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HomeMy WebLinkAbout1994-006537 - new septic system PERMIT CIT"' qft OF.ORONO PERMIT TYPE: 2750 Kelley Parkway- P.O. Box 66 Crystal Bay, Minnesota 55323 Permit Number: -G,S: 7 (612) 473-7357 Date Issued: `27 1,::jA SITE ADDRESS: N0!----.'TFHf DIR 2 Of DESCRIPTION: W a.f e r Y :Dfn9e1' tj-a T3-!Lz,I- Lj REP,10,MTE TEMI 110 C TAI,,A![LCLTi r L11 J A tL. + 1'-10Jvvvvv i3° rl--ki vi L-1-ft VV 4 vi b."11 L. A Ti .;7A, v ?V T flinflu% rud T1J-1101.lv 11VVA fiv0i. I J. j-L�"-'v -'-- -- ITe,. .1.1 v REMARKS: FEE SUMMARY: -ur Tc-t-al. CONTRACTOR: OWNER: i,A S47 1811 5-1 ;0N E'LtIER ED JE (,,V-- r M c AID 36 DELLAINO MN S'S�'3'28' Mi 11.11, 5 S' N 1—i i L 11 r% i L i APPLICANT/PE EE SIGNATURE ISSUED BY:SIGNATURE as. s CITY OF ORONO SEPTIC SYSTEM PERMIT APPLICATION Bog 66 (2750 Kelley Parkway) Crystal Bay, MN 55323 JOB SITE ADDRESS: Occupancy Type: Residential Commercial Other iol 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: Z!&� PhoneNumber. Mailing Address: g=am z yr City: Tip: Contractor's Name: —4 f ,r�'_,, PhoneNwnber: ,,;;y � Mailing Address: SPly City: DO NOT MAIL PAYMENT WITH THIS APPLICATION GENERAL INSTRUCTIONS 1. Applications for septic system permits may be mailed or submitted in person at the City Offices; however, permits will not be mailed out. The permit must be picked up in person at the City Offices and work must not begin unless the permit card is on the job site. 2. Permits will be issued only to contractors holding a City of Orono Septic System Installers License. 3. All work must be done in accordance with the approved septic system design. Design reports are not considered approved unless accompanied by the "City of Orono Septic System Approval" cover sheet signed by the City Inspector. 4. The following inspections will be required for all septic systems: A. Pre-installation site inspection to include inspector, installer, and general contractor. B. Tank installation prior to covering. C. Drainfield trench installation prior to covering. For mounds, inspection is required after rough-up but prior to sand placement (sand will be jar tested for silt content), and again during pressure distribution piping installation in the rock bed. D. Final inspection to verify proper final cover depths and to verify that all pump station (where required) components are functional and comply with codes. 5. Individual holding WCA Installer Certificate shall be present during inspections. A 24- hour notice is required for all inspections. 444 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) 11NO gal. 2) /6,-) gal. 3) gal. B. Pump Station (if required) Pump make & model IV.x. (attach pump curve & literature); system design requires _3�® gpm at J t9 feet of head. High water alarm make & model r.�, ��_ 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 _'x Sk'- Drop Boxes Sand bed dimensions 6 'xe,1Z Distribution Box Pressure Dist. Pipe Diam. Maniford Pipe Diam. /.0- 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 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: Da /J-- MPCA Certification N Staff Review: Appro Denial Reviewer: Date: Y®'',/ Reason for Denial: l -, CITY OF ORONO PgIC SYSTEXI ArPROVAL C A FT Of ( ' • Municipal offices Post Office Box 66 Crystal nay,Minnesota 55323-0066 LOCATION: 820 N. Shore Dr. W. OWNER: Rex Rewerts -, - — GENERAL CONTRACTOR: SEPTIC CONTRACTOR: SITE EVALUATOR: Koch's Soil Testing REPORT DATE: August 16, 1994. — The City of Orono has Approved your on-site system design as of �seD��r ?Q 1994 (approved-disapproved) (date) with die following cominents: Variances granted for lot lire and drivewa�y ',e_tba.c�l:s as no other site is available. THIS IS NOTA PERIMIT. T,.is is a design approval form which must accompany the site pian. A permit must be issued to a licensed septic contractor prior to installation. A list of currently license« septic contractors is enclosed. NOTICE TO INSTALLERS: Any changes to the approved plans and specs must have prior approval of thie Inspector (473 7357). Call for inspections 24 hours in advance. ALL.DRAINFIELD AREAS MUST BE FENCED OFF prior to building site excavation and fe::cir.7 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 drainffeld 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 ORO 70 By Steph n eckmOn-site Systems Manager TELEPHONE-473-735!•FAX-473-fiSiO . Koch's sols Testing P.O. Box 81 ' Loretto, MN 55357 Tel: (B 12)479-2637 Rex Rewtz 9/i6/94 �3z0 Torth 'Shore 'EV,ive Crono, Finn. fob Site; Above Address The current drai`nfield is malfinctionincr therefore another site was tested' in the fall of ' 1.993 (August!--1993) . The percolation tests indicated �En:,:.averao•e )er'colat.ion rate• on37. 1 min/in. and the dpth to mottled soil was at 14-2 inches with water at 22-38 inches . With the above infomation a mound system would hate to tae installed due to the water table. a system was design however the alj)j)arent size of the lot was not as bi.w as was assumed by. .the owner. herefore w'nne the actual survey of the lot was done' . a:, dif fernt design was done to see if the system could fit in the appiont.ed are;4s T!^.e size ' of mound system needed for .a 3 bedroom home ( based on 4.50 gal/da d ily water •useage and a pert . rate of 37. 1 min/in. the sizing factors ) would bee (-,4 ft. long on the upslope, 68 ft. lon,7 on the •downslope and 47 ft. "'wide .( 3102 sq. ft. ) . The size of the roW, bed needed would be 10 ft. wide by 38 ft. long ( 380 5.q. ft. ) . i1ronut of material needed,; 6and---225• yds. ---315 tons ave. depth--2.3 ft. Hods---14 yds. ---20 tors- " ,--1 ft''. . Sandy Loam- =---30 yds. "-1 ft. Topsoil------86 yds "--3/4 'ft. a The above amounts could vary by plus or,'m_inus 10 % This mound iiust 'be preesuri4'ed therefore •a pump tants (1000 gallon) and a pump ( 30 g/p.m.--145 gal/cycle--4 cycles/day .) must be installed . An alarm system both a sound and a light alarm systwm must be installed In the house to indicate pump failin9e. Fote ; Another_..�percolation test was done next to the d•rivway (1:-4) and the ave:' perc rate was 14:.Ili min/in.The soil borin; (,3.B.-6 ) indicated that sone, fill material was present however the oti$inil soil had a pert . rate of 14.•j• min/in. ,Therefore it can be assumed the compaction of the original topsoil did not occur. Howevev when the system is installed this fill • material should be removed so the sand is actually placed on.. top of' the ori,a;ln3l'-tpps6il. This practice will ensure better treatment of •the ' f:ffluent. Site Evaluator tHo ert A. Foch r.P.C.a., 1429 MPCA Certified et FN IN N, JN� Li S4MP5CT0R DATE PERMIT NO. APP,r3,OV--'--` AS SUBMiTTE-601 -1 of rRUVEU V'/ITH CORRECFIONS AS NOTED NOT APPROVED — CORRECT & RESU-P.11T � "nese comments are for your intormation. All work he 1--a ;r, tuli Com�lionce with all applicable t;U11-1i'li,; & . 0� — ai-torrients incii.- *,-, ;!ems not ncoed in nig I HIS .�LAN SET Jf-j Al' ALL TW�,:�k '• r1 ,y./r..,�.. .A...• ....rV kQ-4 V Vii AstU.lii A4 ILW"OTJOta tJUAA6l f S JUUVJ �.vl• • Type ._,�.._.__ llouee �3 bit ' v d ` U Septic Twit Volum® ' U doll Cherateristiosl 1 U0111.11 to 61911 soesonal 20110 or mutation level i= �• ,; Mottled soil level 2 Average keroolstion lisle �7. / ndt�ihoh t Design twigs ir, .• , 3 .,Soil, siti►Ig Jaotor 6), aq. its/ tpd • Laud Mope • D Book 'Lgor k Treatment Area) tilmeneiott f • ... I _ tele/da x u.u) eq rt / gat M , .3 844 Its •'� . uide x CJ • z _.�� ._.. rt i3 nook volume noododt eq, it. troatmant area R l , It& delith ek took a ^oa. Jde. x 1 .h jG 'toil •I. Uverell lllmeneione br lfow�dl uide •i a3: �.��� y�; d s•• i 3 It. flock Uldth /.._, Its •' '� It. 1 ons hock 101101 3 �L, aid slope I L 3 TOW laNn are• —G'C it. L �( � x!. M 3 ( Ci .� eq. t� 1 Hand tlulokl all. hook �� /. c� 1to Udek) f�f ,rJe. Z� lcee Sandy I.oetm (I It, tl>lok) _ou• rde. G • r 11 • . Toflsoll kGM th.ibk) 25�' b11 Ydit -i- r i tl htgiing Tnnk 6pagit,y t ' r.RI task i t ia) ,juri'llit rate I Lf J eyvle aitli at iednt 11 eyalelt/", tl�ln 711011tde® dr "llibnok CatatUntinn Reserve behaoltr - 5 , . �� t!ai tees onoloeed do I It• • 1UV Nile /.. 1 IU' lg��Ifdn� � c c ........... �•'' �•�� �}�..«,� �-Z..k.� Lc�,�.SL. �O•y�"ij� alt�,c; Ilia tW 6n Al" eyeLeM in tt�e hvnoo to ie / vL . Kitbnte punp i'ellute Ltetall . 1 both a sound and a'litht alarm. �. 1 ,1'erTorated ltletr,ibutioet Pipe. Diameter , c • z Li11oa1 Tt. " pgrt'orated bolas epnre at _ N al,art: J Sol.bneket . . : 1 anke U 17701 pt'-perty lino `7 5 j I From Neu �� � I1r71A bit I '1'roatnnont: Area: t l;;o:a :tnlca Tro:►t 8091.1-1. 1'rotA property litre )G • .'rom uell• � ! from )'tall are®d o r \ r\ • `Y�c�,, �J��. `,,_.,x', CV •,timet C�-' c .v��. MOUND DESIGN WORKSHEET SJc% IV. R (For Flows up to 1200 gpI) A. FLOW (} xEvamst:d Scaogc Mo v to Gal:aq Estimated 46-0 gpd C 38-tAlcct � ,x �.•mxr fgpdl or measured x 1.3 = gpd• of I Type I Type U Type m B ewooma ISO B. SEPTIC TANK LIQUID VOLUltiEEC c `e° J30 213 /el-v gallons C Sst cL, 1 �� �> 5 no .50 2%4 6 900 721 312 7 IWO 600 370 � , C. SOILS (refer to site evaluation) E ItDO 67J OX 1. Depth to restricting layer y inches '.P.rOC.P.^--tom-- 2 Depth of percolation tests = lam. inches ....•_•.� �,..,� � ,.,..,,,,�„ 3. Percolation rate 3), / mpi a a 4. Land slope c "0 ,s; I ,o p D. ROCK LAYER D 11rf E-,N'SI0, S 1. ?Multiply flow rate by 0.33 to obtain required area of layer: A x 0.33 = L gpd x 0.33 sq. ft./gpd = 7.5 sq. f:. .- y 2. Select wi.jth of rock laver (10 feet or IL-ss) Zc ft. 3. Length of rock layer - area + width = R.c'.; r?•�� �S�r• sq. ft. + iu ft. ft. �....,...:..; ;•.:•. •. ...;.... •.:•. ,••; •. CC :.......•�...: •.:% (( Y•r•:•r•r•r•:•r•r•r•r•;•r•:•r•r•:•a F•r•:•r•r•r•:•r•r•r•r•r•r•.•r•r•:.� E. ROCK VOLUNIE ►- Length --i 1. !iitultiply rock area by rock depth to get cubic feet of rock; -3s s q. f t. x / f t. _ �IL cu. f t. 2. Divide cu. ft. by 27 cu. ft./cu. yd. to get cubic yards; 3 cu. ft. +27= i 4 cu. yd. 3. Multiply cubic yards by 1e4 to get weight of rock in tons; cu. yd. x 1.4 ton/cu. yd. =Qc tons. iay� F. ADSORPTION WIDTH Absorption Width sizing,772ble 1. Percolation rata in top 12 inches of soil is mpi Prcolason RA. c.l % ><. to Minutes per Sal Teuwe`pei day per At.sor. b.<n cmpl) Isquart foa toRC 4 2. Select allowable soil loading rate from table; Fa,o d,� .1- co Sant �� O.5 c gpd/ft2 0.ltoJ•• FinoSa..Sandd•• 060 6 to 11 Sar.ay ta=m 0.79 16 b 30 60 1 to a dt lrstm 030 . r 3: Calculate adsorption width ratio by dividing rock laver 4,to.l, c., o:m 0. 3 loading rate of 1.20 gpd/ft2 by allowable soil loading rate; Sw•.zc:n C,; + ° 1.20 gpd/f;�+ �, gpd/Et2 = e�r•�,/G . Ito... Sod too coarse fix msutlanas of a standard syitem. See 7,0E0.0170 Sutpp 2.G.J,pale:6. 4. Multiply adsorption w 6 width ratio by rock layer width to get •• Soil 50. at mom of rum%and plus very rine und. required adsorption width; •'•Soil too hea ry for in%uJtation of a .?. O X /c ft = ft standard system. Sae:Qil0.U:10 Subp S.A.page 33. WNSLOPE DIKE WIDTH .'• r G. Do � 1. If landslope is 3%6 or more,subtract rock layer width from adsorption width to obtain minimum downslope dike toe ,=;2--'/'ft- c) ft = feet / 2. Calculate Minimum mound size based on geometery: a. Determine depth of clean sand fill at upslope edge of rock layer: Separation : 3 ft--IL __; feet - b. Add depth of clean sand for separation (2a) 3'� + foot Cover ,� 0 at upslope edge,depth of rock layer (1 foot) 3� 1/f act ao ea / to depth of cover(1 foot) to find the separation feet slopeo+ rerencec mound height at the upslope a ed a of rock upsoce wlatn a:�7 ft+ Ift + Ift=_-/ feet 1-feet Rock sea Width c. Enter table with lartdslope and upslope dike ratio. i feet Downslope width Select dike multiplier of 6:1�2-3 feet d. Multiply dike multiplier by upslope mound height to find upslope dike width:LL�j x 4,z _ / :? feet e. Multiply rock layer width by landslopto determine drop in elevation; Slope Difference 1 Jn x�_%a i 100 = O,6 feet f. Add depth of clean sand for slope difference (2e) at downslope edge, to the mound height at the upslope edge of rock layer (2b) to find the downslope height; ft + C+, G.) ft = 2 Lfeet g. Enter table with landslope and downslope dike ratio. Select dike multiplier of �J---) 6, h. Multiply dike multiplier by downslope mound height(2f) to get downslope dike width:/'G x 5 2.L q2,4 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; feet r j. Total mound width is the sum of uoaiooe wi6tn < /�feat upslope dike (G.2e) width plus rock >.. layer width (D.2) plus x»1,1 : : a6cX aeQ'..,Oln + /C. ree� downslope dike width(G.2i); a LIOzlooe wtccn f ft+ /o ft+ 4 ft = '7 feet 3 �`e" �' z < k. Total mound length is the sum of :. .. . .,.:. „� �c ;pOwn310 a WIQUI upslope dike width (G-2e) plus rock layer reef length(D.3) plus upslope dike width (G.2e); ft+ 3 31 ft+ 13 ft = feet i1 �.. •f� I� - C-� p J F •41t-1-. 5l , �.. ,. owns ope Ps oPe Total� 11 4..1 5:1 kl 7:1 ]:1 4:1 5:1 kl 7:1 6:1 t dope 8.0 0 34 4.0 S.0 60 7.0 10 6A S.0 U 7A ]� 4.17 J7b 6.76 753 191 3.83 4.76 5.66 656 7.41 2 ],l9 435 536 6.62 . 6.16 161 3 7 17O 456 $36 4.14 690 36 454 Us732 6.66 7.75 75 6. 7 4.11 5.06 q 645 4 ]_41 4.76 675 7.89 9.72 166 3.45 4.17 4.84 5.46 646 ' S 3M00 667 857 lO." 161 4.00 4.62 5.19 571 366 .?b i 7.16 936 1107 134 ]27 3.85 4.41 4.93 SAI 3AO 556 7.69 1034 U73 146 3.70 427 470 5.13 6 I.93 S." 817 1154 15.91 162 3.01 357 4.ol 4.69 4A6 y lid 4.11 Lis 9.07 11.66 18.92 236 194 3.45 3.90 4.]0 10 629 6.67 10.0 15.00 2733 2.71 186 711 173 4.12 4A& 7.14 11.1 t 17.65 ]0.47 2.75 in 323 3.61 193 426 11 4.46 t2 4.69 7.69 1250 11.4] 41.75 L'1 2.70 112 149 ]AO US ERE;SLIRE D(Sl"RIBIrrTr)N QVC--- EW PERFMAT►cW of A vERFaaTED LAwtea.. Gew two I. Select number of perforated laterals 3 T....It , '•.• Lar N OM1wM.FprN(M Itv 2. Select perforation spacing a 'J feet. uan saa.`"" ,n••M °""C~04,�,..,w peal /MIM MW n1Nla II./.M." 168 3. Since perforations should not be placed closer than 1 ft. to "We F ►a'oldL m 12'to Code 1110"the edge of the rock layer(see diagram),subtract 2 ft. from . P,,,M,,,,,„t,a;;w `� the rock layer length. . Ga.Sow tars a.,,•A of t.e,M.l Rods Iyer lagsh f t• "-- o,+orwl s.n rroo.nr,canna feet. ..,.,..I.a,,,eM+.L,„, TABLE OF PERFORATION D[SCHAR(:FS IN CPM 4. Determine the number of spaces between perforations. Head PerfOratton diameter Yrtrha) Divide the length above by perfc.:;:zr. :,,r~---yg n and round down to nearest whole number. OS6 Length per: spacing = 3e� ft. + 3 ft. = JJ spaces ub 1.5 OM i.o (3) (2) 0.89 1.17 3.0 0.98 IM 5. Number of perforations is equal to one plus the number of 4.0 1.13 1.47 perforation spaces. 5.0 1 1.26 1.63 I +i:se 1.0 foot of head for resldentlal systeau. / spaces + 1 = bUsa 7.0(eet of head for other estaklWhm...,. , p _ , perforations/lateral 6. Multiply perforations per lateral by number of laterals to �"" .10.ti-a-...�... get total number of perforations. —' 1 inch 1 =–FT 2.0 inch 2.5 14 18 28 13 26 lateral a X /s—/lu�era! / perforations. 3.3 121625 I 4.0 11 13 23 1.0 10 14 22 7. Determine required flow rate by multiplying number of perforations by flow per perforation r pefs X gpm/pal 3" gpm. "r..aa►nta,m .r oa r mrwyrw,*.,w 8. If laterals are connected to header pipe as shown on upper example, to select minimum required lateral diameter;enter � ��y " table with perforation spacing and number of perforations ,, �,�'' l per lateral. Select minimum diameter for perforated lateral = ',�'z.inches. � 9. If perforated lateral system is attached to manifold pipe near ; _ the center,lower diagram,perforated lateral length and number of perforations per lateral will be approximately one half of that in step 8. Using these values,select minimum diameter for perforated lateral = inches. � ,.•�� ~==� •' N Deto-mine pump eapadtjn I. Minimum suggested is 600 gallons per hour(10 gym) to stay ahead of water use tate. 41 . i 2. Maximum suggested for delivery to a drop box of a home system is 2.700 gallons per hour(45 gprn)to prevent build-up of pressure in drop box. ' 3. Use value from design of prtssuretribudo -te:zr. SHUCIBD FUW CAPA�C Spm B.Determine head requlrementtr -- f 4. Elmdon difference betvreas� r ump and point of dt dh gr- 0a+•allotr feet bat 2. 1f pumping to a pressure budon syalrnn,add Ave feet for prmnre required at manifold fee! is=iAti 3. Friction loss l.5 Inch Lo h+ch a. Enter friction loss table with gpm and pipe diameter. ] 5 tinea A40144 bwr loo Read friction loss in feet per 100 feet from page F-18. 10 0.69 0.20• F.L:=;«it./100 R of pipe `-+u 12 0." 0.21 b. Determine total pipe length from to dlsclhar •14 1.21 0.31 PuMp be 16 1.63 0.41 point. Add 25 percent to pipe length for fitting to 2.03 0.60 loss,or use a fitting loss chart. Equlvalentpipe 20 2.47 0.73 length-1.ZS times 1.11 V, '_length• 1.23 %;-6-x 1.Z'3 07�.�feet 7.90 2.06 C. Calculate total friction loss by multiplying �' 11.07 J-3r,; friction loss in ft/100 ft by equivalent pipe length. T J0 14.73 3.28 3.49 Total friction Ions 4 /G x,� ,�. ?.100• �• feet 4.76 4. Total head required Is"sum of elevation dlfr'eretxe, 60 special head requirements,and total friction loss. TOTAL HEAD �r7 =feet ' C. Pump selection 1. A pump must be selected to deliver at least V Pm (Slep'A)with at!east D"7 -/feet of total head (Step B). asttr�rto stt*eea3 ►toeee In slue i '� 1e ttirt a npioz D. Total Pumpout Volume ' ' ]pr� n r- 1. To maximize pump life select sump size forte 5 pump open dons per day. ;. : mss.- • � �� gpd 4®m ' .I.A5 ,gallons per dose '�' - `no.: 4" it "0 �� �= 2. Calculate drainback s � t I oro trop � 1. Determine total pipe length,Q-$ fed. 2. Determine liquid volume of pipe,I>- gallon per 100 feet. (see page F-18) F-18A 3. Multiply length by volume. Dralnback quandty o JJS•!eet x./1Z•5yallons/100 ft.• c gallons. ®'°'"� o'W • 4. Suggested drainback quantity'.>10 percent of pumped quantity. A larger drainback 1.2 7. percentage will decteasa pump station efficiency slightly but pumping energy costs aro 5 usually a relatively small part of the total household enssV costs. 1.$ 3. Total ur,p out volume equals dose volume+drainback ` 5 _)_„,_gallons per dose+ =gallons Total Gallons 3 • 4 6( REDWOOD, CED OR WATER TIGHT & LOCKABLE ELECTRIC BOX TREATED POST (4 x 4 min) • PLUGS OR ELECTRIC' CONNECTIONS �-NSIDELEXRIC CONNECTIONS MADE 2" PVC CONDUIT SCHEDULE 80 u St.A i- I/�.� XE S MANHOLE COVER CHAINED & LOCKED 6 SPACE LOOP OF POWER CORD FOR Ar �,Xew*! SETTLEMENT ' SEALED MANHOLE RINGS wirK p-�Y FI NAL GRADE :. , . AT LEAST 12" BELOW GRADE • - UNION? WIRE FROM POWER SUPPLY PIPE IS LAID ON A UNIFORM SLOPE FROM PUMP STATION UP TO SOIL TREATMENT AREA FOR PROPER DRAINBACK SEALED TANK COVER IF PIPE AT TANK MUST BE LOWER THAN UNION TO GET ELEVATION FOR DRAWBACK, PLASTIC ROPE OR CHAIN A 1/4 INCH WEEP HOLE MUST 78E USED WITH• ANCHOR ... . • WEEP HOLE ALARM FLOAT ON SEPARATE ELECTRICAL CIRCUIT - - - NOTES. ELECTRICAL WIRE FROM POWER SUPPLY L, EyF�V__ MUST NOT RUN OVER ANY TANKS BUT MUST BE LAID BESIDE OTHER TANKS AND MUST BE PLACED IN CONDUIT ALONG POS _ . SHUT—OFF LEVEL.9 ._ ELECTRICAL CORDS FROM PUMP AND FLOATS MUST BE RUIN THROUGH i CONDUIT. WIRES CANNOT HAVE GROUND PUMP CONTROL FLOAT _ .J��, CONTACT.z 46 . .'" .;,» �-s.• :w C� + ' - a � � .1 � •� -r � �- 4 G 8 = � "'._ � Lir::►,:�• •�. . •1 0.,� . -:Z. • E3-b LA*R OF GEOTEXTILE • LOAMY SAND CAP FABRIC - PERFORATED LATERAL GRASS COVER CLEAN SAND FILL : TOPSOILS MAXIMUM SLOPE--a- '70 •- 3 ' 3 TO 1 � TOPSOIL CLEAT ROCK q �: PLOWED 0 3�4 TO 2M/2 INCHES • SUBSOIL. DISKED SUR CE o SLOPE CROSS ECTION A —q PIPE FROM ! 17` f PUMPING CHAMBER � '` r-1,7I n } •PERFORATED ! ' • LATERALS i = 3:a3 BED AREA ( i 0IS . 20 gg� •• . INCH o t INCHES . 0 FEET•,,,_ DIRE MAX. DIKE I ' TOTAL WI TH ' • ' PIAN VIEW ti I or ­T oivF S r6 a n' N, Uig S I r)F_ OF, ko VS E 'T. 5d) 1 /00, o ijj S i3- z .k,- 17. SB _ 3 - 95. 0 3, 5-P)- q 5.B- 5 3 Cb 1� 11*0 FA 5 RCT A /N/N J ijD n 3 F3Q9Roo rf Z.6, 14m So p 1 6 C) , G 14 - T x x �. 100.0 j _ U10 3Q 3 a ' PIERCCLATION TEST DATA SHEET :f,istion test reading$made by \,\ '�° onW-q If`A Matting at p.m. urd prole location a°N• SA OAA- Pa ' .Hole number .Date hole was prepared �zo 1 ),-!i or hole bottom 1 inches.Diameter or hole inches ' I Jnla from lest hole: t Depth.inches Soil texture I a � t O:nd or scratching sidewall a.3 . oh or gravel in bottom or hole--'Z Inches and hour or initial water fillial Depth or initial water tilling /a Inches above hole boltom .IM used to maintain at least 12 Inches or water depth in hole for at least 4 hourzLZLO" .Maaimum water depth above hole bottom during tesl (.0 Inches Time Percolation � Timo Interval, Measurement. Drop In water rate. itemarks minutes Inches level.Inches minutes per Inch ISO o�, U !o30 goo -3-o CO- /1 y, 44`,3 r A 'colatlon rate -� minutes per Inch. , z f PERCOLATION TEST DATA SHEET ' a.m. 'atlon test readings made by"\ OreR owing at 9 p.m. _ Nrn ',ale locatloa�'�7'1�� l�.•5/►a.Jc Qr�- .Ifok trotnber Z Date hole was prepared `�123�9 3 •:orhok botto"` C2--jachee'Diameterafhole Jaches '.els atom Itst hole: i . Depth.Inches 4. Soil texture o _ r(3mc'ex •A of scratching sidewell A&Ls . h of gravel In bottom or hole Inches and hour of Initial water fillin Z3 3P�Depth or initial water fillin: �a Inches aboveholebbottton+ nod used to maintain at least 12 Inches of water depth In hole for at least 4 Maximum crater depth above hole bottom during res --inches Time Percolation Time Interval, Measurement. Drop In water rate, Remarks minutes Inches level.inches minutes pet Inch 03 3a 9 _ • O ~ o G Co 3//( 3/iC . I. colall"tato minutes pet Itch. , PERCOLATION TEST DATA SKEET ,ation lest readinp trade br 1 K°e�. oa.� z stating-+ Nnle locatl--�► ' $ao N..�i1'"�`� Qn9 .Hole number_.Date hole was prepares 123193 i of hok bottom a -inches.blawmer of hole inches ilia rmm test hole: ; t Depth.Inches Soil testate ° 1 ,r -odor scratching sidewall +,or gravel In bottom of hole �' Inches SPP !2 end hoar of Initial water Bilin 2 3 De th of initial water fillin Inches above hole 111otn +lod used to maintain at least 12 Inches of water depth in hole for at knot 4 hasu I .Maximum water depth above hole bottom during tet' �O Inches Time percolation Time interval. Measurement. Drop In water rate. Remarks minutes Inches level.Inches minutes per 160 t 90 �° a P 1 6. w tolatlon me nutes per Inch. , • B-27 ' Location or Project XxG A/0"er/-/ oree , ��G/✓O _ v Borings made by 6 , e C Date ��e?X191-3 Classification System: AASHO ; USDA-SCS e( ; Unified ; other Auger used (check two) : Hand Y , or Power ; Flight , or Bucket ems; other Depth, Boring number - Depth, Boring number in Surface elevation in Surface elevation 910 feet feet 0 0 x is-it 2 OWN t, 2 )"��� ��� 3 /i 6 — 6 — I 7 — 7 — 8 — 8 — End of boring at l feet. End of boring at 5- feet. Standing water table: Standing water table: Rresent at feet of depth, Present at 3SI1 feet of depth, hours after boring. -Z- rr hours after boring. Not present in boring hole _• Not present in boring hole . Mottled soil: Mottled soil: Observed at D9 Xet of depth. Observed at LSI fit of depth. Not present in boring hole Not present in boring hole Observations and comments: Observations and comments: r B-27 Location or Pro j -;)C) Iy �'t �ho-�e� , 1�'�1 • Borings made by I� Date Classification System: AASHO ; USDA-SCS `J+ ; Unified ; other Auger used (check two) : Hand tk , or Power ; Flight , or Bucket je other Depth, Boring number -3 Depth, Boring numbers&- Al in Surface elevation in Surface elevation 's' (o feet feet 0 0 2 — 2 (L . 3 3 �O s — i S — WOlt 6 C�Rx�' Q a y G�� 7 7_ �o u _ lQ 8 — 8 — P End of boring at It) feet. End of boring at feet. Standing water table: Standing water table: Present at I feft of depth, Present at O off '/ feet of depth, 2Y hours after boring. 2-4 hours after boring. Not present in boring hole Not present in boring hole Mottled soil: </ Mottled soil: 9 1 Observed atf et of depth. Observed at feet of depth. Not present in boring hole Not present in boring hole Observations and comments: Observations and comments: Lois of Soil 9orinr9 A� $� B-27 Location or Pro t 9(3 Iv�1JVh 5 AM4S� Borings made by Date y a 7)Iq � Classification System: AASHO USDA-SCS Unified ; other Auger used (check two) : Hand b�, or Power ; Flight , or Bucket ; other Depth, Boring number - Depth, Boring number in feet Surface elevation � � feet in Surface elevation 0 0 G .rJ 1 — G& 1 — 2 — << 2 — e' 3 — I �� 3 l G C1rv\, 4 — a 4 — 5 — 5 — �ll 6 — �CL��� � C� 6 — 7 8 — 8 — End of boring at feet. End of boring at feet. Standing water table: Standing water table: Present at _�j�r� feet of depth, Present at feet of depth, 'IV hours after boring. hours after boring. Not present in boring hole Not present in boring hole Mottled soil: Mottled Mottled soil: Observed at —'2J-/I/ feet of depth. Observed at feet of depth. Not present in boring hole Not present in boring hole Observations and comments: Observations and comments: • Location of Ptbj4tt �' ef I Doc oss PAG by Claeelticatlon System! AAS110 USItA-SCS X 1 Unlllid • ' Auger used (check tuo)! (land X or Pouer ____1 tliplit � of Idcket X t other . .Depth# noting nunblc �Aet1hp tlUkhlt In Surtite altvatlon y(c% �/ In outlets elevetlo+l ��-- teat \ (tet , • ' �'13v ��iLI �w� 4 1 n — all tj — 1 , • • 10 - 10 1 End of botint At 44 feet. End of toting At lett' Standing uatet tabled Stendinit uitet teblel Yrteent at , lett of depth, PtteOnt at , . .. ltlt of deptl'� • hours e(tot bo*1nR. 1 bout® elttt bat nit. 11ot pteetnt in boring hole �_. 11ot pttetlit In botlnk bolt • 11ottlt4 Doll+ �� ISottltd soli! Observed at test of depth. Obettitd it fttt;bf dertl 11ot •prestnt in boring hole 'tot prentnt lti 60nj. 1tnle • Co ` PERCOLATION TEST DATA SIIEET Lj� •'etloa lit readings made by , '► �` on �27/�1 y �tating at . 1_r c• /Inf1 ale Iocatlon �� i��r� ?' O .Hole nnmbet_� ._. 51 bete hole was prepare y`1 of hok bottoms Q Inches,Dlametet of hole- tnchtt . -I from lest hole: Depth.inches Sall texture I �Aj A j .5 scratching :d of d sldewal of grovel In bottom of hole 'Z Inches 3 f11 ! end hour of In(ti'al'woter(titin ' 'Depth of Initial water tillln L' inches above hole bottom ',,,d used to malnuln e►1943112 Inches of water depth In hole Por M least 4 hou t c )C .Moatrrou watet depth drove hok bottom during test. inches -- Time Percolation Time Interval. Measurement, Drop In water! rate. Rernerlca minutes Inches level.Inches tninutet per Inch 14 10J `'�/ ��/ICS /4j i Vt oistlon tate p Inures per Inch. DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE r✓1, SCHEDULED PERMIT NO. �J co PLETED ADDRESS Q � 2 OWNER h r ONTR. TELEPHONE NO. 4z DESCRIPTION 01 FOOTING 11 M HANICAL RI 18 EXCAV/GRADING/FILLING h 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETIANDS p 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION 05 FINAL 14 SEWER HOOK-UO 06 PROGRESS v 07 DEMO—SITE 27 SEPTIC MAI 21 COMPLAINT W 07 DEMO—FINAL EPTIC INSTAL 22 FOLLOW-UP = 09 PLUMBING RI 23 E 35 HARD COVER REMOVAL v 10 PLUMBING FINAL 36 FOUNDATION EMOVAL Q OWNER/CONTRACTOR TO MEET OU: VES_NO y COMMENTS: �" �G1 W 4 O O QC O W cc Q 12 2 W W QC O WORK SATISFACTORY:PROCEED W ^ PROJECT COMPLETE W ❑CORRECT WORK&PROCEED G ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. C PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance.473-7357 OwnerlContractor Inspector. White Copy/Inspector's File Canary CopylSRe Notice DATE L1 TIME CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED �— PERMIT NO. �,S_j2 COMPLETED ADDRESS ,;)U � OWNER /&t-Lt-nM CONTR. TELEPHONE NO. 7 – P/ � DESCRIPTION W 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 Z 05 FINAL 14 SEWER HOOK-UO 06 PROGRESS 07 DEMO—SITE 27 SEPTIC MAINT. 21 COMPLAINT J Q 07 DEMO—FINAL SEPRClRSTAtL , 22 FOLLOW-UP = 09 PLUMBING RI 23 INA 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATION REMOVAL OWNER/CONTRACTOR TO MEET YOU: YES NO COMMENTS: Z14 ccLLJ i CL O cc O LL W cc Q Z W Z W j OWORK SATISFACTORY:PROCEED PROJECT COMPLETE W C CORRECT WORK&PROCEED ISSUE CERTIFICATE OF OCCUPANCY IZW Q L; CORRECT WORK,CALL FOR REINSPECTION TEMPORARY OU BEFORECOVERING PERMANENT ❑ CORRECT UNSAFE CONDITION WITHIN HOURS. r PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance.473-7357 Owner/Contractor Inspector. White Copy/inspector's File Canary Copy/Site Notice DATE TIME CITY OF ORONO CALLED IN — /O - 4v INSPECTION NOTICE SCHEDULED t/- / / ;-3 b PERMIT NO. yJ COMPLETED ADDRESS OWNER CONTR. TELEPHONE NO. 417 Yl S-/ DESCRIPTION W 01 FOOTING 11 MECHANICAL RI 16 EXCAV/GRADING/FILLING 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 Z 05 FINAL 14 SEWER HOOK-UO 06 PROGRESS 07 DEMO—SITE 27 SEPTIC MAINT. 21 COMPLAINT J Q 07 DEMO—FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP = 09 PLUMBING RI 23 SEPTIC FINA 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATION REMOVAL OWNER/CONTRACTOR TO MEET YOU:_YES_NO L COMMENTS: T� ��nI< �,� J �- LU cc O Cr V O ._ cct- Q a W W O W XRK SATISFACTORY:PROCEED 7 PROJECT COMPLETE cc I CORRECT WORK&PROCEED C ISSUE CERTIFICATE OF OCCUPANCY W Q L' CORRECT WORK,CALL FOR REINSPECTION TEMPORARY BEFORE COVERING PERMANENT ❑ CORRECT UNSAFE CONDITION WITHIN HOURS. r PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ❑ CITATION ISSUED 0 INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance.473-7357 Owner/Contractor ' e: L_ - Inspector- White Copylinspector's File Canary Copy/Site Notice DATE TIME CITY OFNO CALLEDIN INSPECCTIONION NOTICE SCHEDULED PERMIT NO. — 7 COMPLETED ADDRESS • OWNER CONTR. TELEPHONE NO. L DESCRIPTION 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FIWNG 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 Z 05 FINAL 14 SEWER HOOK-UO 06 PROGRESS F` 07 DEMO—SITE 27 SEPTIC MAINT. 21 COMPLAINT J Q 07 DEMO--FINAL 15 SEPTLC NSTALL. 22 FOLLOW-UP = 09 PLUMBING RIEPTIC FIN 35 HARD COVER REMOVAL J 1 BONG FINAL 36 FOUNDATION REMOVAL Z WNE ONTRACTOR TO ME T YOU:_YES_NO COMMENTS: _ cc CL cc O O cc © O LjW cc Q Z W Z W j W }L WORK SATISFACTORY:PROCEED—'� W J �n PROJECT COMPLETE L'CORRECT WORK&PROCEED ,/R �� ISSUE CERTIFICATE OF OCCUPANCY W O ❑ CORRECT WORK,CALL FOR REINSPECTION TEMPORARY 0 BEFORE COVERING 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.473-73`'57 Owner/Contractor Inspector. White Copy/Inspector's File Canary Copy/Site Notice DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED -� PERMIT NO. 37 COMPLETED ADDRESS OWNER COF!TR. • TELEPHONE NO. DESCRIPTION 44 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS h 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z04 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 07 DEMO-FINAL 15 SEPTI ALL 22 FOLLOW-UP LU 09 PLUMBING RI SEPTIC FINAL 35 HARD COVER REMOVAL v A �WONTRACTOR BING FINAL 36 FOUNDATION/REMOVAL ToMEETYOU:_YES_NO Zt y COMMENTS: a *Pmen±:s % O O W QC Q f2 2 W W cc d ❑WORK SATISFACTORY:PROCEEDPROJECTCOMPLETE W W ❑CORRECT WORK&PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance.473-7357 OwnedContracto Inspector. White CopyMspectoes File Canary CopylSSe Notice