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HomeMy WebLinkAbout2000-P02386 - new septic 0 PERMIT CITY OF ORONO 2750 Kelley Parkway - PO Box 66 Permit Number: P02386 Crystal Bay, Minnesota 55323 Permit Type: Septic (612) 249-4600 Date Issued: 4/27/00 SITE ADDRESS: 3020 Watertown Rd LONG LAKE,MN 55356 PID: 33-118-23-33-0001 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: PATNODE BROS OWNER: J R RENCKENS&D A RENCKENS 23200 109TH AVE 3020 WATERTOWN RD ROGERS,MN 55374 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. I ISSUED BY SIGNATURE Copies: City,Applicant,Assessor,Finance Pagel CITY OF ORONO SEPTIC SYSTEMPEMMITAPPLICATION Box 66 (2750 Kelley Parkway) Crystal Bay, N N 55323 J - R24 ?100 JOB SITE ADDRESS: oz W q fol K. u..✓ Occupancy Type: ResidentialL'o, 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 '"Seen fee schedule for non-residential permit fees Owner's Name: Si�i�rc� .� FC,5a�e --.� Phonel`Tumber: Mailing Address: o u• /0City: f,✓�z�•4 �p:_S�'9` Contractor's Name• a 1__,4 PhoneNumber: &/ Z/Z$— 73 -3 Mailing Address: 2926o City: zip: DO NOT MAIL PAYMENT NVITH THIS APPLICATION GEN ERA.LINSTRUCTIONS 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 NTCA Installer Certificate shall be present during inspections: A 24- hour notice is required for all inspections. A 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 install' the following: A. Tanks: _ Precast Concrete Other Manufacturer 6 u 4� S Tank Capacities: 1) Z50 gal. 2) zoo gal. 3) (�S gal, B. Pump Station (if required), -1011 Pump make & model J✓1 ^ - lie' (attach pump curve & literature); system design requires gpm at W- feet of head. High water alarm make & model �1,1,�,40� �`; ;� Outside • ' electrical work to be completed by installer electrician 4-`- 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 Drop BoxesSand bed dimensions 'x Distribution Box Pressure Dist. Pipe Diam. " Nianiford Pipe Diam. Z " D. Final Cover/Topsoil to be: V/1" borrowed from site (show location on site plan) trucked in The undersigned hereby applies to the City of Orono for issuance of a septic system installation permit, agrees to do all work in strict accordance with the ordinances of the City and the regulations of the State of Minnesota, and certifies that all statements made on this application are complete, true and correct. SignatureofApplicant: Date: -2v G o MPCA Certification No.: Staff Review: Ap v Denial Reviewer: 8i ./ Date: -25-VD Reason for Denial: SEPTIC SYSTEM APPROVAL v.-O `\: ©Raxo corms O O CITY of ORONO Municipal Offices ' Street Address: Mailing Address: i`qk Og41W 2150 Kelley Parkway P.O. Box 66 Orono, MN 55356 Crystal Bay, MN 55323.0066 Owner rilnd5 �� e�l C7 Phone (Home) (Work) AddressCity og-ero State /*J Zip Site Evaluator S—P %f51(r2a State License # 3_�_ Phone# 66 Type of Establishment: Single Family >, Multi Family Commercial A)0 Garbage Disposal Yes No No. Potential Bedrooms .5 Est. Gallons Per Day_ 75D Water Meter Required: Yes No X Soil Sizing Factor , .y5 al z FI J Ssr=) Perc Rates P-1 1 P-2P-3� �P-4 P-5 P-6 q_ P- Restricting Layer Depth B-1 IE)" B-2 12'' B-3 �6'' �B-4 ,L B-5 ;C B-6 ZZ`` Type of Treatment System: Standard_ Experimental Alternative Pressurized Mound System X At-Grade System Gravity Trenches System Pressurized Trench System Gravity Trenches W/Lift Pressurized Bed System Holding Tank W/Alarm Septic Tank Size #of Tanks Z Lift Tank Size I ZSR Pump Brand GPM I/ Head 4� Treatment System. Minimum bc'y 5�`��&X I it Square Feet with / inches of rock below pipe Type of covering Fabric Other THIS IS NOT A PERMIT. This is a design approval form which must accompany the site plan. A permit must be issued-to a licensed septic contractor prior to installation. NOTICE TO INSTALLERS: Any changes to the approved plans must have prior approval of the inspector (249-4600) Call for inspection 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 the primary and alternate sites are protected. NO VEHICULAR TRAFFIC OF ANY KIND is allowed within 20'of tested drainfield sites ever. ACCEPTED_ DENIED By the City of Orono subject to existing regulations and the following conditions: By: - 17- Chris 'en ce, On-Site Systems Manager b SYSTEM IS DESIGNED FOR BEDROOMS. ANY INCREASE IN NUMBER OF BEDROOMS INVAUDATES THIS DESIGN. Telephone(612)249-4600 Fax(612)2494616 S-P TESTING., INC. Steven B. Schirmers - MPCA Cert.No. 627 951 Katydid Lane NE - St. Michael, MN 55376 - (612) 497-3566 FAX (612)-497-5011 State License#394 December 12, 1999 Steiner & Koppelman James R. Renckeng 3020 Watertown Rd. No. 1/2 Orono, Henn. Co., MN This on-site sewage treatment system is designed for a Type 1, six bedroom home, in accordance with the Minnesota Pollution Control Agency Chapter 7080 and local ordinances. The soils on this site are SCS soils mapped - L+B - LeSueur loam. The seasonally saturated soils were located at 18" to 26'(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 of 26.7 mpi. 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 a light and sound device, this is in case of a pump failure. The manifold and supply line pipe must have back drainage to the pumping chamber. The distribution pipes shall have their ends capped. Be sure the rock and sand fill material are clean. The sod layer below the entire mounded area must be turned over, just break up the sod, be sure not to over work. All neighboring wells are located greater than 100' away from the proposed treatment area. 1 Keep all heavy equipment off of the proposed treatment area before and after construction. The treatment area should be marked off before construction. This Design is not valid &the system will need to be relocated if failure to protect the areas proposed for On-Site Sewage Treatment occurs. With proper installation and maintenance, this system should have no problem in treating septic effluent effectively. Nothing other than human waste, toilet tissue, laundry, showers, water softener etc. should be disposed of into the septic tanks. Iron filters must be diverted out of the system. Garbage disposals are not recommended, due to adding more solids &fine solids passing through to the system. Excessive amounts of soaps, anti-bacterial soaps, cleaning agents & chlorine agents may kill the bacteria needed to treat septic effluent. Additives are not recommended. Recommend to pump & clean your tanks through the manhole by a certified pumper every 2 years. Check with your pumper to set up a schedule. Steven B. Schirmers 2 J) d1 N 4J o O 910 4j s ro Dto M . .. IU3 o !� .t v 0 tT a U o 0 1 N 14 CL .SFS 51 (L"-Y 0 g .0% �) to U ® z C, F ON 8C N VIEW DSP B Z DA PERMIT Na. (� J 7VI3D AS SUBMITTED A APPROVED WITH CORRECTIONS AS NOTED Q, o WTAPPAOYED-CORRECT&RESL:HMIT 1 UWONM lean are*W your information. All work,hall be done W J` v IN%U eoAi`y�iance with all applicable septic and zoning code. 0 J`— K049hOulents including items not specifically noted in this review. (y �\ XW THIS PLAN SET ON SITE AT ALL TI,b1GS 4 O q j 0 7 3 O o � 6 J' 1 r t� to F J J / r IL 0 \; h r � 't '�L �� = 6' F a► sh W\ OOv \1 �- +i c d y:t44 ss JD'a'• ��' Eat-tr- cicp _ � �S 3.5 -toy o _ Os � - � 9-r3•S SET- BACKS ]HOUSE System must be=Tank A°2 from property lines( IC from uIlls 0- from bogs. . wo,%AA ) Treatment area NOTE:pa"*supply and swikfies mist be located in o Treatment area ;—O.,from property lines weoffw Prca endosure outside the pcuMM dMber and manhole LjA•titloL65 w,-n � from yells '� t3�t[CEicc_ L:from bogs. • �, � _ from trees 1 yll SOIL BORING ELEVATIONS 9$x•0 �mtn. TH.t EL.-_M.,.7, 14*c.-9g�.� "da.su 1 e grade '�"/o TH.�2 El..-9'►y.O F`.q��.o 1 _ y;.D TH' 3 EL 2131 Took Tonk PRESSE DISTRIBUTION Mt�(1ND SYSTEM T 4 EL.-. 33 I Drop to Tonk �c�-c M t ► o moo. 7 TH. 5 EJ,-%9_9A-4 Mt l~io 8 �' a r-VATQ.t of PROPOSED PUMMG Maxl"fo4' ��P -( 1a�GS S111A��-oc�.) Chamber CHAMBER- 91;.ott.-z,wwr- 4V)5.0 4"lo.6"610:pipe SYSTEM DESIGN -MOUND TYPE--'I-: , (I BFB j Average percolotion rote 3L:2minJach(design-83sgdt treatment am perWL of daily sewage fbw) p ft.of treatment area f10%=X13-sgfL (�10fL%idth='ZfLkngthofbedarea*sidesloperune• .to1 x=WWt=�-fu -�t.bwnareaneeded) 100 gd/doy x.83sgA/gds-s4 r •• � snowl. 7 • Clean rock needed— _sq fL tceotment area•x 401" depth°(code=_ _ wJt=2T=.J3ctLyds(3/4 to 21/da.,indides 2 �rock above pi") _ .� ' / sandy loam back f�135�_aryds.appcooc., topsoil 6 �-4a-Yd--�'�'Mt�l�cs_,_f2.A'4Q `lobo 40 -f oes°+.. , - Clean sand fat below rock needed S�ouyds• approx. , -- -. --- t�"�oo� Number of tanks` cegked--3--. ist tonic 1S0 goL,2r im&)"�oga•ffiirrt m Ftis�s PtirnP��ti. �ti�►mt'�EQ- Plunping d=nber capacity-25%of dodysmage flow of.90o gat.=�� gd+nerve storage of 150yzt /B) oo gal.+p-pebock droinoge— PROPERTY OF: `12 _ . - � � "dr ,igo l. of gat-/IOOGn.ftof� da.supply pipe, 1"mftneeded42-� , QS. gdfmon&M_L`�gaVt00Ctftof 0 . total capoaty needed l'-I4 _gaL(plus area forNmp) 1S0S0 o9-tl.c60p. pistn'bution pipeJ!&:6a.,X30 eft,1)J26:dw.perforations 21,,:aport TESTING ! Pump s¢e •0}hp. (pumpoble capacity�gol.4 cydes/day) J L�'�N H�Ao P���s S?� l3 P E 4 ao•1i� •-- S-P Note: When conslrucling bed , this area• should be shaped Note: Oistonce from treotmed orea to neighboring wells— Designed Sy: 2-497-.5566 to-divert run-off from entering treatment area. (_�• rG� , pate L�/1L/= . . 61 MOUND DESIGN WORKSHEET (For Flows up to 1200 gpd) A. FLOW mea SmUe FI �a�M Per Estimated.�°gpd d. c a� TMI nn 11 TMm or measured x 1.5 ==gp 4 600 13 373 2 3W zts ISO 6C 22% y} or B. SEPTIC TANK LIQUID VOLUMES 3 730 430 294 13 _ ��0 41-J o 0gallons 0 ►^'► 6 90o Sts 370 m T a..SO i i i a6m 9x C C. SOILS (refer to site evaluation) 1. Depth to restricting layer=u iza inches=feet � �,,,, „p,d,1�„„ ,a ,. � inches 4.a.wr d� c■+w a.�..i un w 2. Depth of percolation tests=.�_ IM �,o A�. Percolation rate 1� mpi 'i~ �� 3. Texture .,� 4. Land slope D. ROCK LAYER.D1MfiN SIONS 1. Multiply flow rate by 0.83 to obtain required area of rock layer. A x 0.83 = goo gpd x 0.83 sq. ft./gpd = I LA-7 sq. aa V 2. Select width of rock layer (max 10' if<120 mpi max 5') = ft• 3. Length of rock layer= area+width =sq. ft. + 0 -- ft. _ ', ft. , • . WidthJ,oft • . <120mpi <10' Lengthft >120mpi <5' E. ROCK VOLUME 1. Multiply rock area by rock depth to get cubic feet of rock; Y za: sq. ft. x 5' ft. = .cu. ft. 2. Divide cu. ft.by 27 cu. ft./cu. yd. to get cubic yards; jib,cu. ft. +27=��,cu. yd. 3. Multiply cubic yards by 1.4 to get weight of rock in tons; 3A cu. yd. x 1.4 ton/cu.yd. _ _4,5' tons. 7F. SORPTION WIDTH A a7dom worts 8�Table ercolation rate in top 12 inches of soil is �. mpi NWA In sdlTae., Mexture L�Aq Lol4vvA W� '°"'" Pum due 0.1 Come Seed 120 1.c 0.1 a 4 Seed 120 1.0 .2. Select allowable soil loading rate from table; 6 1s Flee Seen 0.79 zc - 1,,�,� oTf t� 6 ro 14 Saedr Loam 0.79 I.: Li C Ord/it2 iia43 314%I"= o� 2. 0 0120 60 0 t _ 0.0.24 2. 5. 3. Calculate adsorption width ratio by dividing rock layer 10-l"120 Ca,," 020 6. loading rate of 1.20 gpd/ft2 by allowable soil loading rate; 1.20 gpd/ft2+ .14�' gpd/ft== a 4. Multiply adsorption width ratio by rock layer width to get required adsorption width; :),02x.10 -ft=a o ft G. DOWNSLOPE BERM WIDTH 2011."'' c°""11 1. If landslope is 1% or more, , subtract rock layer width from adsorption width xo&1• to obtain minimum downslope berm toe CUlm S ttd K••;��� ,,rK ►N:�.+�� feet NahuWSad 4td*_ 2. Calculate Minimum mound Size a. Determine depth of clean sand fill atF0* Al U �' `� upslope edge of rock layer. •�p_ n � Separation Y - I•S ft = /�'_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; 1. ft+•lft+ 1ft= 3 .S feet - - oto c. Enter table with landslope and upslope berm '-r' Upal�pe Wath ratio. Select berm multiplier of 3 %A.5' . ;> �' : ':r :,: ►a d. Multiply berm multiplier by upslope mound yU�� �. �o ' R°`1t"spa ' .� •.a.. Up,lope Wath LUmmmth ,. i'$ta' rpt Width �_ �tir�w.'. height to find upslope,berm width: feet):I, � :t •.rt Pd .o l.* r+���. �'ti777•',,,••""".�y+.:,'S\� n��! s.d•.3y n!* t f 1 !�h f( a •i�f L�Ac .( �, Yf( �tii �ii 7 a !. e. Multiply rock layer width by • �7 ''°� �" r `.,```•::._ `:" * L 1 .� • � '� WaailiW Wid ��f •c l�Y• }° v .. landslope to determine drop in elevation; t- h 1 ; Absorption wta 'S'•'.t� i i14 •<,•41/.1('4•/11yI•q 1 4::•.�y1 M,,,av•..• -. ., :•x.! i..�yj.•: .^,�';. x �, /a+100 = .feet -:. ...r, �;� .S, .S'ry •%:..:...it �•i f.:;t..af �A". 2. f. Add depth of clean sand for slope Tar�>.�t, difference (2e)at downslope edge,to the mound height at the upslope edge of rock layer (2b) to find the downslope height; ft+ ft= 3•-Ifeet g. Enter table with landslope and downslope berm ratio. Select berm multiplier of 9.17 (�, . h. Multiply berm multiplier by downslope mound height to get downslope berm width: -1?to x 3,2 = feet BERM SLOPEMULY'IpLIM i. Compare the values of step 6.1 ►,Z and Step G.2h j`7 3,5-f--)a' sjoMLiad 1� DOWNSLOPE for bum�u�,%.� Select the greater of the two values as the in% n��raaa °� rano downslope berm width; a:I ' feet j. Total mound width is the sum of berm (G.2d) 0 3.0 4.0 5.0 6.0 7.0 3.0 4.0 5.0 6.0 7.0 8.0 upslope 1 3.09 4.17 5.26 638 7.53 2.91 3.85 4.76 5.66 6.54 7.41 width plus rock layer width (D.2) 2 3.19 4.35 5.56 6.82 8.14 2.83 3.70 4.34 5.36 6.14 6.90 plus downslope berm width(G.2i); 3 3.30 4.54 5.88 7.32 8.86 2.75 3.57 435 5.08 5.79 6.45 ) :� ft+ m ft+ z a ' ft= 4%4 feet 4 3.41 4.76 7.89 9.n 2.68 .43 4.17 4.84 5.46 6.06 k. Total mound length is the sum of upslope 5 3.33 5.00 6.67 851 10.77 2.61 333 4.00 4.62 5.19 5.71 berm width(G-2d) plus rock layer length(D.3) 6 3.66 5.26 7.14 938 1207 2.54 3.23 3.85 4.41 4.93 5.41 plus upslope berm width(G.2d); 7 3.80 5.56 7.69 10.34 13.73 248 3.12 3.70 4.23 4.70 5.13 1 Z ft+ q.1 ft+ )a. ft= /0k feet 8 3.95 5.88 8.33 11.54 15.91 242 3.03 3.57 4.05 4.49 4.88 a ::k" 73.1' V 9 4.11 6.25 9.09 13.04 18.92 236 2.94 3.45 3.90 4.30 4.65 10 4.29 6.67 10.00 15.00 2333 231 2.86 3.33 3.75 4.12 4.44 Final Dimensions: 11 4.48 7.14 11.11 17.65 30.43 226 2.78 3.23 3.61 3.95 4.26 12 4.69 7.69 12.50 21.43 43.75 221 2.70 3.12 3.49 3.80 4.08 Pine SELECTION PROCEDURE A. Determine pump:capacity: Gravity Distribution 1. Mmimum suggested is 20 gpm 2 Maximum suggested is 45 gpm Pe:toi tfcn Dbdw"In GPM Heid Paimdon dtia w Pressure Distibution feet clic: 3.a. Select number of perforated laterals 732 1 1 4 b. Select perforation spacing= 3 feet. Loa 0 0.94 0.90 c. Subtract 2 ft.from the rock layer length. 2.ob 0.80 q--), -2 ft._ YQ feet. ' PA&°r'kng* l se1.0foot dooms. d. Determine the number of spaces between perforations. a U b Use to feet for le hOWeg else. Length perf.spacing=W ft.+Z ft._ � spaces e. :io spaces+1= perforations/lateral f. Multiply perforations per lateral by number of laterals to get total number of perforations. x . _ ` perforations. g. X _-ftj gpm. SELECTED PUMP CAPACITY T 47 . gpm B.Determine head requirements: 1. Elevation difference between pump and point of discharge. a► feet 2. If pumping to a pressure distribution system,five feet for pressure sou°"`°'"""'"� required at manifold if gravity system,zero. _ 7bd s feet pipe ' 3. Friction loss L Enter friction loss table with gpm and pipe diameter. o«.&n cMMW Read friction loss in feet per 100 feet from table(F-14). ao• , F.L.: • (I 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 length-1.25 times pipe length= _ Li )o -x 1.25_ I;- feet Friction Loss in Plastic Pipe c. Calculate.total friction loss by multiplying Nominal friction loss in ft/100 ftby equivalent pipe length. pipe dia. Total friction loss= 7 . x a +100: `� feet How Rate 15" r 3- 4. Total head required is the sum of elevation difference, gpm special head requirements,and total friction loss. 20 2.47 0.73 0.11 . ,_a 1 +,�_+ 1__ 25 3.73 1.11 0.16 (1) (?) (3c) 30 .5.23 1.55 0.23 TOTAL HEAD . y feet 4455 107 32.28 048 50 13.46 -3.99 0.58 .55 4.76 0.70 C. Pump selection 60 5.60 0.82 65 6.48 0.95 70 7.44 1.09 1. A pump must be select.t.deliver at least` gpm .W- i(Step A). at least -,feet of total'head(Step B). S-P TESTING, INC. Steven B. Schirmers - MPCA Cert.No. 627 951 Katydid Lane NE - St. Michael, MN 55376- (612)497-3566 FAX - (612) 497-5011 State License#394 LOGS OF SOIL BORINGS Steiner& Koppelman 3020 Watertown Rd. No.1/2 Orono, Henn. Co., MN Borings completed on 11-20-98, with a hand bucket auger. BORING NUMBER 1- Elev.949.2 - MOTTLED SOIL AT 18!' - no standing water present in boring. 0 - 10" Topsoil dark brown clay loam to loam 10YR 3/2 10" - 18" Brown clay loam 10YR 5/6 18" - 26" Rusty brown clay loam 10YR 5/6 - mottles 6/8 26" - 34" Rusty brown clay loam 10YR 5/6 - mottles 7/1,6/8 34" - 48" Rusty olive brown loam 10YR 6/3 - mottles 7/1,6/8 BORING NUMBER 2- Elev.994.0 - MOTTLED SOIL AT 22" - no standing water present in the boring. 0 - 14" Topsoil dark brown loam 10YR 3/2 14" - 22" Brown day loam 10YR 5/4 22" - 40" Rusty brown clay loam 10YR 5/6 - mottles 7/1,6/8 40" - 44" Rusty gray brown silty loam 10YR 613 - mottles 7/1,6/8 44" - 48" Rusty gray brown loam 10YR 6/3 - mottles 7/1,6/8 BORING NUMBER 3- Elev.993.4 - MOTTLED SOIL AT 26" no standing water present in the boring. 0 - 12" Topsoil dark brown loam 10YR 3/2 12" - 18" Brown loam 10YR 5/3 18" - 26" Brown clay loam 10YR 5/6 26" - 38" Rusty brown clay loam 10YR 5/6 - mottles 7/1,6/8 38" - 48" Rusty brown loam 10YR 6/4 Soil borings cont'd. BORING NUMBER 4- Elev.992.3 - MOTTLED SOIL AT 22" - no standing water present in the boring. 0 - 12" Topsoil dark brown loam 10YR 3/2 12" - 16" Gray brown loam 10YR 5/2 16" - 22" Brown clay loam 10YR 5/3 22" - 28" Rusty brown clay loam 10YR 5/3 - mottles 6/8 28" - 34" Rusty gray brown clay loam 10YR 6/3 - mottles 7/1,6/8 34" - 42" Rusty gray brown silty clay loam 10YR 6/2 - mottles 7/1,6/8 42" - 48" Rusty gray brown sandy loam 10YR 6/3 - mottles 7/1,6/8 BORING NUMBER 5- Elev.992.4 - MOTTLED SOIL AT 26" - no standing water present in the boring. 0 - 14" Topsoil dark brown loam 10YR 3/2 14" - 26" Brown clay loam 10YR 5/6 26" - 34" Rusty brown clay loam 10YR 5/6 - mottles 7/1,6/8 36" - 48" Rusty brown loam 10YR 6/4 - mottles 7/1,6/8 BORING NUMBER 6- Elev.992.9 - MOTTLED SOIL AT 2Z' - no standing water present in the boring. 0 - 10" Topsoil dark brown loam 10YR 3/2 10" - 22" Brown clay loam 10YR 5/4 22" - 42" Rusty brown clay loam 10YR 5/6 - mottles 7/1,6/8 42" - 48" Rusty brown loam 10YR 6/4 - mottles 7/1,6/8 2 CERTIFICATION NO.627 STATE LICENSE NO.394 , PERCOLATION TEST DATA SKEET Percolation test readings made by S-P Testing,Inc.on 11-21-98 starting at 10:25am. Test hole location Steiner& Koppdman,3020 Watertown Rd.,Orono. Test hole number-. Date test hole was prepared-LL-2&:2L Depth of hole bottom 11 inches. Diameter of hole!k inches. SOEL DATA FROM TEST HOLE DEPTH,INCHES SOIL TEXTURE 0 - 10" Topsoil dark brown Gay loam to loam 1011 - 12" Brown clay loam Method of scratching sidewall is lin& Depth of gravel in bottom of hole is 2 inches. Date and hour of initial water filling 11-20-98, 9:30am. Depth of initial water filling is 12 inches above the hole bottom. Method used to maintain at least 12 inches of water depth in hole for at least 4 hours is automatic sipon. Maximum water depth above hole bottom during test is 6 inches. Measurement, Drop in water level, Percolation rate, Time Time interval min inches inches minutes per inch Remarks 10:15 prefill 6 10:25 10:55 6 1-9116 19.2 30 min 11:06 11:36 6 1-7/16 20.9 30 min 11:37 12:07 6 1-3/8 21.8 30 min Percolation rate=21fi-minutes per inch. CERTIFICATION NO.627 STATE'LICENSE NO.394 PERCOLATION TEST DATA SHEET Percolation test readings made by S-P Testing,Inc.on 11-21-98 starting at 10:26am. Test hole location Steiner& Koppelman,3020 Watertown Rd.,Orono, Test hole number-, Date test hole was prepared 11_2&98• Depth of hole bottom 12 inches. Diameter of hole!k inches. SOIL.DATA FROM TEST HOLE DEPTH,INCHES SOIL TEXTURE 0 - 12" Topsoil dark brown loam Method of scratching sidewall is kl& Depth of gravel in bottom of hole is 2 inches. Date and hour of initial water filling 11-20-98,9:30am Depth of initial water filling is 12 inches above the hole bottom. Method used to maintain at least 12 inches of water depth in hole for at least 4 hours is automatic siphon. Maximum water depth above hole bottom during test is 6-inches. Measurement, Drop in water level, Percolation rate, Time Time interval min inches inches minutes per inch Remarks 10:15 prefill 6 10:26 10:56 6 2-3/4 10.9 30 min 11:05 1:35 6 2-5/8 11.4 30 min 11:38 12:08 6 2-9116 11.7 30 min Percolation rate=1 .3—minutes per inch. CERTIFICATION NO.627 STATE LICENSE NO.394 PERCOLATION TEST DATA SHEET Percolation test readings made by S-P Testing,Inc. on 11-21-98 starting at 10:27am. Test hole location Steiner&Konnelman,3020 Watertown Rd.,Orono. Test hole number3, Date test hole was prepared-U--20:2& Depth of hole bottom 12.inches. Diameter of hole¢inches. SOIL DATA FROM TEST HOLE DEPTH,INCHES SOIL TEXTURE 0 - 12" Topsoil dark brown loam Method of scratching sidewall is kn& Depth of gravel in bottom of hole is 2 inches. Date and hour of initial water filling 11-20-98,9:30am. Depth of initial water filling is 12 inches above the hole bottom. Method used to maintain at least 12 inches of water depth in hole for at least 4 hours is automatic siphon. Maximum water depth above hole bottom during test is!k inches. Measurement, Drop in water level, Percolation rate, Time Time interval min inches inches minutes per inch Remarks 10:15 prefill 6 10:27 10:57 6 2-7/8 10.4 30 min 11:04 11:34 6 2-13/16 10.6 30 min 11:39 12:09 6 2-13/16 10.7 30 min Percolation rate=1 ZLminutes per inch. CERTIFICATION NO.627 - STATE'LICENSE NO.394 PERCOLATION TEST DATA SHEET Percolation test readings made by S-P Testing,Inc.on I1-21-9$starting at 0:28am. Test hole location Steiner& Kopp !e man,3020 Watertown Rd.,Orono. Test hole number, Date test hole was prepared i 1-20-98. Depth of hole bottom 12.inches. Diameter of hole!k inches. SOIL DATA FROM TEST HOLE DEPTH,INCHES SOIL TEXTURE 0 - 12" Topsoil dark brown loam Method of scratching sidewall is knife. Depth of gravel in bottom of hole is 2 inches Date and hour of initial water filling 11-20-9 9:30am. Depth of initial water filling is 12 inches above the hole bottom. Method used to maintain at least 12 inches of water depth in hole for at least 4 hours is automatic siphon. Maximum water depth above hole bottom during test is fi inches. Measurement, Drop in water level, Percolation rate, Time Time interval min inches inches minutes per inch Remarks 10:15 prefill 6 10:28 10:58 6 2-3/4 10.9 30 min 11:03 11:33 6 2-11/16 11.2 30 min 11:40 12:10 6 2-11/16 11.2 30 min Percolation rate=ILL minutes per inch. CERTIFICATION NO.627 STATE LICENSE NO.394 PERCOLATION TEST DATA SHEET Percolation test readings made by S-P Testing,Inc.on 11-21-98 starting at 10:29am. Test hole location Steiner& Koppelman,3020 Watertown Rd.,Orono. Test hole number3- Date test hole was prepared-JL-2&:2& Depth of hole bottom 12.inches. Diameter of hole-E inches. SOIL DATA FROM TEST HOLE. DEPTH,INCHES SOIL TEXTURE 0 - 12" Topsoil dark brown loam Method of scratching sidewall is kn& Depth of gravel in bottom of hole is 2 inches. Date and hour of initial water filling 11-20-98,9:30am. Depth of initial water filling is 12 inches above the hole bottom. Method used to maintain at least 12 iifches of water depth in hole for at least 4 hours is automatic siphon. Maximum water depth above hole bottom during test is 6 inches. Measurement, Drop in water level, Percolation rate, Time Time interval min inches inches minutes per inch Remarks 10:15 prefill 6 10:29 10:59 6 1-1/8 26.7 30 min 11:02 11:32 6 1-1/8 26.7 30 min 11:41 12:11 6 1-1/8 26.7 30 min i Percolation rate=2fiJjninutes per inch. CERTIFICATION NO.627 STA'."E'LICENSE NO.394 PERCOLATION TEST DATA SHEET Percolation test readings made by S-P Testing,Inc.on 11-21-98 starting at 10:30am. Test hole location Steiner&Koppdiman,3020 Watertown Rd.,Orono. Test hole number-C Date test hole was prepared 11-21D g Depth of hole bottom 12.inches. Diameter of hole h inches. SOIL DATA FROM TEST HOLE DEPTH,INCHES SOIL TEXTURE 0 - 10" Topsoil dark brown loam 101' - 1219 Brown clay loam Method of scratching sidewall is Jul& Depth of gravel in bottom of hole is 2 inches. Date and hour of initial water filling 11-20-9 9:30am. Depth of initial water filling is 12 inches above the hole bottom. Method used to maintain at least 12 inches of water depth in hole for at least 4 hours is automatic sip on. Maximum water depth above hole bottom during test is!k inches. Measurement, Drop in water level, Percolation rate, Time Time interval min inches inches minutes per inch Remarks 10:15 prefill 6 10:30 11:00 6 1-5/8 18.5 30 min 11:01 11:31 6 1-5/8 18.5 30 min 11:42 12:12 6 1-5/8 18.5 30 min Percolation rate=IM-minutes per inch. DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED PERMIT NO. VQ23 f3(b COMPLETED ADDRESS 090 W A f M AI OWNER CONTR., ?_&h100(,t 611,05 TELEPHONE NO. DESCRIPTION �t9 W 01 FOOTING 1 MECHANICAL RI 18 EXCAWGRADING/FILLING 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS 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 SE.1211CUdAINT. 21 COMPLAINT 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP W 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL ZZ 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL J Q OWNER/CONTRACTOR TO MEET YOU:_YES_NO Z COMMENTS: W a cc C91 O cc 0O W Cc Q Z TZE maP _ n W z W CC j d W ORK SATISFACTORY:PROCEED U. PROJECT COMPLETE CC ❑ CO ECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W O ❑ CORRECT WORK,CALL FOR REINSPECTION TEMPORARY BEFORECOVERING PERMANENT ❑ CORRECT UNSAFE CONDITION WITHIN HOURS. 17 PHOTO TAKEN INSPECTOR WILL RETURN CITATION ISSUED 11STOP ORDER POSTED.CALL INSPECTOR ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for 4�next i s ction 24 hours in advance. 249-4600 Owner/Contr c t Inspector. White Copy/Inspector's File Canary Copy/Site Notice DATE TIME CITY OF ORONO CALLED IN INSPECTION N SCHEDULED 53 �06 PERMIT NO. COMPLETED t ADDRESS 30 2(7 W -�144J. OWNER CONTR. TELEPHONE NO. gag DESCRIPTIONS w 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS Zn 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-SITE2 T. 21 COMPLAINT v 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP Ili 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL 't 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL J Q OWNER/CONTRACTOR TO MEET YOU:_YES_NO Z o COMMENTS: cc LU l c� Eo APsrPC ,4 H o `7-� ! — I toSc� Eti 1�5 rPCv�tst- r►1� c 1 w w cc IZT z "E w Z w Qz Z) dw WORK SATISFACTORY:PROCEED ElPROJECT COMPLETE cc ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY w O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY BEFORECOVERING PERMANENT ❑ CORRECT UNSAFE CONDITION WITHIN HOURS. 7 PHOTO TAKEN INSPECTOR WILL RETURN El STOP ORDER POSTED.CALL INSPECTOR CITATION ISSUED ❑ INSPECTION REiE CCESS. Call f 4 hours in advance. 249-4600 Owner/Co ra Inspector. White CopylInspector's File Canary Copy/Site Notice ch vi `S DATE TIME CITY OF ORONO CALLED IN INSPECTION NOzICEE8C SCHEDULED PERMIT NO. ,�� COMPLETED ADDRESS 3 oar U cJC'- e OWNER CONTR. TELEPHONE NO. DESCRIPTION 12GGl'`> bed 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 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT J 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP ------------------- W 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL Z OWNER/CONTRACTOR TO MEET YOU:_YES_NO COMMENTS:cc cc o a cc L '/7,`� 0L Q --cc 2 it z W W cc j GW WORK SATISFACTORY:PROCEED 17. PROJECT COMPLETE Uj W 1-1CORRECT WORK&PROCEED F-, ISSUE CERTIFICATE OF OCCUPANCY Q ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. - PHOTOTAKEN INSPECTOR WILL RETURN CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Calif rthen t inspection 24 hours in advance. 249-4600 Owner/co r pr site: Inspecto White Copylinspector's File Canary Copy/Site Notice DATE TIME CITY OF ORONO CALLED IN q_,�9_00 61106 INSPECTION NOTICE SCHEDULED 1-2-e-00 0;,To PERMIT NO. FO 2386 COMPLETED ADDRESS 302D A)AtEX+04 Todb OWNER 1 lW000015 CONTR. 4100 ,CROS TELEPHONE NO. DESCRIPTION Se L 4-"Pm W 01 FOOTING 11 MECHANICAL RI 18 EXCAWGRADING/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 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 J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL Z OWNEWCONTRACTOR TO MEET YOU:_YES_NO COMMENTS: ar 0 J O �• a, , lelellW cc Q z an Cl�'� ir�� �cyrduif ay W �bk 'Ir a � LAJ ❑WORK SATISFACTORY:PROCEED PROJECTCOMPLETE W EI CORRECT WORK&PROCEED ,'.-TISSUE CERTIFICATE OF OCCUPANCY 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY U 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 nexpection 24 hours in advance. 249-4600 Owner/Co nt c r on Ite• Inspector. White CopylInspector's File Canary Copy/Site Notice