, x ').P-1 = s! ,feet i. Compare the values of step G.1 and Step G.2h Select the greater of the two values as the downslope dike width; D feet , : :: . UDS10�5 width - :::G:'•'•'^t•:%`�.: • .��tett - °< { ..�::::::•i:.r;:?::; � j. Total mound width is the sumi upslope dike G.2e width plus rock _ " Rock tied wlatn ` layer width (D.2) plus = 1 - to sc ,lest. . . . .i. o UDslooe f 1"h �Li UDe�li oe width • downslope dike width(G.2i), :. to e l l ft+ t o ft + a,V ft = 4 q feet 0 . 1.!;',IliiiiiiiiggiliiiignMAgitpmuimisgE:,:,;..•;gmimm:m 10stetMIOth k. Total mound length is the sum of • �• _,DOwn5t 116.1111111111111, upslope dike width (G.2e) plus rock layer length (D.3) plus upslope dike width (G.2e); r 1 1 ' ft+ ,c' ' ft+ i i ft = `Y7 feet t a SJ'. aY , t Toter Length )1 1 Downslope L pslope 3:1 6:1 5:1 6:1 7:1 3:1 4:1 5:1 6:1 7:1 8:1 9.elope 0 3.0 4.0 5.0 60 7.0 3.0 4.0 5.0 6.0 7.0 8.0 1 3.09 4.17 526 6.38 753 2.91 3.85 4.76 5.66 6.54 741 2 3.19 4.35 5.56 6.82 8.14 2.83 3.70 454 5.36 6.14 6.90 3 3.30 454 5.88 7.32 8.86 2.75 357 4.35 5.08 5.79 6.45 4 3.41 416 6.25 7.89 9.72 2.68 3.45 4.17 4.84 5.46 6.06 5 353 5.00 6.67 8.57 1077 2.61 .-3.33 . 4.00 4.62 . 5.19 5.71 6 366 526 14) 938 1207 754 t:. . 323 3.85 44.1 {.93 5.41 7 380 556 '7.69 1034 1393 248 3.12 3.70 423 {.70 5.13 8 3.95 5.88 8.33 1134 15.91 2.42 3.03 357 4.05 4.49 4.88 9 4.11 6.25 9.09 13.04 18.92 2.36 294 3.45 3.90 4.30 4.65 10 429 6.67 10.0 15.00 23.33 231 2.86 3.33 3.75 4.12 4.44 11 4.48 7.14 11.11 17.65 30.43 226 2.78 323 3.61 3.95 4.26 12 469 7.69 1250 21.43 43.75 2.21 2.70 3.12 3.49 3.80 448 F-17 PUMP SELECTION PROCEDURE ENO PERFORATION OF A PERFORATED LATERAL A. Determine pump capacity: C"'`m Gravity Distribution . T. ''',4 4'."' 1. Minimum suggested is 600 gallons per hour(10 gpm)to stay ahead of : CERTIFICATION 00627 LoT:i of Soi 1 Borinis Location or Project Judd Dayton, 825 Old Crystal Bay Rd. , Orono Borings made by S-P Testing, Inc . Steve Schirmers - Date 6-9-94 Classifiction System: AASHO ; USDA-SCS X ; Unified ; Other Auger used (check two) : Hand X , or Power , Flight , or Bucket X Depth, Boring number 1 Depth, Boring number 2 in in feet Surface elevation 95 . 1 feet Surface elevation 96. 8 0 - - --- ---- 0 - - -- Topsoil dark brown loam 1 - Topsoil dark brown 1 - 0 - 1 ' 2" loam Brown clay loam 2 - 2 1' 2" - 2 ' 4"-MOTTLED 2 ' 4" 0 - 2-1/2 ' -MOTTLED 2-1/2 ' Rusty olive brown 3 - Rusty olive brown 3 - clay loam clay loam 2 ' 4" - 3 ' 8" 2-1/ 2 ' - 3 ' 10" 4 - 4 - Rusty olive brown Rusty olive gray loam loam . 3 ' 10" - 5 ' S - 3 ' 8" - 5 ' 5 - - f 6 - • 6 - 7 - 7 - • 8 - 8 - I End of boring at 5 ' feet. End of boring at 5 ' feet. Standing water table : Standing water table : present at feet of depth , present at feet of depth, hours after boring . hours after boring . Not present in hole X . Not present in hole X . Mottled soil : Mottled soil : Observed at2-1/2 ' • Observed at 2 ' 4" feet of depth. feet of depth . Not present in hole . Not present in hole Comments : Comments : CERT1l'ICATION ;E 00627 Logs of Soil Borings Location or Project Judd Dayton, 825 Old Crystal Bay Rd. , Orono Borings made by S-P Testing, Inc . Steve Schirmers Date 6-9-94 Classifiction System: AASHO ; USDA-SCS X ; Unified ; Other Auger used (check two) : Hand X , or Power , Flight , or Bucket X Depth, Boring number 3 Depth, Boring number 4 in in 95 .4 feet Surface elevation 95. 4 feet Surface elevation 0 - - — 0 -----•-- Topsoil dark brown loam Topsoil dark brown 1 - 1 - 0 - 1 ' 2" loam Brownloamy1' 2" 1-1/2 ' -MOTTLED 1-1/ 2 ' 0 - 2 ' 2 - Rusty olive brown 2 - Brown clay loam clay loam 2 ' - 2 ' 8"-MOTTLED 2' 8" 3 - 1-1/2 ' - 3 ' 2" 3 - Rusty olive brown clay 2 ' 8" - 3-1/2 ' loam Rusty olive brown loam 3 ' 2" - 4 ' 2" 4 - Rusty olive gray 4 - loam Rusty olive gray sandy loam 4 ' 2" - 5 ' 3-1/2 ' - 5 ' 5 - 5 - . 6 - 6 - 7 - 7 - 8 - 8 - 1 End of Loring at 5 ' feet. End of boring at 5 ' feet. Standing water table : Standing water table : present at feet of depth , present at feet of depth, hours after boring . hours after boring . X Not present in hole X . Not present in hole . Mottled soil : Mottled soil : Observed at 1-1/2feet of depth. Observed at 2 ' 8" feet of depth . Not present in hole . Not present in hole . Comments : Comments : CERT11'1CATIoN 1 00627 Logs of Soil Borings Location or Project Judd Dayton, 825 Old Crystal Bay Rd. , Orono Borings made by S-P Testing, Inc . Steve Schirmers _ Date 6-9-94 Classifiction System: AASHO ; USDA-SCS X ; Unified ; Other Auger used (check two) : Hand X , or Power , Flight , or Bucket X Depth, Boring number 5 Depth, Boring number 6 in in feet Surface elevation 94 . 9 feet Surface elevation 96.4 0 - - --- --- 0 - - -- Topsoil dark brown loam Topsoil dark brown loam 0 • - 8" 0 1 ' 1 - Brown loam 1 - Brown sandy clay loam 1' - 1 ' 8" _ 8" - 1 ' 8"-MOTTLED 1 ' 8 ' Brown qat'i 1' 8" - 2 ' -MOTTLED 2 ' 2 - 2 - Rusty olive brown Rusty olive brown clay loam clay loam 2 ' - 2-1/2 ' 1 ' 8" - 2-1/2 ' 3 - Rusty olive brown sandy 3 - Rusty olive brown loam to loamy sand loam 2-1/ 2 ' - 3 ' 8" • Rusty gray silty loam 2-1/2 ' - 4 ' 4 - 3 ' 8" - 4 ' 2" 4 - Rusty olive gray Rusty gray loam loam 4 ' 2" - 5 ' 4 ' - 5 ' 5 - 5 - . 6 - 6 - 7 - 7 - 8 - 8 - End of boring at 5 ' feet . End of boring at 5 ' feet. Standing water table : Standing water table : present at feet of depth , present at feet of depth, hours after boring . hours after boring . Not present in hole X . Not present in hole X Mottled soil : Mottled soil : Observed 'at 1 ' 8" feet of depth. Observed at 2 ' feet of depth . Not present in hole . Not present in hole Comments : Comments : 'CERT..#006127 PERCOLATION TEST DATA SHEET a.m., Percolation test readings made by S—P Testing, Inc. on.......6-10-94 starting at 11 : 29 p.m. (dam) 825 Old Crystal Bay Rd.Hole number 1 , Date hole was prepared 6-9-94 Test hole location_ p p Depth of hole bottom 12 inches, Diameter of hole 6 inches Soil data from test hole: Depth, inches Soil texture 0 — 12" Topsoil dark brown loam Method of scratching sidewall Knife 2 Depth of gravel in bottom of hole inches 6-9-94 11: 30am 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 ime interval. Measurement. Drop in water rate, Remarks minutes inches level, inches minutes per inch • 11 : 15 ! prefill 6 1 11 : 29 ! 11 : 59 i, I 5-1/2 5. 5 30 min 12 : 10 12 : 40 e, I " 12 : 41 j 1: 11 I '' '' II II � 1 j I I I 5 Percolation rate = ' S minutes per inch. • CERT. #00627 PERCOLATION TEST DATA SHEET S-P Testing, Inc. 6-10-94 11: 30 Percolation test readings made by on starting at p.m. (dote) Test holt location 8 2 5 Old Crystal Bay Rd;Hole number 2 , Date hole was prepared 6-9-94 Depth of hole bottom_ 12 inches,Diameter of hole 6 inches Soil data from test hole: • Depth,inches Soil texture 0 - 12" Topsoil dark brown loam • Method of scratching sidewall Knife Depth of gravel in bottom of hole 2 inches 6-9-94 11: 30am 12 Date and hour of initial water filling , Depth of initial water filling inches above hole bottom Method used to maintain at least 12 inches of water depth in hole for at least 4 hours Automatic siphon • ,Maximum eater depth above hole bottom during test 6 inches Time Percolation ime interval, Measurement, Drop in water rate. Remarks minutes inches level, inches minutes per inch • 11 : 15 1 prefill 6 11 : 30 12 : 00 2 15 . 0 30 min 12 : 09 ( 12 : 39 " 12 : 42 1: 12 15 Percolation rate = . 0 minutes per inch. CERT.#00627 PERCOLATION TEST DATA SHEET S–P Testing, Inc. 6-10-94 11: 31 a.m. Percolation test readings made by on— — starting at p 825 Old Crystal Bay Rd. 3 'J°"' 6-9-94 Test hole location . Hole number , Date hole was prepared Depth of hole bottom 12 inches, Diameter of hole 6 inches Soil data from test hole: Depth, inches Soil texture • 0 – 12" Topsoil dark brown loam Method of scratching sidewall Knife Depth of gravel in bottom of hole 2 inches 6-9-94 11: 30am 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 \laximum water depth above hole bottom during test 6 inches Time Percolation ime interval. Measurement. Drop in water rate. Remarks minutes inches level. inches minutes per inch 11 : 15 Prefill 6 11 : 31 12 :01 II1 2 15 . 0 30 min 12 : 08 i 12 : 38 " II II II 12 : 43 1: 13 " 1 i - I 15 Percolation rate = . 0 minutes per inch. CERT. #00627 .. PERCOLATION TEST DATA SHEET S—P Testing, Inc. on 6-10-94 startingat 11: 32 an. Percolation test readings made by �ea«� --p' 825 Old Crystal Bay Rd. 4 6-9-94 Test hole location ,Hole number , Date hole was prepared Depth of hole bottom 12 inches, Diameter of hole 6 inches Soil data from test hole: Depth,inches Soil texture 0 — 12" Topsoil dark brown loam Method of scratching sidewall Knife Depth of gravel in bottom of hole 2 inches 6-9-94 11: 30am 12 Date and hour of initial water filling , Depth of initial water filling inches above hole bottom Method used to maintain at least 12 inches of water depth in hole for at least 4 hours Automatic siphon , Maximum water depth above hole bottom during test 6 inches Time Percolation ime interval, Measurement. Drop in water rate. Remarks minutes inches level. inches minutes per inch • Water remaining in test hole ' 11 : 32 12 : 02 6 3-3/4 8 . 0 30 min 12 : 07 12 : 37 " 12 : 44 1: 14 ,, I I I I Percolation rate = 8 . 0 minutes per inch. CERT.400627 PERCOLATION TEST DATA SHEET 11: 33 (----a7171- -P ,,n_-� Percolation test readings made by S—p Testing, Inc. ort_ 6-10-9 4 starting atp.m. ,Jaw) 825 Old Crystal Bay Rd. 5 6-9-94 Test hole location Hole number , Date hole was prepared Depth of hole bottom 12 inches,Diameter of hole 6 inches Soil data from test hole: Depth,inches Soil texture 0 - 12" Topsoil dark brown loam • Method of scratching sidewall Kn i f e Depth of gravel in bottom of hole 2 inches 6-9-94 11: 30am12. Date and hour of initial water filling . Depth of initial water filling inches above hole bottom Automatic siphon Method used to maintain at least 12 inches of water depth in hole for at least 4 hours 6 Maximum water depth above hole bottom during test inches Time Percolation ime interval. Measurement. Drop in water rate. Remarks minutes inches level. inches minutes per inch 11 : 15 prefill 6 11: 33 12 : 03 il 3-1/4 9 . 2 30 min 12 : 06 I 12 : 36 3-1/8 I 9 . 6 12 : 45 I 1: 15 3-1/16 9 . 8 is " I 1 - _ . - i Percolation rate = 9 • 5 minutes per inch. CERT.#00627 PERCOLATION TEST DATA SHEET S—P Testing, Inc. 6-10-94 11: 34 a.m' Percolation test readings made by on starting at 825 Old Crystal Bay Rd. 6 6-9-94 • Test hole location_ ,Hole number , Date hole was prepared 12 6 Depth of hole bottom inches, Diameter of hole inches Soil data from test hole: Depth,inches Soil texture 0 — 8" Topsoil dark brown loam 8" — 12" Brown sandy clay loam Method of scratching sidewall Knife 2 Depth of gravel in bottom of hole inches 11. 3Date and hour of initial water filling 6—9—9 4 ,vepmmot initial 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 ,Maximum water depth above hole bottom during test 6 inches Time Percolation ime interval, Measurement. Drop in water rate, Remarks minutes inches level, inches minutes per inch • 11 : 15 Prefill 6 11 : 34 12 : 04 4 7. 5 30 min 12 : 05 12 : 35 " " 12 : 46 1: 16 I " " " " " I - 7 Percolation rate = ' S minutes per inch. LOAMY SAND CAP PERFORATED LAYER OF GEOTEXTILE ' LATERALS FABRIC PERFORATED LATERAL 0 1` GRASS COVER 6 INCHES . •�' :-:::;....:„------....:•.%;,• . . .. • A.411.14111411 TOPSOIL SANDY LOAM SOIL % ,-'.;:•, Jy • :LEAN SAND FILL I if • � • 'l MAXIMUM SLOPE i ' ��� / / ;'•' 3 TO I • LAYER OF GEOTEXTILE ,/� + •/,. CLEAN ROCK 4. / ;/ .",`'/ •/ y TOPSOIL • PLOWED OR 3h TO 2t/2 INCHES %'SLC FABRIC OR 4-INCHES-OF - DISKED SURFACE BUILDING PAPER ' //// A. J• r SUBSOIL e. II/2- OR 2" ,/• ///•/'•5 ) %� CROSS SECTION A-A PIPE FROM PUMP-- • • / i/ .;/'- 10 '-' '.‘ / PIPE FROM /% • v'• ./J PUMPING CHAMBER 9 21 mss. \\ I I CLEAN ROCK DIVERSION FOR /r /�� ,t1' �%� / SURFACE WATER w I : • .••• ..V.' / .; ....-. -`__ . .--- -•_.0 »< /�• , , //1 3 �� - PERFORATEDI1 -- u;..,,. ,: /�9 /� MQ1 ..fit" LATERALS - • S4p�0 ti / -- ,5;q 36' :"a' BED AREA I i FILL BROK LAYER `1:_'~'1A.. 1 - _• ----�' _. z .- Ery Up -,° `�� I : o • A B rvATU - 4 - w w m = ARRIERRAL .••• . � LAYER - - I Z - -. — INCHES I-f-o� a INCHES LAYOUT Of PERFORATED PIPE LATERALS FOR PRESSURE DISTRIBUTION IN MOUND -- L_ _ _ _ —I J - - 10 FEET—PIKE — OIKE -- MAX. - PERFORATED PLASTIC PIPE • C`) '�G _ TOTAL WIDTH \ . _�"" fA ,o^' Sp0 1 I ' PERFORATIONS SPACED 36• e END ON CENTER, PSRFORATION `t PER/OR / , PLAN VIEW VIEW SIZE MAY BE Vic. /6)it �? -- - -- OR /4'. ��'�� - 2"MANIFOLD _.----s- '-'.:-:. � END PERFORATION OF A PERFORATED LATERAL � PIPf �� �, /��� -Gross Corer °" PERFORATIONS ON BOT TOM OF \ 44,4\....... f ' � PLASTIC PIPE ,,/f r �, Tewo11---,' 5���c 90•. -:%-•s%' t� - - /.. .• LOCO(of GeoIullle Fobtic f 4ov- �' _ i Loamy Sand Lora' :loth -M•�e►-a-two..ee.erN /��- \ / (ALTERNATE LOCATION . ' won-red,-rosin paper) /� OF PIPE FROM PUMP) 1 a • �. •�I—Pet fix tan Milled Horizontally \ lore C•D war Top � - . "n"“--At Lost 12'to Edq• ---.---- END CAP ��=� Li�- \1 t 4 Plus ."•'' of Rech Lover Q0% A o n Field Roclt / AlER Pot Iwollons Located of \...),,,,-.::- ' FORA1En L 2.PIP FROM Clean sand Layer Bottom .t Lateral PEF PUMPING CHAMBER • F ----^ - ' ,-i f.W Woos'v SoHo seely SScwtr.d . F78 f REDWOOD, CEDAR OR WATER 1 IGI IT B LOCKABLE ELECTRIC BOX—� TREATED POST (4 x4min) • PLUGS OR ELECTRIC CONNECTIONS- - _ ALL ELECTRIC CONNECTIONS MADE _`_ '°, ^INSIDE BOX 2" PVC CONDUIT SCHEDULE 80 6ISPACE LOOP OF POWER CORD FOR MANHOLE COVER CHAINED B LOCKED SETTLEMENT SEALED MANHOLE RINGS- — /LOOP [FINAL GRADE f*&- AT LEAST 12' BELOW GRADE UNION - . .• -�.• WIRE FROM POWER SUPPLY 1- —a• MAP IS LAID ON A UNIFORM SLOPE FROM Al . FOR PROPER DRAINBACK M IL TREATMENT AREA SEALED TANK COVER-- IF PIPE AT TANK MUST BE LOWER THAN UNION. TO GET ELEVATION FOR DRAINBACK, PLASTIC ROPE OR CHAIN A 1/4 INCH WEEP HOLE MUST BE USED WITH ANCHOR—— ,� — WEEP HOLE ALARM FLOAT ON SEPARATE ELECTRICAL CIRCUIT-- NOTES: ELECTRICAL WIRE FROM POWER SUPPLY .. STOLLEV V__ - r MUST NOT RUN OVER ANY TANKS BUT MUST BE LAID BESIDE OTHER TANKS 3" ` AND MUST BE PLACED IN CONDUIT ALONG POST SHUT-9FF_LEVEL37 — ---/ __ ' - ELECTRICAL CORDS FROM PUMP AND FLOA1S'MUST BE RIIIJ THROUGH CONDUIT. WIRES CANNOT HAVE GROUND PUMP CONTROL FLOAT •/ ; CON1AC1. 000 Figure F-K METAL COVER —7.-_____.... � i: • Y V 4 C t'-.� Y ? li \,..., , i •t'- X/` 1' 1 I • .<‘. tV. � V. : 1 I ,'/ CONCRETE - `_ 'S • ' �,,+ t' MANHOLE - - ,- RING RING METHODS OF SECURING MANHOLE COVER TO PREVENT UNAUTHORIZED ENTRY Figure C-14 ,:......-0 VERTICAL SIDEWALL SEPTIC TANK -FINISHED GRADE �: i — 5 ' LEAST �� r6"TO I2" SOIL AT • LEAST 4" DIA. t COVER 4" DIA. - . MIAT LEAST I" - 1 ' AT LEASTr I" MIN I - -- -- I' II. h _ A _.� ) A DIMENSIONS FON TANKS WITH .VERTICAL__SIDES A _ _ y WIDTH W 24* MINIMUM __ -_. — -� LENGTH, L. 2 TO 3 TIMES TUE WIDTH 6 DIAMETER G0* MINIMUM _ •_. . —_ -1 UEI'THO 30_ MINIMUM; 78_MAXIMUM — ..__ C L A o.2 0 AT LEAST0, G" MINIMUM, 0.2 0 MAXIMUM !� - 6" - • 3" C 0 4 D — - - AT LEAST 4 FEET • -- -•-•1 Nulls i 1 SANII NW IECS Al ItASI 4 WCIIES IN MAL*tr(1 4 AWN KV E COVER4 SIIMLIF LC)CAIED WIIIIN I7MN:11E 9. 7 116:11F 511411 Lil NC UK IE If l wiltlr 6I I.E1(1 Ml 1NIK DC CCWlt 11.6131 IE KWIC°10 EVCNtES OF IACCES�E WALLS 6 •',(PAfA1UNUIS I ANCE Of PWF ENFM)Or 99((1 NI mu ). AN1141411CIIO►1T'11' or Al LEAS 1499CII(9 DAME 1E11 NI NE St POn11(710Nfif 9tALLUENUIESS11NN61NC11ES On A MANI ICIIE SI W,I RE LOCA1 E0(NETI 0)111 11 E WE El 011 NO WIC II NN 12 NCI IES. NUI(UALI uiVKYS 1112..0.111E1111f1C Of Hr 61;1'EC1K�1 - 6 f(NlIg162UN tAl CYlllfllC/l 1NIKS OIl1Cti1Kk1A 199.I SO DIMS SIM.UC 11'(SAW AS I I Il U N I l 1111NF IV 114 AND ORA NSIC99 CIS 0 ISO ON I lE(1•1N9903d1cN11INIv ILES A 11011t)99SIYCIIC99 1,4.1(,",SI Pl tOCAILU III Mr I'D T111 611E 11141(4111IT - (1N f l 1 S _ . • PENCIL • r 1 MARKS „,■1111.111.o. >:' aC MANHZ-E Y if INLET h '1t{�3) SCUM 'Y;_ ti's 1 • OUTLET ;� Ei,..y.t s ra -• 11 ='OUTLET LEVEL ,"• • '"i Y OUT TANK WHEN: _—— SCUM CLEAR SPACE — ' -i • CLEAN = '• _ ---1-' 74 IS 3" OR LESS OR -- _ 0 "0-IS 12"OR LESS If- BLACK COLOR SLUDGE �' 1.i.';',..!•%:':•:;:,.„' • DISTINGUISHES SLUDGE , , r LAYER FROM LIQUID MEASURE SCUM AND SLUDGE ACCUMULATIONS IN THE SEPTIC TANK DATE TIME CITY OF ORONOCALLED IN g."30Ul INSPECTION NOTICE („11I SCHEDULED — APERMIT NO. COMPLETED ADDRESS ` (74' 7 / �j o ,I Ri,� OWNER CONTR. //rl/wns TELEPHONE NO. DESCRIPTION ,'k ffed 01 FOOTING 11 MECHANICAL RI 16 WELL TEST PUMP Q 02 FRAMING 11 MECHANICAL FINAL 18 EXCAV/GRADING/FILLING Le) 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 19 LAKESHOREM/ETLANDS O • 04 WALL BD. 12 WATER HOOK-UP 34 TREE REMOVAL Q 05 FINAL 13 METER SET/TURN ON 17 SITE INSPECTION 07 DEMO—SITE 14 SEWER HOOK-UP 06 PROGRESS J 07 DEMO—FINAL 27 SEPTIC MAI . 21 COMPLAINT Q ._144 09 PLUMBING RI SEPTIC INSTALL. 22 FOLLOW-UP J 10 PLUMBING FINAL 23 TTC_..F.,101iiit Q OWNER/CONTRACTOR TO/U MEET YOU: l/.ES_NO 2 COMMENTS: "/ �' i d - `/ 'X/00 Sg1)(4 CC / - >. — 5" 1;)?`'_ I, 3— a/,, r/ CC 0 W CC Q tnW Z W CC IQ WORK SATISFACTORY:PROCEED C PROJECT COMPLETE ❑CORRECT WORK&PROCEED C ISSUE CERTIFICATE OF OCCUPANCY Q ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY Q BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. 11 PHOTO TAKEN INSPECTOR WILL RETURN P 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 'n -te: Inspector. White Copy/Inspector's File Canary Copy/Site Notice DATE , TIME CITY OF ORONO CALLED IN J2 _1- 79/ INSPECTION NOTICE. ` SCHEDULED /.2.-L- PERMIT NO. X3$1 COMPLETED i 1 35/ ADDRESS k S c9..Lcz e y, 4.j 1q 1 ,e OWNER CONTR. /l -,4,1 TELEPHONE NO. ti DESCRIPTION 7-;-___A.44..., 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FIWNG st 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS p 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL • 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q = 05 FINAL 14 SEWER HOOK-UO 06 PROGRESS v 07 DEMO—SITE 27 SEPTIC MAINT. 21 COMPLAINT W 07 DEMO—FINAL SEPTIC INSTALL. 22 FOLLOW-UP = 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL ✓ 10 PLUMBING FINAL 36 FOUNDATION REMOVAL ' OWNER/CONTRACTOR TO MEET YOU: YES_NO // COMMENTS: `�/CS© /7 /Z�Q� F-11/Z-V,# A cr `,`, Q. // e 'er ' S 7 s 4/ �'/12SW?/igin al/et"' o s-4 y'` e W cc Q W z W cc �d WORK SATISFACTORY:PROCEED - PROJECT COMPLETE W LICORRECT WORK&PROCEED C ISSUE CERTIFICATE OF OCCUPANCY O ❑ CORRECT WORK,CALL FOR REINSPECTION TEMPORARY BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. PHOTO TAKEN INSPECTOR WILL RETURN CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance.473-7357 Owner/Contractor o si - Inspector. . ..1. `/,---- White Copyllnspector's File Canary CopylSite Notice DATE TIME CITY OF ORONO I CALLED IN -� ./y� INSPECTION NOTICE �?J� SCHEDULED /1°-1 -765--- 34(0 PERMIT NO. COMPLETED ADDRESS ?;?S-- - / &y� dS. OWNER CONTR. Ste'/Doer)). TELEPHONE NO. DESCRIPTION tu 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT Q 07 DEMO-FINAL 1515 S` LL. 22 FOLLOW-UP 09 PLUMBING RI 35 HARD COVER REMOVAL 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL Z OWNER/CONTRACTOR TO MEET YO :_YES NO 2 COMMENTS:" PGik cc Lu • o • is;�.� PPAR n- • 0 ;0 cc iThrfr aria G� CC C LU• El WORK SATISFACTORY:PROCEED PROJECT COMPLETE W ElCORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY • ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY ✓ BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance.473-7357 Owner/Contractor o ' Inspector. drfr Arf ' White Copy/Inspector's File Canary Copy/Site Notice