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Home My WebLink About1994-006375 - new septic system PERMIT CITY OF ORONO PERMIT TYPE: 2750 Kelley Parkway • P.O. Box 815 Pit Nb '_'EWER' `` WATER Permit Number- 0 Orono, Minnesota 55356-0815 6 .75 (612) 473-7357 Date Issued: ().c.,I'29/94 SITE ADDRESS: WATERTOWN RD . ii4 . ?_:x.-11 /- ��`�:-1:�:.-f)t;i}.� DESCRIPTION: SEPTIC I:;YIz.TFM ��ew i=r _�� Water Per.,!Si�• Type pf' }'iE#N SEPTIC Sf S 1 G i.ii.7 i%Ljvvvi V1 i'L-1T I vnvv is i_&.r_VVVVV n 4N .i} REMARKS: V.L "' "'`' FEE SUMMARY: TcJ.a1 Fee $100. !;0 Co(�NT/ ACT}(�?R: r - r�oo l i c ali t• - 9 Ory R D [ _ = 32ND ' IT NE 2645 WATERT#_#WN PG MC-If "!RCIS.E MN #_#R#_#N0 MPS f THE ;'�.�NDE�t��f�P�£D;.HER�I Y RE�.1F:RTS PERM ISS:I�+iii "� #'h�r� TES .f�� I �F�#� * " PEtIFIED 'AIV'�� 5 T �.� 1 N STR`Ic G+)MRL AWC T� A DINA�tE4 AW,,1 . 1 , CtRU } Ft"E SN • 1 APPLICANT/PERMITEE SIGNATURIRV ISSUED BY:SIGNATURE CITY OF ORONO SEPTIC SYSTEM PERMTr APPLICATION Box 66 (2750 Kelley Parkway) Crystal Bay, MN 55323 JOB SITE ADDRESS: Z'6 4/5- Occupancy Type: Residential L,-� 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:'Da"{ T W_V'5.e— Phone Number: e/7.? — o ko 2- Mailing Mailing Address: e,s ivb sqf_ City: Tp: Contractor's Name: /4k y.z s ,f- S d y.s PhoneNumber: 9 72- 3ss2 i �s z Mailing Address: z63 k2 = St, s.E• ~x4,-re City: Tp: 533kj 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. 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 installine the following: A. Tanks: V---P-recast Concrete _ Other Manufacturer Tank Capacities: 1)/ eP gal. 2) /ego gal. 3) /3 gal. B. Pump Station (if required) we c 3 1 1 Pump make & model (z, d (attach pump curve & literature); system design requires 3q gpm at 13 feet of head. High water alarm make & model 44ve�4r"4- Outside electrical work to be completed by installer - -- electrician other Inside electrical work must be completed by electrician. C. Treatment System: Trenches: s.f. Mound Depth of rock below pipe " Rock bed dimensions Lo'x GY' Drop Boxes Sand bed dimensions 39 'x_f-7 A--t• Distribution Box Pressure Dist. Pipe Diam. Maniford Pipe Diam. 2 " 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. SignatureofApplicant: Date: MPCA Certification No.: r J y -141 Staff Review: Approval Denial Reviewer: Date: Reason for Denial: op S-P TESTING, INC. Steven B. SYhirmers — MPC ert. o.-627 / 951 Katydid Lane NE • St. Michael, M 553 12) 497-3566 Decem r 9 3 Dickey site bot tL4-;--Block---2 (existing house) Orono , [Tenn . Co . , MN This On-Site Sewage Treatment System is Designed o a Type 1 , five bedroom home in accordance with the Minnesota Po tion Control Agency Chapter 7080 and local ordinances . This site has an existing failing trench system with effluent surface discharging & a seasonally high water table (mottled soil) less than 36" from the bottom of the trenches . The existing tanks may be used upon approval by the local Inspector. The soils on this site are SCS soils mapped - LrC - Lester loam. A seasonally high water table was located at 24 " to 34" (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 9 . 7 min/inch. A pumping chamber will need to be installed to lift the effluent to the treatment area . The manifold and supply line pipe must have back drainage to the pumping chamber . The distribution pipes shall have their ends capped. Be sure the rock and sand fill material are clean. The sod layer below the entire mounded area must be turned over, just break up the sod , be sure not to over work . The power supply and switches must be located outside the manhole and pumping chamber in a weather proof enclosure . A warning device must be installed with a light and sound device , this is in case of a pump failure. Mercury floats are a good method. All neighboring wells are located greater than 100 ' away from the proposed treatment area . r ` r,ti► � CONT ' D J J Dickey site Lot 15,B1k. 2 (existing house) 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 not 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. :h�i�rm e r�s OS SBS/ds o Li : 155 1.0IV; of sA►�o FN`%-/o� 1 SET- BACKS ' -L� - /0� T -- 1 / HOUSE System must be: I Tank ?o' from property lines X' G �-"f' c'--� ''}' �'Y-`' -D from wells 2-0 from b'Cgs. it•. reolment area = from !okes , = streams Treatment area "?�' from property lines NOTE:Power supply and switches must be located in I MANNo�ES n nt 7 c , weather proof enclosure outside the pumping chamber and manhole 1 Pi,IaL�� -� rom we.ls �' 'from bldgs. -L)-'from trees SOIL BORING ELEVATIONS in. - THAI 3"dia.su I 1 i e grade % TN.r2 EL.-Lo&4_S s a'F •) -/oa 1- Tank I Tank I :;, TH. 3 EL:1Q1�P Drop to Tank ► PRESSURE DISTRIBUTION MOUND SYSTEM TH.74 EL-1912_1- . � Min. I to 8 - Pumping TH. 5 EL.-L2.�3•r) Max.I"to 4' Chamber ELEVATION at PROPOSED PUlV' !%' CHA��IBER-1_Q._3a.01'�j W rn� 10 t,.c 4 to 6"dia.pipe pp�zunt . sQ ..__� - SYSTEM DESIGN -MOUND TYPE-:5-, E; BEDROOM , Average percolation rate min./inch (design.83 sq.ft treatment area per gal. of daily sewage flow) 20 gol./cloy x.83sq.ft/gal. sq.ft.of treatment area +10%=-&-V-4 sq.ft. ( ' IOft.width=1eq ft.length of bed area+side slope run -to I x33 height= 2'7 _ft.x32 ft.lawn•area needed) Clean rock needed- to"sq.ft.treatment area x LOr depth of rock==JL5 cu.ft=27=2_cu.yds.(3/4"to 21/2'dia. ,includes 2"of ruck above pipe) r Clean sand fill below rock needed IS 0 cu yds. approx. , sandy loam back fill�cu.yds.approx., topsoil 6"�cZ cu.yd. Jas � LEGoeh El�� —Co Aoo X0°70 'Co -Cov,SO\L FOF- w-IL4% -I Number of tanks required , Ist tank La--s!�Qgol. ,2nd Conk DO gal.minimums FL.v s ?"m P►N u Am pE V-- Pumping chamber capacity- 25% of daily sewage flow of�J gal.=J-'dYga I.+reserve storage of 150•j;?:1/BR: D'1 gal.+pipe back drainage PROPERTY OF of-1�gal./100 hn.ft.ofd"dia. supply pipe, lin.ft.needed, 11_gal+manifold_1_`6gol./100lirtft of 3"dia.pipe,In.ftneeded Z ,��got. 1•-ions£ ` .. total capacity needed 9 j 1 gal.(plus an3o for pump) ug v m,r%. 1 a�y ga,1,ca P, Jeo�0 Distribution pipe I-21"dia. , -IftJ�lin.ft,?133dia. perforations-1..'oport Pump size-hp. (pumpable capacity 20lgal.4cycles/day) Jjs<---o l-Z:i, H*GAo mss S�s�eltlEt�u� 3�aa%) mr n. S_P TESTING ZOC � Note: When constructing bed - , this area should be shaped Note= Distance from treatment area to neighboring we!ls- Designed 9y �, 'a G'wer' run-e`! `rom en!er.nc treo'ment crea. i !i I 338 1 '�i•7�` AL`.. V 0 s3.7 ►66 .►714 /o'iy �ti \} J/ — roi1.6 ala •y c M 0,wo { G .o J017.7 fi Percodolion Tests Scale: XSoil Borings I + �a>;.� 'fes t$Bench. t.crk Note: This system is to be constructed to meet f the Minnesota Potiu!ion Control A;ency Chapter 7080 & Local Ordinance] 'xI.Ct S 1 /01f S g,��p�.,,,ve2�•v -Co )+as-sAu- 1 Check all underground utilitiesi SAX e� -CNf 'PR.o4os<t� PrCrYt c-a ►1� t}- L _—-�— - P`.°`rtiin.o ro7o.1 PR P"RTY OF:I7) 1 Hot. own�(� ,� ✓� �-}�'�� dv S-P TES RNG IN F..: I Designed By-'��a- `7 Cote t3l�?/2 PN-612-497-3566 MOUND UL'51UN wulcn�►r�LI (For Flows up to 1200 gpd) to b A. FLOW ' Eglmated Sewage Fbwa in Cellons pa day • Estimated _ 2SOgpd (see pages D-7 or I-3,4,5) Nwnbff or measured - gpd x 1.5 = _ or Tye I T,v,c n nea�m. IV B. SEPTIC TANK LIQUID VOLUMES 3 450 30000 218 4 600 375 256 a a■ 1-la-CO A )-/oo o gallonsIsee pages C-3 or C-5) s 750 450 294 •o 6 900 525 332 7b.1. 7 1050 600 370 u°' C. SOILS (refer to site evaluation) 8 1200 675 408 tdvms I. Depth to restricting layer = inches Scplk T-k C.p.,iti,in 2. Depth of percolation tests = i - inches ; , m; ��inm P-Cily id l...b,,:cp 6po-;n a C,ip.city aub.�c di.pu..l 3. Percolation rate /. mpi 2orless 750 1125 3a 4 1000 1500 4. Land slope % 4or6 Isw 2250 7,6 or 9 2000 3000 D. ROCK LAYER DIMENSIONS 1. Multiply flow rate by 0.83 to obtain required area of rock layer: Daily Flow x 0.83 = -),<O _gpd x 0.83 sq. ft./gpd = 6,aa sq. ft:lioc>v=6,,dL4 2. Select width of rock layer (10 feet or less) _ >o ft. 3. Length of rock layer = Area+Width = sq. ft. + f o _ft. _ - ft. Rock Bed t f�r1.•t•1•ti•1,•ti••• • ., ti.:,: 1 ti'ti'ti•�'ti•ti•ti•ti•;•ti•ti•ti•ti•ti•ti• Width s10ft. E. ROCK VOLUME '}�f'f+•ti•ti••••ti••• I ---1 1. Multiply rock area by rock depth to get cubic feet of rock; Length 4,�sq. ft. x Lv t'ft. = )I e cu. ft. 2. Divide cu. ft. by 27 cu. ft./cu. yd. to get cubic yards; 21Vcu. ft. 4.27= cu-'yd. 3. Multiply cubic yards by:1.4,to get weight of rock in tons,; ; Q�n cu• yd.x 1.4 ton/cu. yd. =-3V tons. ' } t L,0, F. ADSORPTION WIDTH z-L-R4 Lo -w l 1. Percolation rate in top 12 inches of soil is 9.7 mpi Absorption width Sizing Table 2• Select allowable soil loading rate from table on page E-- a_Rp"e� so,,Texture CaOons Ratio or gpd/ftz P g pvdayper AoPockWXftnyon er � X ,: tneh(MPIj .. ith tgo,re taa to Rock Lave. I 3. Calculate adsorption width ratio by dividing rock layer FwterOwn 0.1• com:eSood .__ loading rate of 1.20 gpd/ft2 by allowable soil loading rate; 0..1 as0• FuicSad•• 0.o 2OD 1.20 gpd/ft2�+- .L.�gpd/ft2= _ a.t� 6`t'0 t�. 0.6600 i00 311o,15 Sib Loam 0.50 2.40 Check Misvalue on page E-16. 46w6o cIa L.vm oas 2.67 4. Multiply adsorption width'ratio by rock layer width to get sD b„a Clay 0`24 s.:U0 s�tn>nt as required adsorption width; a•reg x / o ft =a4 o ft . i+ F syq• �`�..�.W'++;�'�Y�,� .moi Y;,� :.i r .. :?c r :t,...: ,AA-)WNSLOPE DIKE WIDII-I 1. If landslope is..3% or more, subtract rock layer width from adsorption width to obtain minimum downslope dike toe for absorption: 2. Calculate minimum mound size based on geometery: a. Determine depth of clean sand fill at upslope edge of rock layer: Separation J. 0 feet b. Multiply rock layer width by landslope to determine drop ,a ill elevation; SIOF1C Diffi,rence L x % y 100 = feet c. Add depth of clean sand depth of clean sand for -)-Q-&- -,�- a 1-� �'••��►•a°-.�• Re °.d W h% .. separation at upslope edge (2a) to depth of rock layer to 111 lw� rock depth and the depth of cover to find the total mound height at upslope edge of rock layer; ft + 1 ft + 1 ft = -3 . 0 feet d. Enter table on page bottom with landslope and upslope dike ratio. Select dike multiplier of 3. -DL-"s e. Multiply dike multiplier by upslope mound height to get upslope dike width: 3.u x 3.Z5 = _ o feet f. Add the depth of slope difference (2b) to the upslope height to get the downslope height 7. o + � L, - '. ;, 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. L x .z� = J feet L Compare the values of step G.1 and Step G.2.h.-SeTlect the greater of the two values as the downslope dike width; feet j. Total mound width is the sum of upslope dike R« a ew►a ; UpsiopeDikewidii� width plus rock layer width plus downslope 'K dike � '"1e'.•,'8m • �` width; .:.: w 10 ft + 0 ft +_c ft =feet u to>xbik;W , :•u' io Mewiav;Ll� '. k. Total mound length is the sum of upslope g °wiaiti'I dike width plus rock layer length plus upslope dike width; .... .. .. .... .. .. . .. ...... .. ........ .. .. /0 ft + C,cK1 ft + jQft = Meet To1,1Leno + fo sir -t- /01(0 /oG Downslope UPSIOpe 3:1 4:1 S:1 61 7:1 3:1 4:1 5:1 6:1 7:1 8:1 x slope 0 3.0 4.0 S.0 6.0 7.0 3.0 4.0 5.0 6.0 7.0 8A 1 3.09 4.17 5.26 638 7.5.4 2.91 3.85 4.76 5.66 6.54 7.41 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 4.54 5.88 7.32 8.66 2.75 3.57 4.35 5.08 S.79 6.45 4 3.41 4.76 6.25 7.89 9.72 2 M: 3.45 4.17 4 54 S.46 6.06 5 353 5.00 6.67 657 10.77 :nI 3.33 4.00 161 5.19 5.71 6 3.66 5.26 7.14 9.38 12.07 2.54 3.23 3.85 4.41 4.93 5.41 7 3.80 S.56 7.69 1034 13.73 2.48 3.12 3.70 4.23 4.70 S.13 8 3.9S S.88 833 1154 15.91 2.42 3.03 357 4.05 4.49 4M 9 4.11 6.25 9.09 13.04 18.92 2.36 2.94 3.45 3.90 430 4.65 10 429 6.67 10.0 15.00 2333 2.31 2.86 3.33 3.7; 4.12 4.44 11 4.48 7.14 11.11 17.65 30.43 2.26 2.78 3.23 3.61 3.9S 426 12 4.69 7.69 1250 21.43 43.75 2.21 2.70 3.12 3.49 3.80 4.08 PUMP SELECTION PRO F1�t tit F �. D0ermine r•,mn canarity, CGravity Distribution - ora PERFORATION OF A PERFORATED LATERAL 1. Minimum suggested is 600 gallons per hour(10 gpm)to stay ahead of water use rate. °rai Cover 2. Maximum suggested for delivery to a drop box of a home system is 2,700 T � gallons per hour(45 gpm)to prevent build-up of pressure in drop box. :?' L,omy Sad ,r„ '; .r C061491114 Fabk(e. �, )e„r el her or.4,e ee.er.d r'irA red resin pope.) we:r.r. Ni4.d /k.rron oi hlr;jill:i 1�utIl TJUti )Il y�},,•. `v7... G-'. •v.. Ing.Gcp Neer Top r 3. a. Select number of perforated laterals P11; % ; w) R« At t•O"Vy«e ra•. b. Select perforation spacing= 3 ft. �` •' Rock c. Subtrao 2 ft.from the rock layer length. ""'°'°"""t°aa1id•' �' C)eo•341"tarty �e)we e/LwNrN 2 ft. _ft. Orwool Sol, d. Determine the number of spaces between perforations. 900"P60c.kV SorW « Length perf.spacing=��ft.+�ft.= a- spaces e• � spaces+1 = ;k,-�-perforations/lateral TABLE OF PERFORATION DISCHARUFS IN GPM f. Multiply perforations per lateral by number of laterals to Head Perforationdlameter(inches) Lettotal number of perforations. . x -a- = 1,`�_perforations. '7n 14 1.0a 056 0.74 $ pe{, x s= r gpm. 15 0b9 0.90 2.Ob 0.80 1.04 2.5 0.89 1.17 SELECTED PUMP CAPACITY 3 gpm 3.0 0.98 1.28 4.0 1.13 1,47 B.Determine head requirements: 5.0 1.26 1.65 1. Elevation difference between pump and point of discharge. ause1.0foot ofhead for residential systems. feet bUse 2.0 feet of head for other establishments 2. If pumping to a pressure distribution system,add five feet for pressure required at manifold 5� feet 3. Friction loss Pipe Length a. Enter friction loss table with gpm and pipe diameter. Read friction loss in feet per 100 feet from table. Point of Discharge F.L.= a_ . le ft./1o0 ft of pipe f°�`� b. Determine total t length from pump to discharge Elevadon Difference P�Pe g Pump )01& point. Add 25 percent to pipe length for fitting loss,or use a fitting loss chart. Equivalent pipe length-1.25 times pipe length= F-18b (� x 1.25=_ '� feet F1.5ch 2.0 inch 3.0 inch c. Calculate total friction loss by multiplying gpmalmlou 0_ toottbrpi�friction loss in ft/100 ft by equivalent pipe length. 10 0.20Total friction loss= �� 12 0.28 x 7 S� +100=� feet 14 .28 0.38 4. Total head required is the sum of elevation difference, 16 1.63 0.48 special head requirements,and total friction loss. 18 2.03 0.60 20 2.47 0.73 0.11 25 3.73 1.11 0.16 -�_+ _+�_ 30 5.23 1.55 0.23 (1) (2) (30 35 7.90 2.06 0.30 40 11.07 2.64 0.39 45 14.73 3.28 0,48 TOTAL HEAD .__12_feet 50 3.99 0.58 55 4.76 0.70 C. Pump selection 60 5.60 0.82 I. A pump must be selected to deliver at least 3C14 gpm (Step A) with at least 1 feet of total head (Step B). V I.. V V 1.♦ I _ Location or Project Dickey site, _Lot 1+, Block 2 (existing house) Orono Borings made key S-P T-estinq, Inc. Steve Schirmers Date 12-8-93 Classifiction System: AASHO USDA-SCS X Unified Other AUget u5t.cu (t:ht::CK Lwv► : A:auU_ n or eoweL , r llynL or BUCKet X Depth, Boring number 1 Depth , Boring number 2 in in i feet Surface elevation 1019 . 5 feet Surface elevation 1020 . 5 0 i Topsoil dark brown 1 _ Topsoil dark brown 1 _ loam loam 0 - 1 ' 8" 2 _ 0 - 2 ' 2 - Br yoamayl ' 8" - 2 '-MOTTLED 2' Brown clay loam 2 ' - 2-1/2 ' -MOTTLED 2 1 2 ' Rusty olive brown 3 _ 3 _ clay loam Rusty olive brown clay loam 2 ' - 3 ' 10" 4 - 4 - 2-1/2 ' - 4-1/2 ' Rusty olive gray Rusty olive gray loam loam 5 _ 4-1/ 2 ' - 5 ' 5 - 3110" 5 ' 6 - 6 - 7 - 7 - I 8 - 8 - End of boring at 5 ' feet. End of boring at 5 ' feet. Standing eater table : Standing water table : present at feet of depth, present at 4 ' 211 feet of .depth, hours after boring . 18 hours after boring. Not present in ho, - t. X Not present in hole Mottled soil : Mottled soil : Observed at 2-1/ feet o.-" depth . Observed at 21 feet of depth. Not present in hole Not present in hole Comments : Comments : _ ,. ,._ .. . iON it UUL. Location or Project Dickey site, Lot 11, Block 2, (existing house)Orono Borings made' by S-P Testing, Inc. Steve Schirmers Date 12-8-93 Classifiction System: AAS11U _ USDA-SCS X Unified Other Auger used (check two) : (land X or Power , Flight or Bucket X Depth , Boring numberDepth, Boring number 4 in in feet Surface elevationfeet Surface elevation 1021. 6 Topsoil dark brown loam Topsoil dark brown 1 _ loam ay - br wnclay 0 - 1' 4" 1 ' 2" - 1-1/2 ' yoam 2 Bro4 YoamlY1/2 ' - 2 ' -MOTTLED 2 ' 2 Brown clay loam Rusty olive brown - 1 ' 4" - 2' 4"-MOTTLED 2 ' 4 " clay loam w/traces 3 2e _ 3 . 411 of sand 3 - Rusty olive brown Rusty olive gray clay loam clay loam 4 - 4 - 3 ' 4" - 414" 214" - 414" Rusty olive gray loam Rusty olive gray 41411 - 5 silty loam 5 - e 5 _ 4 4 - 5 6 - 6 - 7 - 7 - 8 - I 8 - i I End of boring at 5 ' feet . End of boring at 5 ' feet. Standing water table : Standing water table : present at 2' 10" feet of depth , present at feet of depth, 18 . hours after boring . hours after boring. Not present in hole Nct present in hole X Mottled soil : Mottled soil : Observed at 2 ' feet of depth . Observed at 214" feet of depth. Not present in hole Not present in hole Comments : Comments : C't:1�5:1..1•' i .'.'. :'1 . .: .� UU!,. ,I. � I:ut i ny:; Location or Project Dickey site Lot1j,Blk. 2, (existing house)Orono Borings made by :;-p ;estinq, Inc. Steve Schirmers Date 12-8-93 Classifiction Sy3tem: AASHO USDA-SCS X _; Unified Other _ Auger used (check two) : (land_ X or power Flight or Bucket X Depth, Boring number 5 Depth, Boring number 6 in in feet Surface elevation 1022. 7 feet Surface elevation 1020. 9 .1 — - - 'o; .,. r '. �+:ars: f)rU!•!Il loam - loam 0 - 1011 - Brown clay loam Brown clay loam 22 LED 2 ' 2 10" - 2 ' 2"-MOTTLED 611 _ 214" 11 Brown loam Rusty 2 ' 2" - 2_1/2' ooliVeay lbrown 3 - 2 ' 4- - 2 ' 10"-MQ�&�D 3 - oam Rusty olive brown loam Rusty olive brown 4 - loam 4 - 2-1/2' - 4 ' 2" 1 Rusty olive gray silty loam 5 - 2 ' 10" - 51 412" - 5 ' 5 - 6 - 6 - 7 - 7 - I 8 8 _ I I 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 pres?nt in hole x Not present in hole X Mottled soil : Mottled soil : Observed at 2 ' 10" feet of depth. Observed at 2 211 feet of depth. Not present in hole Not present in hole Comments : Comments : Location or project Dickey site ,Lot1J,B1k. 2, (existing house) Orono Borings made by S-piestinq, Inc . Steve Schirmers Date 12-8-93 Classifiction System: AASFIO USDA-SCS X Unified Other Auger used (check two) : Hand X or power Flight or Bucket X Depth, Boring number 7 Depth, Boring number in feet Surface elevation 1021 . 6 feet Surface elevation 0 - 1 ' Brown clay loam 2 1 ' - 2 ' 4"-MOTTLED 2 ' " 2 Rusty olive brown loam 3 - 2 ' 411 - 3 ' 3 - 4 - 4 - 5 - 5 - 6 - 6 - 7 - 7 - I 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, i hours after boring . hours after boring. No` present in hole X Not present .'.p hole Mottled soil : Mottled soil : Observed at 2 ' 4" fe.et of depth. Observed at feet of depth. Not present in hole Not present in hole Comments : Comments : CERT . n000627 PERCOLATION TEST DATA SHEET L't.m. aim test :uin�, adeh. S P Testin� Tnc u►il —9-9 staning at 7 Percolt,. Lot1�,B1k. 2,Dickey si 12-8-93 Test hole location f le number 1—• Date hole��as prepared Depth of hole 110HO"t 12 inches. Diameter of hole 6 inches Ihp[it. inches Soil text ue 0 — 12" Topsail dark hrow Method of scratching sidewall Knife Depth of gravel in bottom of hole 2 Jnches 12-8-93 � Date and hour of initial water filling . epth: 30�if�initial eater 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 fTime Percolation ime interval, Measurement, Drop in water rate. Remarks minutes inches level, inches minutes per inch 8 :05 prefill 6 8 : 17 I 8. 47 3-3/4 8.0 30 min 8 : 58 9: 28 3-7/16 8.7 16 9 . 1 3-5/ 9 : 29 9 : 59 . I - i I i I 8. 6 6 Percolation rate = minutes per inch. CERT. #00627 PERCOLATION TEST DATA SHEET Percolation test readings made b% S—P Testing, Inc . 12-9-93 8: 18 on starting at Lott'9,B1k.2,Dickey site 2 "I"`o 12-8-93 Test hole location , Hole number , Date hole*as prepared Depth of hole bottom 12 inches. Diameter of hole 6 inches Soil(1,11J Iti'm le", hole: Depth, inches Soil ICRIure 0 — 12" Topsoil dark brown loam Method of scratching sidewall Knife Depth of gravel in bottom of hole 2 inches 12-8-93 2 : 30pm 12 Date and hour of initial water filling_. Depth of initial\\ater 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 8.05 prefill 6 8 : 18 8: 48 2-13/16 10. 7 30 min 8: 57 9: 27 2-3/4 10.9 It " 9 : 30 10: 00 2-3/4 10.9 j I Percolation rate = 0 - 8 minutes per inch. CERT. 1#O0527 PERCOLATION TEST DATA SHEET S-P Testing, Inc. 12-9-93 8: 19 �`"?% Percolation le,t readings made by on startim_at p.m. Test hole location Lotl4-,Blk. 2,Dickey sitElole number 3 — Date hole was prepared 12-8-93 Depth of hole bottom 12 inches. Diameter of hole 6 inches Depth. inches Soil texture 0 — 12" Topsoil dark brown loam Method of scratching sidewall Knife Depth of gravel in bottom of hole 2 inches n Date and hour of initial water filling 12-8-13. fit Miin,tial water filling 12 inches above hole bottom Method used to maintain at least 12 inches of .%ater 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 8 : 05 prefill 6 8 : 19 8: 49 of . 4-7/16 6.8 30 min 8 : 56 9: 26 to4-1/8 7.3 9 : 31 10 : 01 3-7/8 7.8 " i I i Percolation rate = 7. 3 minutes per inch. CERT. #00627 PERCOLATION TEST DATA SIIEET S-P Testing, Inc . 12-9-93 8: 18 Percolation test readings made by on starting at r.6,r.•r Lotl9,B1k.2,Dickey site 2 12-8-93 Test hole location , Hole number Date hole w-as prepared Depth of hole bottom 12 inches. Diameter of hole 6 inches Sail(L<<j I1,';u tc't llolr: Depth. inches Soil tCXtUre 0 — 12" Topsoil dark brown loam Method of scratching sidewall Knife Depth of gravel in bottom of hole 2 inches 12-8-93 2: 30pm 12 Date and hour of initial water filling .Depth of initial eater 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 8 :05 prefill 6 8 : 18 8: 48 2-13/16 10. 7 30 min 8 : 57 9: 27 2-3/4 10.9 it it 9 : 30 10 : 00 2-3/4 10.9 " I I Percolation rate = 10- 8 minutes per inch. CERT. #00627 PERCOLATION TEST DATA SHEET Percolation test readings made by S—P Testing, Inc. 12-9-93 8 : 20 a.tn on starting at �5-ni. Lot14,Blk.2, Dickey site q"'""' Test hole locatior> , Hole number , Date hole was prepared 12-8-93 Depth of hole bottom 12 inrhe>. Diameter of hole—inches inches tioil111,111 tc<t hole: I)el)th. inches Soil texture 0 - 12" Topsoil dark brown loam Method of scratching sidewall Knife Depth of gravel in bottom of hole 2 inches Date and hour of initial water filling 12-8-93 '4APPRnitial water tilling 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 inches level, inches minutes per inch refill 6 8: 50 it 2-5/16 13.0 30 min 9: 25 2-3/16 13.7 it : 02 2-3/16 13. 7. 13 . 5 5 Percolation rate = minutes per inch. i CERT. #00.627 PERCOLATION TEST DATA SHEET a.m. ' Percolation test readings made h�. S—P Testing► Inc. on 12-9-93 startin�2 at 8:21 h.n,. JaKp Lotll,B1k. 2,Dickey site 5 12-8-93 Test hole location . Hole number , Date hole as prepared Depth of Bole holtolli 12 inches. Diameter of hole 6 inches U.1?th. in:i,e> Soil texture 0 - 6" Topsoil dark brown loam 611- 12" Brown clay loam Method of scratchine sidewall Knife Depth of gravel in bottom of hole 2 inches 12-8-93 2 : 30pm 12 Date and hour of initial v.ater filling . Depth of initial water f illins, inches above hole bottom Method used to maintain at least 12 inches of water depth in hole for at least-t 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 8 .05 prefill 6 8 . 21 8. 51 of3 10.0 30 min 4 I 9. 24 it3 10.0 of 1.1 9 . 33 I 10 : 03 2-15 16 10.2 I Percolation rate = 10 .1 minutes per inch. CERT. #00627 PERCOLATION TEST DATA SHEET S-P Testing, Inc. 12-9-93 8 : 22 a �» Percolation test readings made by on starting at p.m. Lotl5,B1k. 2,Dickey site 6 '"" 12-8-93 Test hole location , Hole number , Date hole was prepared Depth of hole bottom 12 inches. Diameter of hole 6 inches Sell data hemi tr.t 11111r: Depth. inches Soil texture 0 - 10" Topsoil dark brown loam 10" - 12" Brown clay loam Method of scratching sidewall Knife Depth of gravel in bottom of hole 2—inches 12-8-93 2 : 30pm 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 eater depth in hole for at least 4 hours Automatic s iphon 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 8 .05 prefill 6 8: 22 8: 52 of4-1/8 7. 3 30 min 8: 53 9 : 23 is 3-15/16 7.6 of it 9 : 34 10 :04 3-3/4 8. 0 " i Percolation rate = 7. 6 minutes per inch. T TIME CITY OF ORONO CALLED IN INSPECTION NOTICE _ SCHEDULED 9 9 0%)PERMIT NO.��7`J COMPLETED ADDRESS 4� OWNER CONTR. TELEPHONE NO. Z 76 2-- DESCRIPTION iDESCRIPTION 01 FOOTING 11 MECHANICAL 16 WELL TEST PUMP Q 02 FRAMING 11 MECHANICAL FINAL 18 EXCAV/GRADING/FILLING ti 03 INSULATION 24125 WOOD BURNER/FIREPLACE 19 LAKESHOREIWETLANDS O Z 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 07 DEMO—FINAL 27 SEPTI 21 COMPLAINT W 09 PLUMBING RI SEPTIC INSTALL. > 22 FOLLOW-UP J 10 PLUMBING FINAL 23 SEPTIC AL OWNER/CONTRACTOR TO MEET YOU: YES_NO COMMENTS: W -- l CIL Cr O cc O W W cc Q Z W W cc Z, O WW ❑WORK SATISFACTORY:PROCEED El PROJECTCOMPLETE W ❑CORRECT 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 ❑STOP ORDER POSTED.CALL INSPECTOR r CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next ins tion 24 hours in advance.473-7357 Owner/Contractor Inspector. IV White Copy/Inspector's File Canary Copy/Site Notice DATE TIME CITY OF ORONO I CALLED IN INSPECTION NOTICE p�y�� SCHEDULED -- PERMIT NO. 4` cOMPL ED ADDRESS OWNER CONTR. P� TELEPHONE NO. DESCRIPTION �' 01 FOOTING 11 MECHANICAL RI 16 WELL TEST PUMP Q 02 FRAMING 11 MECHANICAL FINAL 18 EXCAV/GRADING/FILLING y 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 19 LAKESHOREIWETLANDS Cl Z 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 v 07 DEMO—FINAL 27 SEPTIC 21 COMPLAINT 09 PLUMBING RI C I 22 FOLLOW-UP J 10 PLUMBING FINAL 23 SEPTIC FINAL OWNER/CONTRACTOR TO MEET YOU:_YES,_y NO COMMENTS: cc CL cc o _ cc 0 Q. W QC Q 2 W Z W cc W ,P1 W W ORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE �/❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY C) 11CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. pHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR r' CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance.473-7357 Ownericontractor s' oe Inspector. White CopylInspector's File Canary Copy/Site Notice DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED PERMIT NO. DOMPLET D ADDRESS OWNER CONTR. TELEPHONE NO. DESCRIPTION 1W 01 FOOTING 11 MECHANICAL RI 16 WELL TEST PUMP tL Q 02 FRAMING 11 MECHANICAL FINAL 18 EXCAV/GRADING/FILLING y 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 19 LAKESHORE/WETLANDS Z 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 v 07 DEMO—FINAL 27 SEPTIC MAINT. 21 COMPLAINT = 09 PLUMBING RI 1 ALL. 22 FOLLOW-UP v 10 PLUMBING FINAL 23 SEPTI Z OWNERICONTRACTOR TO MEET YOU: YES_NO COMMENTS: r a j 0 0 W Q z W z W cc Uj ❑WORK SATISFACTORY:PROCEED ROJECT COMPLETE W ❑CORRECT WORK&PROCEED //❑ISSUE CERTIFICATE OF OCCUPANCY 0 ❑CORRECT WORK CALL FOR REINSPECTION TEMPORARY C1 BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN r 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 e: pdq Inspector. White Copy/Inspector's Fib Canary Copy/Site Notice