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Home My WebLink About1998-010305 - new septic PERMIT ,CI�( OF ORONO PERMIT TYPE: 2750 Kelley Parkway- P.O. Box 66 Permit Number: ':.EWER `' WATER Crystal Bay, Minnesota 55323 61t':=`�5 (612) 473-7357 Date Issued: 06/02/98 SITE ADDRESS: :-,,580 WATERT AWN RD .G ' . r .N . ' _2-1 18-s'_:-4 :'-t)i_0_' DESCRIPTION: Sewer ?i Water Permit. Type NEW SEPTIC SYSTE Sewer _, Water Work Type RESIDENCE REMARKS: FEE SUMMARY: Ease Fee $100. 00 Total Fee $100 .50 CONTRACTOR: - Applicant - OWNER: HAYES EXCAVATING 5 .791762 RIGHT ANGLE BUILDERS -10 X- 82ND ST NE WATERTOWN RD MONTR��+'�E NN 55:=E':3 ORONO [eta 5 :356 (612) 972-3521 THE UNDERSIGNED HEREBY REWE STS PERMISSI CIN TO,4 E, TIDE I ��tL 4 I t�Eh�EI TS SPECIFIED ANS? AGREES TO DO ALL. WORK: It STR I C�;dW-L ANCE 41 T 1 I T� DF #fcgfi :r ifRINAI�II�:E : ANCA :TATEF fiI�I � II.D11# ' CC R'E IIIET APP iPERMITEE SIGNATURE ISSUED BY:SIGNATURE , 0 CITY OF ORONO SEPTIC SYSTEM PERMIT APPLICATION Box 66 (2750 Kelley Parkway) Crystal Bay, NhN 55323 JOB SITE ADDRESS: Occupancy Type: Residential _ X_ Commercial Other Permit Type: New or Replacement System, $100.00 � Repair Existing System, $ 50.00 (Tanks or Drainfield) 0.50 State surcharge added to above fees *See fee schedule for non-residential permit fees Owner's Name: �w� A.-y u �" l�e S PhoneNumber: Mailing Address: City: Zip: Contractor's Name: +aos PhoneNumber: q71—/;7-02— Nlailing Address: t-- 5�.�.� . City:�os-� Zip. DO NOT NIAM PAYMENT WITH THIS APPLICATION GENERAL INSTRUCTIONS I. 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 co of the system design including PY Y � � the City of Orono Septic System Approval Cover Sheet. .2. I will be installing the w' g• � f0110 1r1�. �ajrwir•J A. Tanks: .-'Precast Concrete _ Other Manufacturer Tank Capacities: 1) l o dal. 2) 1 o co gal. 3) /Oco gal. B. Pump Station (if required) 1 Pump make & model We'031.1 (6.A 3 410` (attach pump curve & literature); system design requires aFl gpm at --�-- feet of head. High water alarm make & model 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 16 'x Sb ' Drop Boxes Sand bed dimensions -go Distribution Box Pressure Dist. Pipe Diam. 1 'iz " 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. Signature ofApplicant:_ Date: ' _ — MPCA Certification No.: Staff Review: Approval Denial Reviewer: Date: Reason for Denial: i � T ,t f 0.�. CITY OF ORONO 0 SEPTIC SYSTEM APPROVAL CITY of ORONO t A r4%v MunicipalOETm Post Office Box 66 p .�G Crystal Bay,Minnesota 5532'i QW ��kES�IDg' LOCATION: 3580 Watertown Rd. OWNER: GENERAL CONTRACTOR: SEPTIC CONTRACTOR: Testing SITE EVALUATOR: Rusty' s Soil & Perc. REPORT DATE: August 23, 1997 The City of Orono has Approved your on-site system design as of September 15, 1997 (approved-disapproved) (date) with the following comments: The primary replacement drainfield site is located on original soils below the treatment area, but fill has been placed under the upslope dike area. An MPCA representative informed us that this system is considered "standard" . The property line must be identifie, prior to the installation of this system. A 10 ' property line setback is THIS IS NOT A PERMIT. This is a design approval form which must accompany the site plan. A permit must req. 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 RONO Ay BY Stephen , On-site Systems Manager TELEPHONE-473-7-W•FAX-473-0510 9 ' Rusty Olson's--Soil and Percolation Testing Joseph J. Olson--MPCA License#810 11481 Riverview Rd.NE,Hanover,MN 55341 (612)498-8779 August 23, 1997 3580 Watertown Rd. Orono, MN Henn.Co. This On-Site Sewage Treatment System is Designed for a Type 1,four bedroom home in accordance with the Minnesota Pollution Control Agency Chapter 7080 and local ordinances. The proposed future site would be classified an experimental mound system due to the excavated soils. The soils on this site are SCS.soils mapped-LT.B LeSueur Loam. The seasonally saturated soils were located at 30"-36"(mottled soil). Due to the seasonally saturated soils, a pressurized mound system will need to be installed to treat septic effluent. The bottom of the treatment area must be located at least 3' above the saturated soils. The soils at a depth of 12"have a percolation rate averaging 3 min/inch. Property lines must be identified prior to construction of this system. A variance will be needed to allow the proposed system to be closer than 20' to property line. A pumping chamber will need to be installed to lift the effluent to the treatment area. 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 light and sound device,this is in case of a pump failure. The manifold and supply fine pipe must have back drainage to the pumping chamber. The distribution pipes shall have their ends capped. Be sure the rock and sand fill materials 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 All neighboring wells are located greater than 100' away from the proposed treatment area. Keep all heavy equipment off of the proposed treatment areas 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. Nothing other than gray water,(laundry,showers,etc.)human waste&toilet tissue should be disposed of into the septic tanks. Garbage disposals are not recommended. Additives must not be used,they may cause harmful damage to your septic system. It is recommended that you pump the tank every year for 1 tank every two years for two tanks. Due to the fact that there is only one standard septic site on this property it is recommended but not mandatory that a pretreatment system be installed on this system to help prolong the life of the system. /Z&A" Joseph J.Olson X 14 Rdsty Olson's I + 'y SSU and Percolation T8S*V &• . + 11481 Riverview Rd.NE a'°'r I.C.r Hanover,MN 55341 1 or SPS/o/ t � •� ?RaeSElD I-AkA�C � Ls y _ +.s.� 3A J C x 3; EMSIM" 3a K 38• "OUSE- Ar. �f 3q ' s.vw �� TB M: ro F of w u L.(- 1' ftave .l 1• b � ROUNJ� v i � • j" �9 9)•I �JfATVA• h mow` � "EL—/r'»•vy 91-D j. MwFu- i8N BPercdolion Tests Scok= 1 SU x 3 ®Benet: Mork Note: This system is b be constructed to med i o the ?Annesdo PotluSon Cor 1d A;,wy Chapter 7080 t Local ordinance k GE ,Y Check all underground utilities PROPERTY OF: 3Sgo w AIL.R-MW" ZQA I I, Date:��/o Ph.612.49"290 Rusty Olson's 11 4ad Percolation Testina i Deigned (' i � x F-4 -T 14 ry F� r + Ies 3 T �r V P p y Exstlivt 32. K ¢ 1-IovS� 3z-1 ! 5 Y13 Ti�nn. ioP Or- WELD--13.S( '14.4 �t�Jl�SL� o v Ftwwk �xsT v� E41 L 1 ern Z Ir1 �3 c q1vow &Percolohon Tests Seole = SCS �'Soil6xings Berxl; Mork PERM"um Note: This system is to be constructed to meet j ''LD AS StISMITTEO the f4rnesdo Pollu!ion COn!rot Agency R VED WITH CORRECTIONS 4s NOTED Chapter 7080 & .Local Ordinance NOT PPROVED — CORRECT& RESUBMIT, \ R 4 +1:tiM cornet r,es are tor your Information.All ok E� pa tWl Compliance wit; PPIkadte bwmft a�ala wDrk shah to�, mnt�Orw u Check all underground tilities,y #WA%n*nte in luotng items not sPectftcally now M rtis relit \%E qty r t PLAN Sk;1 :IN SflE AT ALL ilk" PRCPERTY OF: 3s3o w Ajt KTOIUAJ ±�= MN iENN ( U. r Date: Ph. 612-4934290 Rusty Olaon'>/pA and Percolation Tearing ( \\ Designed dry- ,.;, P�51so0 'o 'rr� N oNoyo Q ti�H �,\ � wa,9 v� B-9SCI Q\a� G�P/sM�t 71s5��tdoy olgsdu�b4�°/;wis dwnd £. 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"f x ton 3uoggsaq lbs -popaau spa nnp . nan wool-7L '-' (Popoou sus u man y 'x y 4yalnl zT-x j of-7 um odop apls so"1vodoud ujojj,-c;T van wau4ml ♦saspoq 10 43fius171—■gv"7a o") "vvww t!'x ftga',", swsu3s._'s"n Ulojj—sus 3umoml (MOO a6sAss AIPPJD Td jod san 30=4"4 VW Cr UISlsaP)4 W �"a�u uophoousd O8WUV VoCV08 77r-3dU vaPlq UMJ1.-' span►wou1.�' . " -Ado q;,aN soup Aliodoud wou1.-11m1 :oq 3snw uMMS S.-q7o •13 91R'FLL h *13 SIM 1.77-13 t0'Hl E•ST •13 C0'Hl vn.op ura' s+r+Mq Y9q -13 B7 os r7nasw J11r10' 1Jwon" H16 -13 Id'Hl - ' ara • �' bnvl fJV Ai rW to SNOI1dA313 ONWIDS •110S £6 ' s .o 79�1rf�"�71T . ' 'filA ;11 tYW - 3Snpli Ana $ A� JI 8' b 9'Cb � 0�9w7N QS X�� T MOUND DESIGN WORKSHEET • (For Flows up to 1200 gpd) A. FLOW Estimated Sewage Flows in Gallons per day (xpd) Estimated rioC>o gpd Number Type TnXH TypeOf I1ve or measured x 1.5 = gpd. a [V 2 300 225 180 60 Of the B. SEPTIC TANK LIQUID VOLUMES 4 6 0 33055 2256 abbe I SUU gallons 6 90 4525 33i p 7 1050 600 370 Type- u or 8 1200 675 408 W C. SOILS (refer to site evaluation) cohImn.* 1. Depth to restricting layer= 3o inches a• s feet Septic Masik C°p""``s(in gallow) 2. Depth of percolation tests = /a' inches Number of Minimum Liquid Liquid capacity with 3. Texture SAM Percolation rate 3 mpi Bedrooms capacity garbage disposal 2 or less 750 1125 4. Land slope 2 - 6 % 3 or 4 1000 1500 5 or 6 1500 2250 7,8 or 9 2000 3000 D. ROCK LAYER DIMENSIONS 1. Multiply flow rate by 0.83 to obtain required area of rock layer: A x 0.83 = 6 w gpd x 0.83 sq. ft./gpd = Sh-o sq. ft. 2. Select width of rock layer(max 10' if<120 mpi max 5')'= /0 ft. 3. Length of rock layer= area+width= ... a Sov , sq. ft. + zo ft. ft. Width 1 U ft <120mpi <10' LenSth__,ro-ft E. ROCK VOLUME >120mpi <5' 1. Multiply rock area by rock depth to get cubic feet of rock;. tv sq. ft. x i.o ft. = sat cu. ft. 2. Divide cu. ft. by 27 cu. ft./cu. yd. to get cubic yards; S'�s cu. ft. +27= 19, tr cu. yd. 3. Multiply cubic yards by 1.4 to get weight of rock in tons;J1.fcu. yd. x 1.4 ton/cu.yd. = ;1-3 tons. F. ABSORPTION WIDTH Absorption width sizing Table 1. Percolation rate in top 12 inches of soil is.mpi FercoladaRaft in Gallons RatioofAbsorpdon �-0Minutes per Inch Soil Texture per day per width to Rock Texture �4M (MPI) square foot Layer Width Faster than Q.1 coarse sand I.20 1.00 0.1 to 5 Sand 1.201.00 2. Select allowable soil loading rate from table; 0.1 tos Flne Sand 0.60 2.00 gpd/ft' 6t is saLons 0.79 1.52 v 16 to 30 Lam 0.60 2.00 �r 31 to 45 silt Loam 0.50 2.40 46 to 60Gay L am 0.45 2.67 60 to 120 Gay 0.24 5.00 3. Calculate adsorption width ratio by dividing rock layer slower d-120 Gay 0.20 6.00 loading rate of 1.20 gpd/ft2 by allowable soil loading rate; 1.20 gpd/ftz+ gpd/ft2= a 4. Multiply adsorption width ratio by rock layer width to get required adsorption width; _x_ 8 ft=_eft G. DOWNSLOPE BERM WIDTH Slope:_ Cover V 1. If landslope is 1% or more, subtract rock'layer width from adsorption width to obtain minimum downslope berm toe scan Sana s'Topsoil ft- is ft= /o feet atural soil 2. Calculate Minimum mound Size a. Determine depth of clean sand fill at Upslope Width Downslope width upslope edge of rock layer: Rock Width Absorption Width Separation 3' - a ft = -l-feet b. Add depth of clean sand for separation (2a) at upslope edge, depth of rock layer (1 foot) to depth of cover (1 foot) to find the mound height at the upslope edge of rock layer; ft+ 1ft+ 1ft= 2 feet c. Enter table with landslope and upslope berm upslQpe wrath -. ratio. Select berm multiplier of ;- 7 vp opeWid n, .Ups ope Width d. Multiply berm multiplier by upslope mound height to find upslope berm width: 3 x 1.1 =_3 feet e. Multiply rock layer width by r F• r.:r r Downslope width / landslope to determine drop in elevation; Absorption widch�o- w x S %+ 100 ='feet 5 3o AvL- f. Add depth of clean sand for slope Total Length 1n difference (2e)at downslope edge,to the mound height at the upslope edge of rock layer (2d) to find the downslope height, 3 ft+ . s ft= 3.Sfeet g. Enter table with landslope and downslope berm ratio. Select berm multiplier of S, v h. Multiply berm multiplier by downslope mound height to get BERM SLOPE MULTIPLIERS downslope berm width: 3 S x S ='feet Law DOWNSLOPE UPSLOPE i. Compare the values of step G.1_ /0 !r '"r�a�p" erados °°' ''e`mmultipliers pe ratios � and Step G.2h_18' Select the greater of the two values as the downslope berm width; I g feet 0 3.0 4.0 5.0 6.0 7.0 3.0 4.0 5.0 6.0 7.0 8.0 j. Total mound width is the sum of 1 3.09 4.17 5.26 6.38 7.53 2.91 3.85 .4.76 5.66 6.54 7.41 upslope berm (G.2d) 2 3.19 4.35 5.56 6.82 8.14 2.83 3.70 4.54 5.36 6.14 6.90 width plus rock layer width(D.2) 3 3.30 4.54 5.88 7.32 8.86 2.75 3.57 4.35 5.08 5.79 6.45 4 3.41 4.76 6.25 7.89 9.72 2.68 3.45 4.17 4.84 5.46 6.06 plus downslope berm width(G.2i); 5 3.53 5.00 6.67 8.57 10.77 2.61 3.33 4.00 4.62 5.19 5.71 ' ft+ /p ft+ _Lj_ft= 3( feet 6 3.66 5.26 7.14 9.38 12.07 2.54 3.23 3.85 4.41 4.93 5.41 k. Total mound length is the sum of upslope 7 3.80 5.56 7.69 10.34 13.73 2.48 3.12 3.70 4.23 4.70 5.13 berm width(G.2d)plus rock layer length(0.3) s- 3.95 5.88 8.33 11.54 15.91 2.42 3.03 3.57 4.05 4.49 4.88 plus upslope berm width (G.2d); 9 4.11 6.25 9.09 13.04 18.92 2.36 2.94 3.45 3.90 4.30 4.65 ft+ s�a ft+ �s ft feet r swPe g 10 4.29 6.67 10.00 15.00 23.33 2.31 2.86 3.33 3.75 4.12 4.44 = b� D�-"SLOPeT .5'a� /�� SO 11 4.48 7.14 11.11 17.65 30.43 2.26 2.78 3.23 3.61 3.95 4.26 12 4.69 7.69 12.50 21.43 43.75 2.21 2.70 3.12 3.49 3.80 4.08 Final Dimesions: ots:The product of the multipplier and the hei��l1tit results in the horizontal distance to where the rm meets the original lard sl Example:Xfht at upper edge of rock layer is 3.0 feet.rock Ayyer is 10 feet wide,lard dope is 6%and berm slope rano is 4:1.Upslope berm width is 3.23 x sLOPC 36 X 6�• .0-9.7 ft;height at lower edge of rock layer is 3.0+10 x 0.6-3.6 ft and downslope berm wid 5.26 x 3.6.18.9 ft 7W Al PRESSURE DISTRIBUTION SYSTEM END PERFORATION OF A PERFORATED LATERAL Gross Cover 1. Select number of perforated laterals 3 ` Topsails 2. Select perforation spacing= 3 feet. `` .., sand Layer '4tdtLil'�a°`6.1 111.or Fa°r'` `"'°"' :>`,,: ser of tta or prow covered i:Fwl h rosin paper) Erforra tion Drilled Horizontally Into C p Near Top 3. Since perforations should not be placed closer than 1 ft. to ,,�PI I Least 12'to Edge the edge of the rock layer (see diagram).,subtract 2 ft. from ,. . '' R �;.1 of Rock Lays Paforttlltxts Located at the rock layer length. Clean�,� Layer Bottom of Lateral _2 ft. _ O feet. ONglnat sero ProPe►ly saarlfied Rock layer length Before Placing Sand Layer Its 4. Determine the number of spaces between perforations. "`"da+ a je Divide the length above by perforation spacing and round ;2.�M ;.�.� down to nearest whole number. `feet) 1.0a 0.56 0.74 Length perf. spacing = ft. + 3 ft. = it, spaces 2.Ob 0.80 1.04 (3) (2) a.Use for single family homes b.Use for all other applications 5. Number of perforations is equal to one plus the number of perforation spaces . Maximumnumber of quarter inch perforations pel spaces + 1 = I perforations/lateral lateral to gnarnantee<10%discharge variation Perforation 6. Multiply perforations per lateral by number of laterals to Spacing iia P2 2 get total number of perforations. 2.5 14 18 2$ 3 x I — -5 perforations. 3.0 13 17 26 ''�'`' - p 3.3 12 16 25 7. Determine required flow rate by multiplying 4.0 11 15 23 number of perforations by flow per perforation 5.0 10 14 22 peds x _4� gpm. MpYPoW LOCATED AT END OF I'MMU nE OMMOUTION SYSTEM 8. If laterals are connected to header pipe as shown on upper example,to select minimum required lateral diameter;enter - " table with perforation spacing and rmndw of perforations „ ,.�° �'— per lateral. Select minimum diameter for ��'°”" perforated lateral=. I A inches. uva+r40! eaMretl nFE urcnus N111 W/KaasTeMlrlaN w MOUND KleeMwA RtlIK.Ile 9. If perforated lateral system is attached to manifold pipe near �' >, ,✓ the center,lower diagram,perforated lateral length and ...�... r number of perforations per lateral will be approximately one half of that in step 8. Using these values,select minimum diameter for perforated lateral = 1 !i inches. ,„ °`"`� ,,. PUMP SELECTION PROM A. Determine pump capacity: Gravity Distribution 1. Minimum suggested is 20 gpm 2... Maximum suggested is 45 gpm Pressure Distibution 3.a. Select number of perforated laterals 3 Perforation Discharges in GPM b. Select perforation spacing= 3 feet. Head Perforation diameter C. Subtract 2 ft.from the rock layer length. feet inches ,-,Z> -2 ft._ `7 feet. 7/32 1/4 Rods layer length d. Determine the number of spaces between perforations. 1.0a 056 0.74 Length perf.spacing= 11 1K ft.+ '3 1 ft._ /(- spaces 1.5 0.69 0.90 e. 16 spaces+1 =7 perforationsAateral 2.ob 0.80 1.04 f. Multiply perforations per lateral by-number of laterals to a Use 1.0 foot single homes. get total number of perforations. s x __ss'_perforations. b Use 2.0 feet for anything else. g• x fi ` _ "& gpm. SELECTED PUMP CAPACITY 36' gpm B.Determine head requirements: Soil treatment system 1. Elevation difference between pump and point of discharge. 8 feet Total pipe length 2. If pumping to a pressure distribution system,five feet for pressure required at manifold if gravity system,zero. S feet Elevation Difference t 3. Friction loss .______ a. Enter friction loss table with gpm and pipe diameter. •••••••••••••••• ------------------------------------- Read __. _ _ __________ Read friction loss in feet per 100 feet from table(F-14). F.L._ ;Z.G L/ ft./100 ft of pipe b. Determine total pipe length from pump to discharge Friction Loss in Plastic Pipe point. Estimate by adding 25 percent to pipe length for fitting Nominal loss,or use a fitting loss chart(F-15_feet). pipe dia. Equivalent pipe length-1.25 times pipe length= Flow Rate 30, x i.25= 3S feet gpm 1.5" 2„ 3" c. Calculate total friction loss by multiplying friction loss in ft/100 ft by equivalent pipe length. 20 2.47 0.73 0.11 Total friction loss= 3$ x a'�N +100=_I feet 25 3.73 1.11 0.16 4. Total head required is the sum of elevation difference, 30 5.23 1.55 0.23 35 6.96 2A 0.30 special head requirements,and total friction loss. 40 8.912.64 0.39 + + 50 13.46 3.99 058 (1) (2) (3c) 55 4.76 0.70 60 5.60 0.82 65 6.48 0.95 TOTAL DEAD H flet 1 70 1 7.44 1.09 C. Pump selection 1. A pump must be selected to'deliver at least 31� gpm (Step A)with at least 1 y fit of tdW head(Step B). LOGS OF SOIL BORING License#810 Location or Project: 3580 Watertown Road, Oiono Borings made by: Rusty Olson's Soil and Perc. Testing Date: 08/23/97 Classification System: AASHO ; USDS-SCS X_; Unified ; Other Auger used(check two): Hand_X�,or Power ,Flight ,or Bucket X Boring number—1— Boring number 2 Depth in De1lb in ' Peet Surface elevation 91.4 Feet Surface elevation 91.8 0- 0-8"Loam fill Possiable eroded 0- 0-30"Dark Brown Loam -------------------------------------- 10YR 3/2 1- 8"- 30"Dark Brown Loam 1- 10YR 3/2 2- --------------------------------------- 2- 301-36"Rusty Brown Clay Loam ----------------------------------------- 3- IOYR 4/3 R 5yr 6/8 G-10yr 6/1 3- 301- 36" Rusty Brown Clay Loam -------------------------------------- 10YR 4/3 R-5yr 6/8 G-10yr 6/1 4- 36" 40'Rusty Olive Brown Clay 4- ---------------------------------------- Loam 2.5Y5/4 R 5yr6/8 G 10yr6/1 36"- 48"Rusty Brown Clay Loam 5- -------------------------------------- 5- 10YR 5/4 R Syr 6/8 G-I Oyr 6/1 40'-48"Rusty Olive Gray Clay Loam ----------------------------------------- 6- 2.5Y6/3 R 5yr 6/8 G-10yr 6/1 6- -------------------------------------- 7- 7- 8- 8- End of boring at 4feet. End of boring at 4_feet. Standing water table_: Standing water table: present at 3.1^feet of depth, present at - 2.8 feet of depth, _24_hours after boring. 24 hours after boring. Not present in hole__ Not present in hole Mottled Soil: Mottled Soil: Observed at_2.5_feet of depth. Observed at 2.5 feet of depth. Not present in hole Not present in hole Comments: Comments: LOGS OF SOIL.BORING License#810 Location or Project: 3580 Watertown Road, Orono Borings made by: Rusty Olson's Soil and Perc. Testing Date: 08/23/97 Classification System: AASHO ; USDS-SCS_X_; Unified ; Other Auger used(check two): Hand X_,or Power ,Flight , or Bucket X Boring number—3 Boring number-4— Depth umber4Depth in Depth in Feet Surface elevation 893 Feet Surface elevation 1049 0- 0-36"Dark Brown Loam 0- 0-4"Dark Brown Loam 10YR3/2 10YR 3/2 1- -------------------------------------- 1- ---------------------------------------- 36"- 40"Rusty Brown Clay Loam 4"- 48" Rusty Brown Loam 2- l0YR 4/3 R 5yr 6/8 G-l0yr 6/1 2- 10YR5/6 R-5yr 6/8 G-10yr 6/1 -------------------------------------- 3- 40"-48"Rusty Olive Brown Clay 3- Loam 10YR 4/3 R 5yr 6/8 4- G-l0yr 6/1 4- ----------------------------------------- -------------------------------------- 5- 5- 6- 6- 7- 7- 8- 8- End of boring at_4_feet. End of boring at 4_feet. Standing water table: Standing water table: present at feet of depth, present at feet of depth, _24_hours after boring. _24_hours after boring. Not present in hole—X—. Not present in hole—X—. Mottled Soil: Mottled Soil: Observed at 3_0 feet of depth. Observed at surface. Not present in hole Not present in hole Comments: Comments: LOGS OF SOIL BORING License#810 Location or Project: 3580 Watertown Road, Orono Borings made by: Rusty Olson's Soil and Perc. Testing Date: 08/23/97 Classification System: AASHO ; USDS-SCS_X_; Unified ; Other Auger used(check two): Hand X , or Power ,Flight , or Bucket—X_ Boring number 5 Boring number 6 Depth in Depth in Feet Surface elevation 105.4 Feet Surface elevation 105.5 0- 04"Dark Brown Loam 0- 04"Dark Brown Loam I OYR 3/2 10YR 3/2 1- -------------------------------------- 1- ---------------------------------------- 4"- 48" Rusty Brown Loam 2- 10YR5/6 R 5yr 6/8 G-1 Oyr 6/1 2- 3- 3- 4"- 48" Rusty Brown Loam 10YR5/6 R-5yr 6/8 G-10yr 6/1 4- -------------------------------------- 4- ----------------------------------------- 5- 5- 6- 6- 7- 7- 8- 8- End of boring at 4_feet. End of boring at_4_feet. Standing water table: Standing water table: present at feet of depth, present at feet of depth, _24_hours after boring. _24_hours after boring. Not present in hole_X_. Not present in hole_X_. Mottled Soil: Mottled Soil: Observed at surface. Observed at surface. Not present in hole Not present in hole Comments: Comments: PERCOLATION TEST DATA SHEET Lic.#810 Percolation test readings may by: Rusty Olson's Pere. on 8/23/97 starting at 11:11 a.m. Test hole location: 3580 Watertown Road Hole number 1. Date hole was prepared Depth of hole bottom 12 inches,Diameter of hole 6 inches. Soil data from test hole: Depth, inches Soil Texture 0-8" Loam Fill Possiable Eroded 8"-12" Dark Brown Loam 10 YR 3/2 Method of scratching sidewall: Knife Depth of gravel in bottom of hole 2 inches Date and hour of initial water filling 4:30 p.m.. 8/22/97 , depth of 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 interval, Measurement, Drop in water level, Percolation rate, Time minutes inches inches minutes per inch Remarks 11:11 PREFILL 6- 11:23 1138 6" 5.5 2.7 11.49 12.04 6" 5.5 2.7 12:05 1220 6" 5.5 2.7 Percolation rate"-2.7 minutes per inch PERCOLATION TEST DATA SHEET Lic.#910 Percolation test readings may by: Rusty Olson's Pere. on 8/23/97 starting at 11:11 a.m. Test hole location: 3580 Watertown Road Hole number 2. 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" Dark Brown Loam 10 YR 3/2 Method of scratching sidewall: Knife Depth of gravel in bottom of hole 2 inches Date and hour of initial water filling 4:30 p.m. , 8/22/97 ,depth of 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. Tune interval, Measurement, Drop in water level, Percolation rate, Time minutes inches inches minutes per inch Remarks 11:11 PREFILL. 6- 1124 1139 6" 4.7 3.2 11:48 12:03 6" 4.5 3.3 12;06 1221 6" 4.5 3.3 Percolation rate"-3.3 minutes per inch PERCOLATION TEST DATA SHEET Lie.#810 Percolation test readings may by: Rusty Olson's Pere. on 8/23/97 starting at 11:11 a.m. Test hole location: 3580 Watertown Road Hole number 3. 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" Dark Brown Loam 10 YR 3/2 Method of scratching sidewall: Knife Depth of gravel in bottom of hole 2 inches Date and hour of initial water filling 4:30 p.m. , 8/22/97 ,depth of 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 siuhon Maximum water depth above hole bottom during test 6 inches. Time interval, Measurement, Drop in water level, Percolation rate, Time minutes inches inches minutes per inch Remarks 11:11 PREFILL 6- 11:25 11.40 6" 5.5 2.7 11:47 12:02 6" 5.5 2.7 12:07 1222 6" 5.5 2.7 Percolation rate"-2.7 minutes per inch PERCOLATION TEST DATA SHEET Lic.#810 Percolation test readings may by: Rusty Olson's Perc. on 8/23/97 starting at 11:11 a.m. Test hole location: 3580 Watertown Road Hole number 4. Date hole was prepared Depth of hole bottom 12 inches,Diameter of hole 6 inches. Soil data from test hole: Depth, inches Soil Texture 0-4" Dark Brown Loam 10 YR 3/2 4"-12" Rusty Brown Loam 10YR5/6 Method of scratching sidewall: Knife Depth of gravel in bottom of hole 2 inches Date and hour of initial water filling 4:30 p.m., 8/22/97 , depth of 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 interval, Measurement, Drop in water level, Percolation rate, Time minutes inches inches minutes per inch Remarks 11:11 PREFILL 6- 11:26 11:41 6" 4.2 3.6 11:46 12:01 6" 4.1 3.7 12:08 1223 6" 3.9 3.8 Percolation rate"-3.7 minutes per inch PERCOLATION TEST DATA SHEET Lic.#810 Percolation test readings may by: Rusty Olson's Pere. on 8/23/97 starting at 11:11 a.m. Test hole location: 3580 Watertown Road Hole number 5. Date hole was prepared Depth of hole bottom 12 inches,Diameter of hole 6 inches. Soil data from test hole: Depth, inches Soil Texture 0-4" Dark Brown Loam 10 YR 3/2 4"-12" Rusty Brown Loam 10YR5/6 Method of scratching sidewall: Knife Depth of gravel in bottom of hole 2 inches Date and hour of initial water filling 4:30 p.m.. 8/22/97 ,depth of 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 interval, Measurement, Drop in water level, Percolation rate, Time minutes inches inches minutes per inch Remarks 11:11 PREFR.L 6" 1127 11.42 6" 1 15 11:45 12:00 6" 1 15 12:09 1224 6" 1 15 Percolation rate"-15 minutes per inch PERCOLATION TEST DATA SHEET Lic.#810 Percolation test readings may by: Rusty Olson's Perc. on 8/23/97 starting at 11:11 a.m. Test hole location: 3580 Watertown Road Hole number 6. Date hole was prepared Depth of hole bottom 12 inches,Diameter of hole 6 inches. Soil data from test hole: Depth, inches Soil Texture 04" Dark Brown Loam 10 YR 3/2 4"-12" Rusty Brown Loam 10YR5/6 Method of scratching sidewall: Knife Depth of gravel in bottom of hole 2 inches Date and hour of initial water filling 4:30 p.m. , 8/22/97 ,depth of 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 interval, Measurement, Drop in water level, Percolation rate, Time minutes inches inches minutes per inch Remarks 11:11 PREFILL 6- 1128 11.43 6" 4.1 3.7 11:44 11:59 6" 4 3.8 12:10 12:05 6" 4 3.8 Percolation rate "-3.8 minutes per inch VERTICAL SIDEWALL SEPTIC TANK /--FINISHED GRADE AT LEAST 6"TO 12 SOIL AT LEAST I•• 4" DIA. COVER 4" DIA. MINI AT LEAST 1" AT LEAST 1" I pIMENSIUN FOR TANKS WITH VERTiCAL_SIDES A • MOM-. W 2!1 MINIM M —� .IENGTH� TO TIMES THE .WIDTH DIAMETER 6�INIMUM DEPTH, _ 30 MIN_IMUM; 78' MAXIMUM C r -AT LEAST —" 0.2 o ,. _ 9� 6 MI IN MUM; 0.2 D MAXIMUM 6' 3 c - 0 4 0 .,.._ — - -AT LEAST 4 FEET A Nutrs: i 1. SANT NIV 1 ELSAI I r AAT t MCI IES 01 01111W Irn t. AMN11111E0MOUMMLL 1f.lOC1►QDVAI1MI If Mdf! 7 IsormS1W111LONE OnurDKYNSIOLES.WiFARI r116WMW7LEw1Mn/IMt9=49CF14CW TACE W../IRRl11A/11UK.AIFI/YAIIN/SFLEI Or ALL TAM life CLIwImAla E01/EOIOMEKNIAOCLSR WALIS s ;rPMM/R111t>ISFANCEWrM1NF.M/IXWIT I"AND 7. ANSAY'ECIR7NMMOF AT LEAST 4ML'1IC111~1En IIEAfM11F'OMIOI/ONrlEE1MLLdENV1EtiS1WwSMG!! OnAMIN10LESIW.111kLOCAIEOrNEIl001NNEDaft onuu Oe11MNlmal S Nr)rslRL•IOLVRYIIIHECUaluiLIIICOr11rFLiPCC1Rm S rOnlDMsl(/IIALCVLjrrWJNIANRSOII fljXNA1SS.IS0 14M SI V"a It r SAW AS It OL""It n IMF K INF ANn CIas NSION C is O ma 9NrLEOI1CNFIOS0I%%"1oW11ILLS AI1WY)MY11CId 17'C IA IFi W lOCJ11 LIV M I Wr r w it lr ex I l AF111 f 4111 F 1 IIMMS. PENCIL MARKS MANH !1' INLET tjOUTLET 31 rA11T1,ET LEVEL _.._SCUM CLEAR SPACE--Z 00 CLEAN OUT TANK WHEN: T X IS 3'OR LESS OR 1 '8'IS 12'OR LESS • _ ;! BLACK COLORSLUDGE SLUDGE , DISTINGUISH ES,I' '., ; .1 LAYIW FROM LIOUID t1' MEASURE SCUM AND SLUDGE ACCUMULATIONS IN THE SEPTIC TANK F-8 REDWOOD,CEDAR OR WATER TIGHT 8c LOCKABLE ELECTRIC BOX TREATED POST(4 x 4 min) PLUGS OR ELECTRIC CONNECTIONS` r ALL ELECTRIC CONNECTIONS MADE 6"SPACE INSIDE BOX 2"PVC CONDUIT SCHEDULE 80 LOOP OF POWER CORD FOR CLEANING ACCESS COVER— SETTLEMENT CHAINED&LOCKED FINAL GRADE AT LEAST I SEALED.CLEANING toN SFd.OW GRADE WIRE FROM POWER SUPPLY ACCESS RINGS 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 PLASTIC ROPE OR CHAIN UNION TO GEC ELEVATION FOR DRAINBACK, WITH ANCHOR A 1/4 INCH WEEP HOLE MUST BE USED ALARM FLOAT ON SEPARATE WEEP HOLE ELECTRICAL CIRCUIT NOTES:ELECTRICAL WIRE FROM POWER SUPPLY UAff L MUST NOT RUN OVER ANY TANKS BUT 3" MUST BE LAID BESIDE OTHER TANKS AND MUST BE PLACID IN CONDUIT SHUT-0FF LEVEL ALONG POST PUMP CONTROL FLOAT ELECTRICAL CORDS FROM PUMP AND FLOATS MUST BE RUN THROUGH CONDUIT. WIRES CANNOT HAVE GROUND CONTACT. Fieure F-8 • � t f i I" • r E-6 Part 2: Mound Systems A sewage treatment mound is a seepage bed elevated by clean sand Mounds must be fill to provide an adequate separation distance between the rock layer carefully in the mound and the barrier layer such as saturated soil conditions constructed or bedrock. The mound must be carefully constructed to provide adequate sewage treatment. Mound failures have usually been traced to improper construction practices. PERFORATED LATERALS SANDY LOAM SOIL LAYER OF GEOTEXTILE �,� t FABRIC OR 4 INCHES OF ,/,� HAY COVERED BY ' BUILDING PAPER x'' ,• / �', �� PIPE FROM PUMP CLEAN WJOCK �/• ,�'�/• �, DIVERSION FOR ' 6" TOPSOIL ", i /� fISURFACE WATER � / � �� SLO CL -.a t.."'�� •�� i� 1� ,%I� ,'fir'/ p FILLD L mss•• ari,r.:; :. Bq JI R4 AYFR Figure E-6 DATE TIME CITY OF ORONO /CALLED IN INSPECTION NOTICE lb 3C)� SCHEDULED PERMIT NO. o LET ADDRESS 1A • OWNER CONTR. ��S • TELEPHONE NO. DESCRIPTION I'1 W 01 FOOTING 11 FAECHANICAL RI 18 EXCAV/GRADING/FILLING 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS O 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT 07 DEMO-FINAL IC;INSAT�ALL 22 FOLLOW-UP 09 PLUMBING RI 23 SEPTI L 35 HARD COVER REMOVAL v 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL Z OWNERICONTRACTOR TO MEET YOU: YES_NO Z4 — I n Wr Q. LD cc J r" O O W Q Z W z W LAJ ORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE W/EW, ORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR 7 CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the ne t i tion 24 hours in advance.4737357 Owner/Contractor Inspector. White Copy/Inspector's File Canary Copy/Site Notice DATE 4 TIME CITY OF ORONO CALLED IN � j- I.3 a INSPECTION NOTICE SCHEDULED (0-5-16 Z' 3 0 PERMIT NO. COMPLETED ADDRESS Lj OWNER CONTR. 82NOIJ 4-0440--, TELEPHONE NO. DESCRIPTION 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS y 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 SEPTIC INSTALL. 22 FOLLOW-UP 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL v 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL OWNER/CONTRACTOR TO MEET YOU•_Y s_NO Zt U0 COMMENTS: cc W !� a O a O W W W Q 2 W z W cc ARK SATISFACTORY:PROCEED L1PROJECT COMPLETE CC W ❑CORRECT WORK&PROCEED ElISSUE CERTIFICATE OF OCCUPANCY C) ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY BEFORECOVERING 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 ext ins tion 24 hours in a vance.473-7357 OwnerlContracto Inspector. White CopylInspector's File Canary Copy/Site Notice DATE /TIME CITY OF ORONO CALLED IN b INSPECTION NOTICE / SCHEDULED Q,30 PERMIT NO. �� I C MPL ED h 'l ADDRESS OWNER CONTR. TELEPHONE NO. DESCRIPTION ��/l 1 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 SEP T. 21 COMPLAINT 07 DEMO-FINAL SEPTIC INSTALL. 22 FOLLOW-UP LU 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL v 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL Q OWNERICONTRACTOR TO MEET YOU:_YES NO o COMMENTS: W20 lo, ,_ I 0. O cc O 0. W cc Q Z W Z W cc LOU/WORK SATISFACTORY:PROCEED OJECT COMPLETE cc W0 CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY 0 BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. D PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ❑ CITATION ISSUED ❑ INSPECTION REQUIRED.CALLTO ARRANGE ACCESS. Call for the xt inspection 24 hours in advance.473-73557 Owner/Contract I e• Inspector. White Copy/Inspector's File Canary Copy/S!'- DATETIME CITY OF ORONO CALLED IN p^(7'L INSPECTION NOTICE SCHEDULED PERMIT NO. 163o COMPLETED n� ADDRESS 5502 WW / 01J /�Cf OWNER CONTR. TELEPHONE NO. DESCRIPTION 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WE7LANDS y 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 v 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP = 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL Q OWNER/CONTRACTOR TO MEET YOU:_YES_NO Z oCC COMMENTS: i /i1 S i CC W C CC J O CC O W W CC Q Z W Z W CC LU W ElWORK SATISFACTORY:PROCEED PROJECT COMPLETE QZ ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY BEFORE COVERING 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' s ction 24 hours in advance.473-7357 OwnerlContr t Si e• �8 Inspector. White Copy/Inspector's File Canary Copy/Site Notice