|
P
<br /> I
<br /> Page 9 of 9
<br /> POWTS Sanitary Site Plan for Dufours Campground Addtion0.00
<br /> SE1/4-SW1/4
<br /> I.
<br /> Sec"5 T4ON-R16W
<br /> Town of Oakland Burnett County I
<br /> D 25 50
<br /> Lmp Note: Campground for Seasonal Use Only �
<br /> I
<br /> Tnnni
<br /> 1 inch a 50 ft
<br /> I
<br /> I
<br /> I
<br /> 4"Privue Main interceptor O
<br /> Sites l7-29w/78 DFL's 966.39 i
<br /> Campground Sizing Calculation: Pipe pitch @ l/4 per,h
<br /> Bath House consists of 14 fixtures with a total of 35 wsfu's 22 = .:g ,
<br /> Campground consists of 50 sewefed sites with drops or 200 wsfu's
<br /> Total water service fixture units equals 235wsfu or a demand of-72 gpm s...
<br /> Drainage fixture units equals: clean-• _; 965.39
<br /> Bath house equals 24 DFU proposed wises Concrete
<br /> e fir.
<br /> Campsites 50x 4dfu or 200 DFU W2000-MR Se - 9*•�1> 968.12 I
<br /> Septic rank j 962.59 'e.
<br /> cola Poly-Ids PL525 Mar %' 29 - 'i-a 23 T..
<br /> 4d
<br /> Proposed N'iew Concrete �i s-» e 966.4) �QD'
<br /> WL 1250-MR Pump Tank • -a -_ r4.%!
<br /> r/a Simplex Pump ,,y,os---•,.- J Ord Pod 164.7, s 24 s
<br /> A.
<br /> / I
<br /> • sits 9 l0 28 "•'" '"/
<br /> a rq,� 20
<br /> W-1.00 27 967.55 '6?.950 J , •
<br /> Proposed Z"Bch.40 PVC FM. ` 961...
<br /> J �1� .32
<br /> 25: •
<br /> 309".82~4 969.7,"j,� .4\19
<br /> 26 J 999 TS
<br /> 4/ 31 ` yam .'s,.......
<br /> ` oat',•
<br /> `" 96b.s4 .65 j. , 4..a\18
<br /> 9no2 I
<br /> 32,1 :_f 17
<br /> 4.48
<br /> f1 7: 1 - 972.14
<br /> r:2.05 propose,a4,'�� 97 76
<br /> s_ 4 953.10 -(WEL Prink Main Interceptor 1
<br /> 40 Acre Parcel 9 4 Site59-13w/30DFtra
<br /> 33 'R''sr \--- Cil 59 +24DFlfs Bath House I
<br /> \\ Pam.Main Innen,. 0.)..21 'fl Pipe pitch(d}1/4"per/R
<br /> .95573 \ 14 Sites 14-16 and Pipe pitchy I/I/4 peaft.42 DRY. •
<br /> / / \\l BATH
<br /> 1.
<br /> S-36 . .3 9..62 HOUSE 'Po I
<br /> ,4- /� .96674. '�
<br /> Change m 4"Sch.40 PVC o 4.w ,954.56 /�y 4r 1
<br /> or Astro D 3034 Gravity Conveyance Pipe ', cl_c„,, . -: .c 967.21
<br /> ewJ w s 13 4e 9
<br /> -.••••;;L:.. 965.37 r -•'I, • :.76
<br /> • s-4.J .......,r 4.-n
<br /> 4"Private Main lntreeplo I om- W�v,sn J0
<br /> Site 14-39 w/J6 DMA •}'• • e.Private Main Interceptor
<br /> 35 �ia_r w Clean-Out s-es Sites 6,8+41 w/18 DFUt
<br /> Pia pitch 1//• � \ 663p ..:yg - :6'
<br /> 36655 � sea 489 01 Pipe pitch if Dr penR
<br /> Campground Septic System Sizing Calculation: =-«(; 1 L i' 8
<br /> Campground consists of 50 sewered sites with drops. sero Llan"-Irl t `5 - J9
<br /> 1 I
<br /> 50 x 30 gal./day=1500 gals.est.x l.5=DWF of 2,250 gals./day 36 \•• 11 ,o
<br /> 2,250 DWF/.7 SAR=3215 sq.ft of Dispersal Area .tic N / /. ''\ o.x I
<br /> :4.49•\•
<br /> •
<br /> ,4,t, i ```
<br /> PIPE (BENCH MARK) � �"� ,rj C2 of French Rd
<br /> 6M-100.00 er 37 a_M,� *s-ro i
<br /> .960.59 •'6,.26 _ K\
<br /> o Woodetl Slope :j ,
<br /> 99Ww95939 ' s
<br /> 38 0 r 1111 o3 4 I00 A Setback to P L
<br /> `tea //
<br /> Ce11/1 MIS'.93A 14' �,l 40 ./ - I
<br /> CN/2 9>.A'w95i33, �tV„ 39 'S9. y 959.94 \�*43 r_= ¢ I
<br /> LWI/]91.M or 93303 .95 40 -
<br /> Catl/4 97.M'r937.,1' ,.s I
<br /> ..._....... 410
<br /> Proposed Wieser Concrete 4..4
<br /> Oat 44 t
<br /> v
<br /> J,/ 4"Canvey W3000-MR Septic Tank lil•.
<br /> %.511•w95]oY "-� J/
<br /> from this point. J yak PdY-Lok PL525 PJ1u I
<br /> Proposed 4 Dispmsl Ceih co nirting of eggregar 6'4.134' Proposed i"Sch.40 PVC F.M. Proposal MR Pumpser Tank s. t I
<br /> WltD Duplex
<br /> Pump Tusk
<br /> Syuem Ekv.fw Cells l+2-95.W j !pQ5
<br /> Byaem Elev.for Cells 3+4.94.00' Mr Duplexashes.and manhole I i � - - I
<br /> Total Dispersal Area of 3,216 eq.ft i 300 ft to Hayden lake Rd.from tin trYa arta for Duplex Pumps I.;r4.-ee .33 '�j<a� `
<br /> i I
<br /> Nearest Pit's to the tested area ix>450' .. �/-� r
<br /> being Ore east and west 40lines. 6 I
<br /> Legend a-r
<br /> _.........._..._..._._..............4'Private Slain interceptor Sen.40 PVC or Astro D-]034 I i,.".469.
<br /> �� 9 4.61w-t I
<br /> .C Sc.40 PVC 200 PM P.E. ` '4.D - - -
<br /> Pipe Water Salo ,,, .C Sc.40 PVC r Asim 0-3034 Pipe to Orap r ` 4.+e 5%
<br /> _..........:^.:.ZS........._....-1 I/4'Sch.40 PVC 200 Psi P.E.Pipe Water Nein l/�w 4'Sch.40 PVC r Astro 0-3034 Clean Out \ 47 I
<br /> Lontrollins
<br /> ua.
<br /> V/2 .2'Sch.40 PVC 200 Psi P.E.Pipe Water Nolo ` .92 4.-e 495 50
<br /> the ansae ter40 miinnatig a miipenimum�of 10 Inchee•°DDoow ground.Eft and Back6oW Presenter per SPS 362.41.MM1Ih `. 069.41 •_
<br /> Note: rny r .-.9 ,0.]6 e97 I
<br /> Install Smita5an Facilities for L
<br /> sem?' o_4.- T�
<br /> campgrounds per SPS 382.37 P-traps requited
<br /> Install sanitary drain systems pr SPS 382.30 Nota'.362.30(11)c2e exempts frost elem.on drops r clamours for summer use public/ocilitiaa.. n. I
<br /> Install Clean-outs per SPS 382.35 4"Private Main interceptor 9..N I
<br /> Metall the water supply ayatrn per SPS 3112.40(6) Sites 1-7+40-50w/10213 RPs -44
<br /> Note:Private water mains and eewcee.91 run o horizontal d'etmce of 24 Mohr Warmth*private main interceptor. Pipe pitch f0 l/8"per/ft from Mtes4044
<br /> :hen I/4"from sites 50-48 and 4640 I
<br /> A BM.Top of 11/4 inch Iron Pipe Set Note SPS 382.40(04 Maw sentare Mau es prowled elm contra valves as reclfed in thN paragraph.
<br /> SPS 39140(450)3 D If a private water supply McNees an Internal pressure tank.tn.budding control wars Mal be
<br /> SIE HRP-Same instollod n.de ib bkding and Iodated with.3 feet of the dreelcped length downstream from the Internal ratan
<br /> tank.Well hour manifold Mail provide me roper 5 "'
<br /> nMto serve the Private Wale Man and stater services 3 Inc
<br /> ASSUMED ELEV.-96059'or 100.00' 00.err.ac 3 ria send',2 krl wawer eeM 0 P .rwc.etc.
<br /> 5P5 39240(550)laealkn Exterior water esppe mtbaek.and crossings Man be In aeerdmce with sue.1 to 7. l W I
<br /> 5P5 362.40(8)(e).No r1ate water man or water wale.may pan through or ondr a butdng t0 neve another
<br /> building utile.Ow Iknnetkne of MN code paragraph cos met Piping gin dNVIbu61on arrangement for the property and 974,66
<br /> Pullin will be recorded with.register of deeds no tater man 90 lop after instal....
<br /> SPS 394.10 No fixtures,replica..appurtenance materiel.deeds r product may be Md it nee n o plumbing system
<br /> r may be Metalled n a plumbing system,unless Il N r a tape conformingm the standardsr specifcations ter C/L of Hayden Lake Rd.
<br /> _�._..__...__Hapten SPS 352.393 old Map.145 Statutes.
<br /> 972.37
<br /> O BZ SPIKE
<br />
|