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HomeMy WebLinkAbout2003-P06637 - new septic system T PERMIT C I j` O F O RO N O Permit Number: 2750 Kelley Parkway- PO Box 66 P06637 Crystal Bay, Minnesota 55323 Permit Type: Septic (952) 249-4600 Date Issued: 8/11/2003 SITE ADDRESS: 1085 Tamarack Dr Long Lake,MN 55356 PID: 26-118-23-31-0017 DESCRIPTION: Proposed Use: Residential Permit Class: General Permit Type: Septic Permit Sub-type(s): New Septic System DETAILS: Approved per resolution#: Separate permits required: NOTICES/REMARKS: FEE SUMMARY: Permit Fee: $ 100.00 Valuation: $ 0.00 State Surcharge Fee: $ 0.50 TOTAL FEE: $ 100.50 APPLICANT: Swedlund Septic(See Comments) OWNER: Mr.&Mrs. Graham 7775 Tocoma Avenue 1065 Tamarack Dr Mayer,MN 55360 Long Lake,MN 55356 THE UNDERSIGNED HEREBY REQUESTS PERMISSION TO MAKE THE REAL IMPROVEMENTS SPECIFIED AND AGREES TO DO ALL WORK IN STRICT COMPLIANCE WITH ALL CITY OF ORONO ORDINANCES AND STATE OF MINNESOTA BUILDING CODE REQUIREMENTS. APPLICANT PERMITEE SIGNATURE ISSUED BY SIGNATURE Conies: 1-File(Sienitures Required),1-Applicant. 1-Monthlv Reports. 1-Assessim 1-Finance Page 1 t CITY OF ORONO SEPTIC SYSTEM PERMIT APPLICATION Boz 66(2750 Kelley Parkway) Crystal Bay,Mn 55323 r JOB SITE ADDRESS IDOJ� �f3h'1 f11�t�cK Occupancy Type: Residential_ Commercial Other Permit Type: New or Replacement System $100.00 x 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: -1-M5 Rv M eS Phone Number: Mailing Address: City: I Zip: Contractor's Name:(t)�L u ND EJPT7 G Phone Number: Mailing Address: 1?20 "F_-9-K Pi t6V City: LLC Zip: /T 0// PL. -i Ne *** 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 Minnesota Pollution Control Agency(MPCA) Septic System Installers License. 3. All work must be done in accordance with the approved septic system design. Design reports are not considered approved unless accompanied by the "City of Orono Septic System Approval" cover sheet signed by the City Inspector. 4. The following inspections will be required for all septic systems: A. Pre-installation site inspection to include inspector, installer, and general contractor. B. Tank installation prior to covering. C. Drainfield trench installation prior to covering. For mounds, inspection is required after rough up but prior to sand placement(sand will be jar tested for silt content), and again during pressure distribution piping installation in the rock bed. D. Final inspection to verify proper final cover depths and to verify that all pump stations (where required)components are functional and comply with codes. 5. Individual holding 1VIPCAInstallers License shall be present during all inspections. A24-hour notice is required for all inspections. NOTE: Applicant must initial all spaces. Fill in all appropriate blanks and check all appr-cpriate boxes. r 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: —,!2,_ Concrete Other Manufacturer Tank Capacities: 1) OQ6 al. 2) /A-50 gal 3) / al B. Pump Station(if required) Pump make&model 4D U LD (attach pump cu e& literature); system design requires gpm at_ feet of head. High water alarm make&model k,! VL-7- L O tside electrical work to be completed by installer electrician :)ther. C. Treatment System: v Trenches: s.f. /� Mound Depth of rock below pipe Rock bed dimensions x a' Drop Boxes Sand bed dimensionsx ' Distribution Box Pressure Dist. Pipe Diam. " Manifold Pipe Diam. 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 ofa septic system installation permit, agrees to do all work in strict accordance with ordinances of the City and the regulations of the State of Minnesota,and certifies that all statements made on this application are complete,true and cc ffect. =2 7 Signature of Applicant ,t Date: -/j' d2 MPCA License No. 39F ----------------------------------------------------------------------------------------------------------------- ------ Staff Review: Approval Denial Reviewer: Date: Reason for Denial: r RON ,: RYS PHONE NO. : 4422091 Jul. 02 2003 09:16AM P2 Swedlund Septic Service CITY OF ORONO SEPTIC PERMI P N REVIEW INSPECTOR Vperc Test DATE 7-p ,-q j ,,PERMITNO6 APPROVED A"S SNMAtt l7 BD id1%Mn wfM CaRRNCTftftaM Soil Boring TM� a�� ri�pM � !!wart��1�►aMawl.R w RrDestgn IOU �w ❑ Installation Estimate I Prepared For: :Zr"rn $ p �D &). Qhwwfi-ssal Site Address: /o�� %► rte l SwedIund Septic Service 9520 Laketown Road Chaska, MN 55318 - 442-5855 .FROM RYS PHONE NO. : 4422091 Jul. 02 2003 09:16AM P3 Swedlund Septic Service SEPTIC SYSTEM DESIGN Date Owner/Builder E.S Address Site Address /O Afq'5— /�9rn 440 4 d.-' d5t p Home Phone Work Phone Pager/Cell The following information has been compiled for a single family home: Bedrooms&— GPD 75Sb Garbage Disposal Lift Pump in Basement Septic Tank Capacity Zz-522 Pump Tank Capacity System Type: Mound X Trench Distribution: Gravity Pressure _ Land Slope I – Depth to Restricted Layer Z Soil Sizing Factor Pero Rate —j'0 .&-grrt Trench System: Drainfield Size/Sq,Ft. Lineal Ft. SB2 Number of Laterals Rock(Tons) Rock Width Max Trench Depth Width Mound System: Rock Bed lox Sand Layer :3&X Z� Upslope 16 Downslope idz` Sideslope /0 Sand Depth /I //4/ff Topsoil on Site A�—S Trucked in Al b Sand (Tons) ZZO� Rock(Tons) Z- Topsoil (Tons) -190 Pump Manufacturer: e�:o 4// Requirements: GPMHead 3 7 ./ Force Main Length O Diameter Number of Laterals Length 60 v Swedlund Septic Service • 7775 Tacoma Avenue Mayer,MN 55360 • (952)657-I034 State Certified lsc.#398 . -FROM,: RYS PHONE NO. 4422091 Jul. 02 2003 09:17AM P4 � 1 vo x b O `` V R %tlr I O j 51 j^ \A V CTcl I v 1 n rov I �s `° `' o n '" I Z- A� ti c"' �r'' �r 1 1 0 0 CL 15L ; 1 Do CLO dam I ✓ 3r b a �r ffO o v a { a�4 ��►�� ' � � i���� l I W I r./��` eto I CL I 1 n �[ o I L Ch Iva 1 N / "V CD Go ti t :14 + X to IF- 40 � � O r.-• w � a I i Y x x� I W d 44 I r 'p dm w ",p t m a x u b + g LLi I X74 g q I \ V a I w � Iz + a I I I a I OItic a ....-_. 1 10 —._..... I 1 1L— --- ---.._--- � I tp�y b 200.00 rQ i 4 Y��� 'C] q Y � tttppp •- .*FROM RYS PHONE NO. : 4422091 Jul. 02 2003 09:17AM P5 MOUND DESIGN WORKSHEET 5 (For Flows up to 1200 gpd) A. FLOW Estimated Sewage Flows in Gallons par day Estimated �-� gpd Nwnbu Type l Type n ofryye m Type or measured x 1.5 = gpd. z Sao ns leo B. SEPTIC TANK LIQUID VOLUMES 4 6W � 256 ofdx Ty 17Z 5,C7 gallons 6 's o s�25 33s In 7 1050 600 370 n Q 8 1200 675 408 Ip C. SOILS(refer to site evaluation) , 1. Depth to restricting layer= a inches feet m m"of MW mtkl>we naml rmy w. g 2. Depth of percolation tests= /Z inches .ate a,< « 3. Texture Percolation rate ? o ; i4 oxit .1"o� 4. Land slope % 7.A MY 15M WO ao300°00 D. ROCK LAYER DIMENSIONS 1. Multiply flow rate by 0.83 to obtain required area of rock layer:A x 0.83 = _�_gpd x 0.83 sq. ft./gpd=6-2 Esq,ft: 2. Select width of rock layer(max 10' if X120 rnpi max 5') =/b ft. 3. Length of rock layer=area--width 23sq' ft.¢ Jd ft. = 62 ft. Width eft - '' c120mpi c10' e L,engtbg�2Z ft E. ROCK VOLUME >120mpi [5 1. Multiply rock area by rock depth to et cubic feet of rock;l� scl.ft. x ft__ cu.ft. 2. Divide cu_ ft.by 27 cu. ft/cu.yd. to get cubic yards; Z.72cu. ft. +27=�7,9 cu.yd. 3. Multiply cubic yards by 1.4 to get we' ht of rock in tons; -zjcu.yd. x 1.4 ton/cu. yd. _, tons. F. ABSORPTION WIDTH Absorption width siting Table I. Percolation rate in top 12 inches of soil is /(� pi Petoal.00eAMin 0212M xaseernbaaotyt;<,p Texture Kowa w Imb Soil Uum pu day� Wi to to RD& root L.r«Wwm Faster than 0.1 Co Sana 120 1.00 0.1w5 Sam 120 1,00 2 Select allowable soil loading rate from table; 0.11465 5 Fmo SMd 0.60 2.00 61015 S.aay Loam 0.79 1.52 x6.49 gpd/ft2 16x030 Loam 0.60 zoo 31 to 45 Silt La® 030 2.,40 46 to 60 Gey L a® ods 2.67 6010120 Gay 0.24 5.00 3. Calculate adsorption width ratio by dividing rock layer Slow°dl- c1v 020 6.00 loading rate of 1.20 gpd/ft2 by allowable soil loadmi rate; 1.20 gpd/fF= r D gpd/ftz= c 4. Multiply adsorption width ratio by rock layer width to get required adsorption width; � x�ft= waft FROM RYS PHONE NO. : 4422091 Aug. 27 2003 10:04RM P2 Aii DOWNSLOPE DIKE WIDTH i. If landslope is 3% or more, subtract rock layer width from adsorption width to obtain minimum downslope dike toe 'e,10 ft-1p ft =� j2 feet 2 Calculate Minimum mound size based on geometery: a. Determine depth of clean sand fill at upslope edge of rock layer: Separation / feet b. Multiply rock layer width by landslope 5BOL1WIdth to determine drop in elevation; foot R* •d 11 Slope Difference 5•per•11o1 Ap x %+ 100 = feet lope Different• t Uva s width c. Add depth of dean sand for separation (2a) 14•t Rat upslope edge, depth of rock layer (1 foot) to depth of Do o width cover(1 foot) to find the mound height at the upslope edge foot of rock layer; ft+ ift+ 1ft= feet d. Enter table with landslope and u lope dike ratio. Select dike multiplier of 1 q e. Multiply dike multiplier by uslope mound h 'ght to find upslope dike width: x Z•q = feet f. Add depth of dean sand for slope difference (2b) at downslope edge, to the mound height at the upslope edge of rock layer (20 to find the downslope height; ft+ ft 1 feet g. Enter table with landslope and downslope dike ratio. Select dike multiplier of (e Z 5'- h. Multiply dike multiplier by downslope mound height to get downslope dike width:,.q x(,2�r=' feet i_ Compare the values of step G.1 and Step G.2h Select the / greater of the two values�as��t''e downslope dike width; D Q feet :. j. Total mound width is the sum of .,�••l a,•. o' °�Y upslope dike (G.2e) width plus rock �::•. ^•YL lata ti;nx:... Vic•,. ..: layer width (0.2) pluso U9siuD.wioie "` u•Iiodo Width downslope dike width(G ); 2 J� 1"` r"` �!J ft + �� ft + . ft = feet . v �;r::.<,��...,:�:,.�� �:�:_ ,•: k. Total mound length is the sum of ::i£A3•� upslope dike width (G.2e)plus rock layer N..:,. :...,,•.:.,"�: �V;�X r�> ys?ti!?'!.?,`itf"�::.'�•.":s• •o• . I e h.(D.3) plus upslo e dike w'dth (G.2e) v ft + ft + �' ft = fK feet Tot•)44h•lh Downslope ps ope 3:1 C s'1 61 7:1 3:1 1:1 5:1 b1 7:1 C1 �slope 0 ]n t0 5.0 ao 7.0 )0 4.0 5.0 6.0 7,0 en I ]119 4.17 sas 636 7,S7 291 7.65 4.76 5.66 651 7.41 2 7.10 435 5.6 (.62 6.16 2.61 3.70 4-4 536 614 6.90 7 7J0 1.51 5.66 7J2 6,66 2.71 737 4.15 S.06 S.79 6.4S 1 3A1 l76 (.JS 7.69 9.72 2.66 ),4S 117 4.64 S.16 6416 5 757 S.od 6.67 6S7 70.77 261 333 4.00 1.62 5.19 571 6 366 S26 7,14 936 1107 2 54 7.23 3.95 111 4.93 SAI 7 7110 5s6 7.69 10J4 117) 2.4.9 3.12 3.70 4.27 4.70 S.13 6 3.95 5.66 633 lls4 is.91 2.47 7417 3S7 4.G5 4.49 4.9 1 4_St 9.09 13,04 1•.92 2,71 �„w 7.4.5 3.90 430 4416 10 419 _H67 s 1041 15,00 23.37 2.31 2.A6 3*) 7.7S 4.12 1 A4 1l 4A6 7,14 11.11 17.65 3047 7126 276 7.23 7.67 3.95 1.2A 12 4" 7.69 7250 21A3 Q73 127 2.70 3,77 149 3,60 4.® 64 . ,FROM RYS PHONE NO. : 4422091 Jul. 02 2003 09:18AM PG DOWNSLOPE DIKE WIDTH ,l. If landslope is 3% or more,subtract rock layer width from adsorption width to obtain minimum downslope dike toe ZD ft-. JO ft= /0 feet 2 Calculate Minimum mound size based on geometery: a. Determine depth of dean sand fill at upslope edge of rock layer.Separation / feet b. Multiply rock layer width by landslope 1 foot cover to determine drop in elevation; 1 root; Ro ed Slope Difjference � � s■oer■sten fur, l0 x %+100= feet SI■o■Difference t UDs■ Math c. Add depth of clean sand for separation(2a) feel ]zo<r sea wrath at upslope edge,depth of rock layer(1 foot) to depth of 4.0 feet Dow a e,■width cover(1 foot)to find the-mound height at the upslope edge feet of rock layer; ft+ Ift+ lft= feet d. Enter table with landslope and uyslope dike ratio. Select dike multiplier of Z Q�g e. Multiply dike multiplier by upslope mound height to find upslope dike width: 3 x�= /0 feet f. Add depth of clean sand for slope difference(2b)at downslope edge,to the mound height at the upslope edge of rock layer(20 to find the downslope height; ft+ ft=Meet g. Enter table with landslope apd downslope dike ratio. Select dike multiplier of Z1,7�- h. Multiply dike multiplier by downs ope,�o/und height to get downslope dike width ;, x , feet i. Compare the values of step G.1 and Step G.2h Select the / greater of the two valuesa the ownslope dike width; feet ;Fi:;i;.: •`; �i.3:S,e•;`•"`"ts:;: j. Total mound width is the sum of s � upslope dike(G.2e)width plus rock E. .� wrath `_'::`. layer width (D.2)plus / e ue91 a wretn ..1 2 lest o.pt1.wtotn slope dike width(G_2i) k• , feet own ft+ /C-) ft+ ft - Z Ofeet k. Total mound length is the sum of `Do" upslope dike width(G.2e)plus ruck layer " len (D.3 us u Io dike wi (G.2e); gth ) ps :.; ;. .. pod - j. . �a ft ft+ / ft- feet �� tel unpin 3:1 l•1 5A Wwrlslupe 611 7:1 3:1 ll p$1 6;1 s.lepe 0 3A 4 o SA 30 7.0 3.0 4.0 S.0 .10 7,0 1A l 3,W 417 5.26 6Je 753 2,91 3.39 6.76 5,66 644 7,61 2 3.19 4.9 SS6 6.42 314 183 3,70 144 5-16 6,14 6.90 1 $30 654 SM 752 6.e6 17S 30 6.35 5.01 5.79 6A5 4 3.61 L76 62S 7.14 9.75 W 3.45 4,17 4.44 5.46 6A6 S 351 $AD 6.67 147 10.77 2.6,1 3.33 too 4.62 5.19 5.71 6 3I6 5,26 7.111 9.34 1207 154 3.73 3.35 4,41 11.93 SAI 7 310 546 7.69 10.34 13.73 1.16 3.17 170 4Z 4.70 S.13 1 3.9s 1,11 637 11311 1191 Z42 3.033F us 6A9 4e/ 1 411 4.25 9.09 13L6 1197 2.36 2w 3,45 3.90 430 145 10 419 6.67 10.0 IS.00 23.33 131 2.66 111 3.75 4.12 11.4 it 4,44 7.14 11.11 17.65 30.63 226 7.78 3.23 161 3.95 616 12 W 7,66 I2S0 I1.43 41.75 221 2.70 3115 119 3.60 4.01 64 FROM : RYS PHONE N0. : 4422091 Jul. 02 2003 09:19AM P7 PRESS QRE DISTRI13IMON SYSTUM 1. Select number of perforated laterals 2. Select perforation spacing = :3 ft. I Since perforations should not be placed closer than 1 ft. to the edge of the rock layer (see p. E-14),subtract 2 ft.from the rock layer length. Rock layer length-Z ft. 4. Determine the number of spaces between perforations. Divide the length above by perforation spacing and round E-17a down to nearest whole number. TAA18jLP-0FPEgMRAT10N DLSCHAR ES 1!V= Head Perforation diameter(inches) Length perf. spacing =40 ft. + ft. = spaces i4 c3i (z) 1.Oa 0.56 ala 1.5 0.90 5. Number of perforations is equal to one plus the number of 2.Ob 0.80 1.04 2.5 0.89 1.17 perforation spaces. 3.0 0.98 1129 4.0 1.13 1.47 5.0 126 t_65 spaces +1 = perforations/lateral 7U-se 1.0 foot of head for residential systems. bUse 2.0 feet of head for other establishments & Multiply perforations per lateral by number of laterals to get total number of perforations. E-l7b �i xerforations_ .�...,.�. laterals pelfs/lateral p 1.25 inch 1.5 inch 2.0 inch 23 14 18 28 7. Determine required flow rate by multiplying 3.0 13 17 26 number of perforations by flow per perforation 4 o 11 is 23 (see page E-17) 5.0 10 14 22 11R 13 Perfs x V--pert gpm- E 15 ,ar 8. If laterals are connected to header pipe as shown on page E- 15,select minimum required lateral diameter from table on �- page E-17;enter table with perforation spacing and number ,�'' werM of perforations per lateral. Select minimum diameter for perforated lateral = inches. E-12 =M=1r= 9. If perforated lateral system is attached to manifold pipe near �'�"��.� �,.• the center, as on page E-12,perforated lateral length and 6 4.41 number of}perforations per lateral will be approximately one half of that in step 8. Using these values,select minimum diameter for perforated lateral from page E-17 as �✓''� inches. FROM : RYS PHONE NO. 4422091 Jul. 02 2003 09:19RM P8 9 PUMP SEL)=C.TION PLQ EUURE q.. Determine pump capacity: Gravity Distribution 1. Minimum suggested is 20 gpm 2. Maximum suggested is 45 gpm Perforation Discharges in GPM Head Perforation diameter Pressure Distibution feet inches 3.a. Select number of perforated laterals 7/32 1/4 b. Select perforation spacing= feet- 1.02 0.56 0.74 C. Subtract 2 ft.from the rock layer length. 1.5 0.69 0.90 Rvdc layer ialth -2 ft.= feet. 2.0b 0.80 1.04 d. Determine the number of spaces between perforations. a Use 1.0 foot single homes_ Length perf.spacing= ft.r ft.= spaces b Use 2.0 feet for anything else. e. _spaces+1= perforations/lateral f- Multiply perforations per lateral by number of laterals to get total number of perforations- T.-=err x w;, ,«�= perforations. g. xa--gpm. SELECTED PUMP CAPACITY gpm B.Determine head requirements: 1. Elevation difference between ump and point of discharge- feet 2. If pumping to a pressure distribution system,five feet for pressure Soil amunerd.,ph.. required at manifold if gravity s stern,zero. feet TOWa pipe 1'sei 3. Friction loss a. Enter friction loss table with gpm and pipe diameter. ,;„ Read friction loss in feet per 100 feet from table(F-14). pipe F.L.= •d ft-/100 ft of pipe .-............. . b. Determine total pipe length from pump to discharge - - -- - point Estimate by adding 25 percent to pipe length for fitting loss,or use a fitting loss chart(F-15 feet). Equivalent pipe 1 -1.25 t_ 1 -9'f length- x 1.25= Friction Loss in Plastic Pipe c. Calculate total friction loss by multiplying friction loss in ft/100 ft,�bY'equiva ipe length Nominal .,� Total friction loss= � p x -100=_-feet pipe dia. Flow Rate 4. Total head required is the sum of elevation difference, gpm 1-5" 2" 3" special head requirements,and total:friction loss. 20 2.47 0.73 0.11 3 Z + {� _ 25 3.73 1.11 0.16 (Y) (2) (30 5.23 0.23 6.% eW 0.30 40 8.91 0.39. TOTAL HEAD feet 45 11.07 3.28 0.48 50 13.46 3.99 0.58 G Pump selection 60 5.60 0.8702 822 65 6.48 0.95 70 7.44 1.09 1. A pump must be selecte to deliver at least gpm (Step A) with at least feet of total head (Step B). 'FROM RYS PHONE NO. 4422091 Jul. 02 2003 09:20AM P9 Sizin&,of LqnigS ation T 1. DCWrmine Surface Area width Rectangle=Area= L x W 1 x_= square feet t.cngtn Circle=Area=n x(Radius)' 3.14 x x _= square feet rz=3.14 Other=Get Surface Area from Manufacturer square feet 2. Calculate Gallons Per Inch There are 7.5 gallons per cubic foot of volume,therefore you must multiply the area times the conversion factor and divide by 12 inches per foot to calculate gallons per inch Arca x 7.5 gpft'+12 inchs per foot x 7.5+12 = 2�gallons/inch 3+ Calculate Gallons to Cover Pump(with 2 inches of water covering pump) Esr:marod Sewage Flows in Gallwu per day (Height(in)+2 inches) xgallons/inch(#2) Number { + )x �4 gallons of Type i Type if Type til Type Bedrooms 1V 4. Calculate Total Pumpout Volume 2 300 225 18o a. To maximize pump life select sump size for 4 to 5 pump operations per day. 3 450 300 218 co% Jpd.X /S"'4 gallons per dose 4 600 375 256 nl� 5 750 450 294 in b. Calculate drainback r 6 900 525 332 1. 1. Determine total pipe length, Z0feet 7 1050 600 370 2. Determine liquid volume ofpipe,//-y-3gallons per 1(H)fact. S 1200 675 408 wlu,ftag 3. Mul�fiipp�ly length by volume.- Drainback quantity= QTS- feet x"gallons/1 W ft.=�L gallons. Ni disro, Oncj c Gelluns r loll r I C. Total pump out volume equals dose volume+drainback 4.4 -allons per dose+ ��gallons= i _gallons 1.25 7.77 T 1.5 10.58 S. Calculate Volume for Alarm(typically 2 to 3 inches) 2 17.43 Depth(in)x gallons/inch 02)= 2.5 24.87 r,x 'Z _ &_<—o gallons 3 38.4 4 66.1 6. Calculate Reserve Capacity(75%the daily flow) Dail yJf o (see page D-7)x.75= d x.75=n�- gallons Reserve Capacity 7. Calculate total gallons gallons over pump+gallons pumpout+gallons alarm+gallons reserve capcity #3+#4 c+#5+#6 Alarm Pump On 8. 'Total Depth (Total gallon divided by 91101,pro inch) Total C. 11 n(#7)+ allon/inch(#2) To'1 Pumpout Volumc ���„S+1=-�YZ inches Pump Off Pump Hcight 9. Float Separation Distance(equal total pumpout volume) Total pumpout volum�e��(�4c)+gallons/inch(312) --+ _-�-Z inches tM/�5 /pro o q,9/ j`�i�7 }D 44 J� ,FROM RYS PHONE NO. : 4422091 Jul. 02 2003 09:20AM P10 LOGS OF FOIL BORINf G S Location or Project�1� 4 - /.4,m AIZ Ae, Borings made by SIFDLUND Date Classification System. ❑AASHO LTJ USDA-SGS ❑ Unified ❑Other Auger used(check two): Q Hand ❑or Power; ❑ night Cif or Bucket; ❑Other Depth, Boring Number / Depth, Boring Number in feet Surface Elevation - in feet Surface Elevation p / /O GJ � 1 - f/7- �O�At Z/Z. — O1/¢ �e�/9�h, �l Z 2 - � 2 - . o Zy/ /too 4 - i /horT C/ `l 5 6 - 6 - 7 _ 7 - g _ 8 - 9 - 9 1fl - tp - �l End of boring at feet. End of boring at feet. Standing water table: Standing water table: ❑ Present at feet of depth, ❑ Present at feet of depth, hours after boring. hours after boring. IK Not present in boring hole. Not present in boring hole. Mottled Soil: Mottled Soil: ❑ Observed at feet of depth. ❑ Observed at_ feet of depth. ❑ Not present in boring hole. ❑ Not present in boring hole. FROM. : RYS PHONE NO. : 4422091 Jul. 02 2003 09:21AM P11 .-�^ LQGS OF SOIL BORINGS Location or Project �a �'� //T'v'4aok-'e Borings made by SWEU UND Date 2d—G a- Classification System: ❑AASHO 21 USDA-SCS ❑ Unified ❑Other Auger used(check two): 0 Hand ❑or Power; ❑ Flight 0 or Bucket; ❑Other Depth, Boring Number Depth, Boring Number in feet Surface Elevation in feet Surface Elevation 0 wivs,�ir to Ae 0 '0 II//Z /Z- 1 4 F5 4 - 4 - 5 6 - 6 7 - 7 - 8 - 8 - g _ g 10 - 10 - i End of boring at feet. End of boring at feet. Standing water table: Standing water,table: ❑ Present at feet of depth, ❑ Present at.____.. feet of depth, hours after boring. hours after boring. XNot'present in boring hole. `1 Not present in boring hole. Mottled Sail: ► el Mottled Soil: ❑ Observed at feet of depth. ❑ Observed at feet of de 0 Not present in boring hole. ❑ Not present in boring hole. .-FROM .: RYS PHONE NO. : 4422091 Jul. 02 2003 09:21AM P12 c LOGS OF $131L WRINGS Location or Project l0 4�— Borings made by SWEDLUND Date 4 Classification System: ❑AASHO 0 USDA-SCS El Unified ❑Other Auger used(check two): 0 Hand O or Power: ❑ Flight 2 or Bucket, ❑Other Depth, Boring Number Depth, Boring Number fro in feet Surface Elevation in feet Surface Elevation 0 .J1sE 0 7Z/2 ZI 2 7 �'1, T'I IG.G�'+'�I'N1 esu//. 2 rs; 47 /L 0'4' 3 - 3 - � 4 - 4,!Z 4;/eA7 4 - 7 -- 7 g _ g _ 10 - 10 - End of boring at feet. End of boring at 3 feet. Standing water table: Standing water table: © Present at feet of depth, ❑ Present at feet of depth, xhours after boring. hours after boring. Not present in boring hole. Not present in boring hole. Mottled.Soll: Mottled Soil: C! Observed at feet of depth. ❑ Observed at __feet of depth. 0 Not present in boring hole. C1 Not present in boring hole. 'FROM.: ISYS PHONE NO. : 4422091 Jul. 02 2003 09:21AM P13 Date .�O �� PERC TEST BY SWEDLUND SEPTIC Location z4m l erg,l'' Hole # Depth Soil Depth d —/2 Texture Depth of Initial N Water t=illing ro Pere Test starting Time and Date: Time Ojk Date 21 Time Intervals Drop in Inches Pere Rate Date PERC TEST BY SWEDLUND SEPTIC Location •51 Hole # Depth , Soil Depth "� Texture Ae R n Depth of Initial Water Filling AP�► Perc Test starting Time and Date: Time Date Time Intervals Drop in Inches Perc Rate 2o_c7 4acn ,► ,► Date PERC TEST BY SWEDLUND SEPTIC Location s Hole # .---I Depth Soil Depth L'J/ Texture Depth of Initial Water Filling AD Perc Test.starting Time and Date: Time Dated Time Intervals Drop in Inches Dere Rate FROM- : RYS PHONE NO. : 4422091 Jul. 02 2003 09:22AM P14 Date —��GL3 PERC TEST BY SWEDLUND SEPTIC Location /D h•-r+R.�stc., Hole # _ Depth Soil Depth 67 -/4 Texture Z014 A44 Depth of Initial Water Filling Perc Test starting Time and Date: Time Zg:2 Date _1�.2 9 Time Intervals Drop in Inches Perc Rate �o AP_le 4G' ,ter ,O ,, y .� Date 1-2s-03 PERC TEST BY SWEDLUND SEPTIC Location F Hole # Depth Soil Depth 4:!) Texture 4,14" Depth of Initial Water Filling Perc Test starting Time and Date: Time /D r}-M Date Time Intervals Drop in Inches Pere Rate Date l PERC TEST BY SWEDLUND SEPTIC Location -�� � Hole # _._ �• Depth /f Soil Depth d / Texture - Depth of Initial Water Filling - Perc Test starting Time and Date: Time Date � _ Time Intervals Drop in Inches Perc Rate F' sa Mae V/DATE TIME CITY OF ORONO CALLED IN �141 INSPECTION NOTICE SCHEDULED PERMIT NO. COMPLETED ADDRESS /odS OWNER CONTR. TELEPHONE NO. 611-2- SO// ' DESCRIPTION 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING 1% 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS y 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS 07 DEMO-SITE 27,SEPTIC MAINT. 21 COMPLAINT v 07 DEMO-FINAL 15 EPTIC INSTALL. 22 FOLLOW-UP 09 PLUMBING RI 3 SEPTIC FINAL 35 HARD COVER REMOVAL v 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL OWNERICONTRACTOR TO MEET YOU: ZYES—NO COMMEN1 U V v ';:�-00 �C i\, PIA" }c.,.o a 41 Ok0; n W W Or d 4j 0; ❑WORK SATISFACTORY:PROCEED ❑PROJECT COMPLETE W ❑CORRECT WORK&PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY C1 BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑PHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hol in advInce. (952) 249-4600 Owner/Contractor on site: S�^' Inspector. White Copy/Inspector's File Canary Copy/Site Notice oaxr � D T TIME CITY OF ORONO CALLED IN �-I�' 0 INSPECTION N TI SCHEDULED PERMIT N0. &3 7 COMPLETED _t. �" d V3 ADDRESS ZOCS�,S Fa-n OWNER CONTR. TELEPHONE NO. �� Z ?/ (o DESCRIPTION 4 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS Co03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT v 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL v 10 PLUMBING FINAL 36 FOUNDATIOWREMOVAL OWNER/CONTRACTOR TO MEET YOU) 1(ES_NO y COMMENTS: v 6 1-" 1Pr51 o - r C r , d4- b n•vc\\cr QC err W c Q 2 W '1�cr- d ul f�QVORKSATISFACTORY:PROCEED ❑PROJECT COMPLETE W /❑CORRECT WORK&PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY OO ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY C1 BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑PHOTO TAKEN INSPECTOR WILL RETURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/Contra m site: 11 Inspector. q.Vc �_ White Copynnspector's File Canary Copy/Site Notice DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED PERMIT NO. eD &6 3 7 COMPLETED 5-5­0 LA ADDRESS \OSS )Vmcrra4_ OWNER CONTR. S—JkVq TELEPHONE NO. C_ DESCRIPTION 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 Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT v 07 DEMO-FINAL 1 SEPTIC INSTALL, 22 FOLLOW-UP 09 PLUMBING RI 23 EPTIC FINAL 35 HARD COVER REMOVAL v 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL OWNERICONTRACTOR TO MEET YOX_ ES_NO Zt R COMMENTS: cca cc 0 LL w cc Q z W W WElWORK SATISFACTORY:PROCEED OJECT COMPLETE W ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY C1 BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN 11 CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/Conactor on sit Inspector. White Copylinspector's File Canary Copy/Site Notice