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018-1086-31-000
MEMO DATE: December 5, 2002 TO: Mike Rogers, Rogers Plumbing, Inc. FROM: Pam Quinn, St. Croix Zoning Contractor RE: Mound sites in Hammond Oaks Subdivision, Hammond Twp. There are five (5) other systems in Hammond Oaks that still require your attention. The mound locations below were included in a drive-by inspection of Hammond Oaks Subdivision by myself and Rod Edinger on 12/2/02. These mounds require access boxes or other protective enclosures for lateral turn ups and additional soil and/or mulch cover to meet requirements in the mound and pressure distribution component manuals (see Table 3, "Turn ups" in version 2.0 of Pressure Distribution manual). Lot 3t~looks especially in need of some final soil cover, which may be the responsibility of the owner, for frost protection (see 83.43(8c)) . Permit # Lot # Address Subdivision/Town ,, 405181 4 1614 89th Ave. -final ins ection Hammond Oaks, Hammond 399667 7 1622 89th Ave. -final ins ection Hammond Oaks, Hammond 420360 35 866 162nd Street -final ins ection Hammond Oaks, Hammond 42 363 37 872 162nd Street -final ins ection Hammond Oaks, Hammond 420359 31i 1614 86th Ave. -final ins ection Hammond Oaks, Hammond You and I had previously discussed the need for installing access covers during 10/31/02 inspections for lots 24 and 25. It was my understanding that you intended to get covers installed as part of other plumbing jobs in the subdivision. Please provide the Zoning Dept. with a date that these five mounds can be inspected and verified that state code requirements have been met. ~~%L'~ ~~ Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM Safety and Building Divisio ~ ,t INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PERMIT) Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. 'ermit Holder's Name: ~ ~r• City Village X Township Richard & Marsha Hammond Townshi :ST BM Elev: Insp. BM Elev: BM Description Gov ~ ~ ~ i s TANK INFORMATION TYPE MANUFACTURER CAPACITY Septic < Dosing /1 ~ C~-~ l Aeration Holding TANK SETBACK INFORMATION TANK TO P/L WEL~ BLDG. V~ Air Intake ROAD Septic ~® ~ ~A i 30~-/ ~~ ~~ Dosing ~ ~a,~~ ~ Aeration Holding PUMP/SIPHON INFORMATION G~• ~ _7~~r~~, Manufacturer ~. n n wand ~ Z~'`~ TDH Lift ~~ Friction S9s~ System'HSea~ I For main Len th ,~. Dia. ~ r~ Dist. to well ,~ > /ov' SOIL ABSORPTION SYSTEM s ~ ~~~ o ~ ~- a osesf- .~ 8 ENCH Width / Length ~ No. Of Trenches PIT DIMENSIONS - No. Of Pits Inside Dia. Liquid Depth ENSIGNS '1 ~ O'er ~ ~p( ( SETBACK SYSTEM TO P/ B G WELL LA E/STREAM L G Manufacturer: INFORMATION CHA OR Type Of S stem: ~ ~ / ~ \~~ ~, UNI Model Number: ~~ ' ` DISTRIBUTION SYSTEM S ~ nq !2 /~~ ~.~y , ~eQ.d Header/Man d ~ ~ji-~y~.~~. /~ ~j T Distribution A, Pipe(s) ' -~ / ~ . G? !_ ~ ~ x Hole Siz2e J J~ v x Hole Spacing Vent to Air Intake ~i10 ~.GC~ Cengt i Dia_ Dia Spacing Length SOIL COVER x Pressure Systems Onlv xx Mound Or At-Grade Systems Only p ' y ~.%aQ'°' Depth Over Bed/Trench Center ~ ~ / Depth Over Bed/Trench Edges xx Depth of Topsoil xx Seeded/Sodded xx Mulched t ~ ®Yes o ~ Yes o COMMENTS: ~~,`~~ ~ ~ ~ ~ / ~L (Include de discrepencies, persons present, etc.) Inspection #1 • / /~~~ Inspection #2: / Location: 1614 86th Avenue /Hammond, WI 54015 (SW 1/4 NW 1/4 20 T29N R17W) Hammo d Oaks Lot 311 Parcel No: 20.29.17.651 1.) Alt BM Description = 5 fi • (.~ t~`ri z/ ~ 1 0'2 c'~, c"/ >i.,~ ,. ,,.,~.y~,f~,~~. ~f~ ~. ~' ~ (9~~ ,5~ -0~'0~ jai .E' ?' c. Gr~:j~x .. ~ ~ t"?~ 2.) Bldg sewer length = ~D ~ ~I i1 1's~l 'JC~O- - - -~ / ~"`~ f " " "-"~ ~ ~~ (/ ~ ~ av~ -amount of cover = 3.) Contour = ~ tSl _ - _ ~ ~~ Iro! D'L a Plan revision Required? ~ ;_, Yes I_ o ! ~ ~ ~ ~~ (Q Use other side for additional information. ~__~___.__~_ I ~_ _ ~~wy" J SBD-6710 (R.3/97) Date Insepctor's Signature Cert. No. ELEVATION DATA county: St. Croix Sanitary Permit No: 420359 0 State Plan ID No: 7 ~s Parcel Tax No: 018-1086-31-000 STATION S BS HI /D ~ FS ELEV. Benchm,~rk # ,(3'h-r l ~ / ~ ~ D ~b~ 1 Alt. BM _• Bldg. Sewer t q / 7' ~ SUHt Inlet g. 96. ~7 SUHt Outlet '. ~.--- Dt Inlet i Dt Bottom gS~sA / •/ ~~~5~ Header an. 7" ~' ~ ~~ ~';.a.3... ~~~ Dist. Pipe ~i~ C~.O Bot. System ~,-$-cr" poi. z3) 3 /o~ 3 Final Grade .f Ct'7,•¢ s' ~ z a ~ ~ .~ D ~ , Cover ,4r4'~ • O -ewe ~ .s . ~ C~tRaR~ S Safety and Buildings Division Count ` : ~ 201 W. Washington Ave., P.O. Box 7162 y/ ~~~ ~scons~n Madison, WI 53707 - 7162 Site Address ~ Department of Commerce ~ Ibllf ~ ~~ , Sanitary Permit Application Sanitary Permit Number I ~ , n accord with Comm 83.21, Wis. Adm. Code> personal information you provide i~ 3 ion Che ma be used for seco ses Privac Law, s15.04 1) m I. Application Information -Please Print All Information Plan I.D. Number ~~ ~~~~~ 3 Pro Owner's N ~ Par 1 Number Property Owner's Mailing Address ~ ~ ~ Pro rry Location ~ ST Ci)i?. Ci.)1;;,; i - _ 14 ~k, N, R City, State Zip Code Ph r Sloclc ljymber /~ /~ ~ ~ n _ f d„„ ~ ` f `~. ~ ~ O~ J/ Subdivision Name CSM Number r Type of Building ( Check all that apply.) °'~° P"r j~ 1 or 2 Family Dwelling -Number of Bedrooms Ci ty ^ Public/Co cial -Describe Use illage ^ State Owned~C y~. ~ 1 ~ ~r . ~ . `f ~ x ~ zD' I~1 aa.-.®ce112 ~..p t t _ . ~ ~ u Nearest Road ~ III. Ty a of Permit: (Check only one box on line A. Numbering is for internal use.) (Compl ete line B, if applicable.) A. 1 New stem 2 ^ Re lacement S stem p y 3 ^ Replacement of Tank Onl 6 ^ Addition to Existin S stem For County use B' ^ Check if Sanitary Permit Previously Issued Permit Number Date Issued IV. Type of POWT System: (Check all t apply. Numbering is for internal use.) ~~` 44 ^ Non -Pressurized In-Ground 21ound 41 ^ Sand Filter 50 ^ Constructed Wetland CCC ^ 22 ^ Pressurized In-Ground 41 Holding Tank 48 ^ Single Pass ~ 51 ^ Drip Line 45 ^ At-Grade 46 ^ Aerobic Treatment Unit 49 ^ Recirculating 30 ^ Other V. Dis ersaUTreatment Area Informat ion: Design Flow (gpd) Dispersal Area Dispersal Area Soil Application Percolation Rate System Elevation Final Grade Required Proposed Rate(Ga1s.lDays/Sq.Ft.) (Min./Inch) Elevation X50 oG'~~D ~~~0 . ~ ~ 1 DI.7 q 10~ . , VI. Taal: Info Capacity in Total Nut,.ber Manufacturer '' Prefab Site Steel Fiber Plastic Gallons Gallons of Tanks Concrete Constructed Glass New Existing Tanks Tanks Septic or Holding Tank Dasing Chamber I , VII. Responsibility Statement- I, the undersigned, assume responsib' ' r installation of the POWTS shown on the attached plans. Plumber's Name (Print) Plumber's tur MP/MPRS Number ~ Business P hone Number ,. h Plumber's Address (Street, i ,State ip Code) a 7! ~ ~ ©S, _ / / ~ ~ VIII. Cotmt IDe ent Use Onl ~(, Approved Disapproved ~ Owner Given Initial Adverse Date Issued Satlitary Permit Fee (in udes Groundwater Iss ' g Agent Si nature g (No Stamps) Determination Surcharge Fee) ~~~ ~ ?,~ ~ IX. Conditions of ApprovaUReasons for Dis pproval ' - ~~Zl,.t~U -~, ~-~,- lam, ~~~(~ Sez 9~t . ~^~._ A}tArh Mmnla/a nlonc H.. fl... /°n.. .......,..1 P..- .L_ -._._ .. -_ ._ ~ .. ~~ _ _ _ ,_____ ~ • -- .----..~ .....~/ .... ...•. uJu.wa •.u yoyca llVl lO1 ILdn al/L X 11 IACDC'8 111 FIZC \`\c\~wv~.0- ~wvth~ ~L*i~a.~.- ` ~o~ ~~.~.. ~~,.._tyw_t.s-i4 -\ZW 1 IO ~w~t ~A.w+~M Y. L~ ~3-~ ~ ~ ~. o~~ (~~~ e~ ~~ O i- S M,v V R~~~µi/ 1 • ~ -.~ ]~ ]V// ~o~t~[(4~ 1 e c,w.l.t ~vrtl4 ~...s~~:~ 5.,,,..,, ~4o.p' ~ u~b"~ :~ L...9 ~ ~,~5,,,.,,,.:1 ~w ~e~~.~.. ~~/,~7(,~ ,,...z~ ...,.. ~~ ~-.S6'~~ ----, ~~ `` 1 tv a.i~ ~` ~ ~:(_ UX \N Q..\~ ~4 <t~pt. L~ ~. ~~ ~, ~ L ~ •,r q.~~ L", PC~~ s.lb. Oro '~'~"~•t wrtK S~• so S-a...4 ~~tc / Z~. 4{~~~'~~ S av v r.-~. ~' •1 O.v ~M~v - b up 3a~~ ~YS•°1S' ~~w.z) ~..-44.i) i ~ ~ S~/' ~~• C~as.LS ~i K ~S ~,,~~ i~'t 3~ t7 -~' 3.0 1 /W~~1 r-1~t'~" 'L'yL B F lh~t ~( \\OwU ~ {YO . 't tl4w, i~0 `mo'b ~' ~" Sti9SH ~ b" Sri. ', ~~ `\ c~O.c9~ '~• ~. °""~" L,.~ 3~ S: k i~w~~ • ~~ o w~t.y ~nu~ ~~ •tao.ct ~_~ 0 ~v~~~ti '~858gs n~s-~:~g «mmm- Gj<~<'~ 3~jj' n c ~'t~1~ (`~ ' c-"Q~' >`>`»» ~m?,ns.= St bu. I ~Ie 4' ~ a~ 1 ~ Z.,~, s1~. ~w ~ ~ iscons~n Department of Commerce Safety and Buildings 4003 N KINNEY COULEE RD LA CROSSE WI 54601-1831 TDD #: (608) 264-8777 www. commerce.state.wi. us/sb www.wisconsin.gov Scott McCallum, Governor Philip Edw. Albert, Secretary August 13, 2002 CUST ID No.225094 MICHAEL P ROGERS ROGERS PLUMBING N4563 320TH ST MENOMONIE WI 54751 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 08/13/2004 ATTN: POWTS Inspector ZONING OFFICE ST CROIX COUNTY SPIA 1101 CARMICHAEL RD HUDSON WI 54016 SITE: Richard & Marsha Wetzler 86TH Ave Town of Hammond St Croix County SW1/4, NW1/4, S20, T29N, R17W Lot: 31, Subdivision: Hammond Oaks FOR: Description: Three Bedroom Mound System Object Type: POWT System Regulated Object ID No.: 864769 Identification Numbers Transaction ID No. 775103 Site ID No. 648879 Please refer to both identification numbers, above, in all comes ondence with the a enc . The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. The following conditions shall be met during construction or installation and prior to occupancy or use: General Approval Requirements: • This system is to be constructed and located in accordance with the enclosed approved plans and with the "Mound Component Manual for Private Onsite Wastewater Systems VERSION 2.0" SBD-10691-P (N.O1/O1) and the "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems VERSION 2.0" SBD-10706-P (N.O1/O1). • Per manual cited above, limited activities are allowed in the area I S feet down slope of the component area. Soil compaction, excavation, vehicular traffic and other similar activities that impact the treatment and dispersal are prohibited. Cond • The well must be a minimum of 25 feet from any POWTS tank, and a minimum of 50 feet from the absorption ~~~~ area. chs. NR 811 & 812c DEPARTMEN • A Sanitary Permit must be obtained from the county where this project is located in accordance with the ON OF requirements of Sec. 145.135 and 145.19, Wis. Stats. SEE CORR • Inspection of the private sewage system installation is required. Arrangements for inspection shall be made with the designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stat • Comm 83.22(7) A copy of the approved plans, specifications and this letter shall be on-site during construction and open to inspection by authorized representatives of the Department, which may include local inspectors. MICHAEL P ROGERS Page 2 S/13/02 Owner Responsibilities: • Comm 83.52 Responsibilities. The owner of a POWTS shall be responsible for ensuring that the operation and maintenance of the POWTS occurs in accordance with this chapter and the approved management plan under s. Comm 83.54(1). • Comm 83.52(2) A POWTS that is not maintained in accordance with the approved management plan or as required under s. Comm 83.54(4) shall be considered a human health hazard. • Comm 83.55 The owner is responsible for submitting a maintenance verification report acceptable to the county for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s) utilized in the POWTS. All permits required by the state or the local municipality shall be obtained prior to commencement of construction/installation operation. In granting this approval the Division of Safety & Buildings reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. The above left addressee shall provide a copy of this letter to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sincerely, ~.~ ~ ~-~t Charles L Bratz POWTS Reviewer II ,Integrated Services (608)789-7893 , 7:45 am - 4:30 pm Monday -Friday cbratz@commerce.state.wi.us Fee Required $ 175.00 Fee Received $ 175.00 Balance Due $ 0.00 WiSMART code:,7633 cc: Leroy G Jansky ,Wastewater Specialist, (715) 726-2544 Henry F Grote ,Certified Soil Testing A V t t Richard & Marsha Wetzler -Mound Transaction # • ~~~~ ~~~~ ~j~~ c~ ~~ /;~;~ ~~"~~wi ~l ~I, Construction Materials and Techniques All materials must comply with Comm 84 and be installed in accordance with manufacturer's specifications. Construction methods must comply with the following Component Manuals: Mound, SBD-10691-P (01 /01) Pressure Distribution, SBD-10706-P (O1/O1) Location: Lot 31, Hammond Oaks SW 1/4, NW 1/4, Sec. 20, T 29 N, R 17 W Town: Hammond County: St. Croix Date: August 10, 2002 Owner: Richard & Marsha Wetzler Address: 2608 18th Ave. North St. paul, MN 55109 Plumber: Mike Roger Signature: ~ - License # MP 225094 Attachments: 6748-Plan Approval Application SBD-8330 page 1: cover 2: design criteria & calculations 3 : plot plan 4: system cross section ~~ jl .Y 5: plan view, lateral detail ;~~~ 6: pump tank exit detail COMMERCE 7: pump curve '~ i~o-rvcs 8: system management 'ONDEN page 1 of 8 ~- !: . Design Criteria Y ~ Residential Wastewater Contaminant Load: 30 mg/L < BODS < 220 mg/L Anticipated septic tank effluent 30 mg/L < TSS < 150mg/L Fecal Coliform > 10,000 cfu/ 100 mL Fats, oils, grease < 30 mg/L 3 Bedrooms x 100 gal/bedroom/day x 1.5 ~~ gallons/day hydraulic load Design Calculations In situ designed loading rate o ~ 2- gallons/sq. ft. per day Depth to estimated high ground water '~ z~ in. Depth to bedrock ~ ~~ in. Cross slope at system S % `^• ~ `~ Force main length ~ 5' ft. of ~ in. Manifold/header length ~~ ft. of - in. Drain-back ~ s ~ S gallons Lateral length ~ @ s~•~ ft. of ~~lZ in. Lateral elevation ~ ° ~~ ~ ft. @ bottom of lateral Lateral hole size 3~~b in. @ 36• ~ in. ( ~• o ft.) Spacing ~ ° holes/lateral ~ holes total Lateral volume t ~~~~~-- gallons Total lateral discharge rate ~•t°4' gallons/minute @ ~• ~~ ft. head Network pressure compensation losses "' ~ ` ~ `{5~ ft. Elevation difference • : . ft. I; riction loss 3 ' ~ ft. @ z ~' gallons/minute Total dynamic head ~ ~'~' S ft. Pump/si~on ~ 3 gpm @ ~ ~ ft. of head Manufacturer ~° ~~ ~ °~ Model # ~ ~ 2- Dose volume ~-2.~ Lift/siphon tank ~ ~ °-+ ~ ~ ~ - ~ ~ ~-e ~~ Septic tank •` ~` ~" Effluent filter ~ «~- ~ - vwo Measurement pump on and off ~~ 3 Height alarm from tank bottom ~ z • 3 Reserve capacity 3~',,~•Z specs.calcs.res gallons ~'"'O gallons t ~ gallons in. in. gallons Page Z of g `.I Y ^ ` j `O~ Z~ I \"`1.Mra0~ C~4.~ ~~t~wv 1~4.YS~a ~t~'z~o.~...`~~c~ ~1.., ' 1 {4 WNt ~Ay~MM O~ 13~t Y~ ---tY1.R't ~~~ ~~ ~~ O ~ S Kr V ~`~+"'~ U ~- tro. z~ 1ve•• <tat Ly ~y.44 s ,. ~~1,z r..,, ~ 5.,. ta~L4~(41 U V Icy l.tlh~eQ„l ;~ ~~ ~ h~l.vew:~ t~l.ty ~ n @) s a.~~ ~c ,r,,.,~,1 ~... q` ~.r. JUG...-e ~ b~6 ___-, I YQ~ ~-e 1~t`Y 1 ~` ~ 11 3®~~ ~ ~ ~ t 7 Zo t ~,1 I ca~ci~~ 'L'LL Zap s31 ~a:. ~ e~ :~. ~ 4t x 1 ZnD't{ M K 1~- ~-~-~C ~t "ti/ 1. ~ fir. } 4+r ~ - 31 °U m } th~~ ~.e(( ~lo.y l asa9 . Z c~u. io.+y ~~ ~"SNbSe+~ fib" Sro `1 ~1~.~> S: k i~'wb~ `V W~~. `~ ow~t.y ~1.~t ew-o.. 1YS.~z' .~ qY. Z~ l~vc S.l~n ~ St1w ~. ~PC~c - • ~ ~~J t ~k7 . ~ tl~ ~..~ ~~~ ~~ R~ ~w ~ ~_~ m i~v~~~N ' ~t3~8~- 9DNTn ^. C;r Tm mmm_ ~~NJI L~r GO<KT mmm_ ~~~nF v..~NC; (n v. O~OOQG CD »_> mm.mZ -~ ~' ~ ~~2~, s~, ~. -Q- „ .. ((~~ '~L'~+~~t wa.s~a.Q l ~L~•v~l 0. eft ~~t_ (y'~ ~i 1 Ow Z~I 1,~' ~ C~'$3~ sQo.a~, 'rye,,.,, <~Y ~..rv,' ~C acv , 1 ~ ~ , ~ ~ \ .~ O e \ ~ .t ~~,. ~ ~o ,~',1 1 ~•o~ 1~2,~ ~.'SI w..S~ ~ b" s~.~co:1 s«~ ~ 1 ~ J Q- 0 0 ze,~ , T ~, ., . ^ ~ L' T~ _ ~ 20' -jl to.~` (~o.o~ (90.0 ~ ~o.3i Z m.ol ~~o•(,~ 1 KI tl ~'•(f' y ~•o~ ~- Z {e. ~ 1 t 4.'~- S~ e7 0 J ~ p ~. ~-~ ~ P v c. "` t ~ ~ •.~ o ~o v • s ~. ~ .~ ~~ o,., ......_~~ 1 ~,. ~ ` ~ oTT o ~., o ~ ~ o c.~ ib y U ~ Q. ~. 1 0. 7 QJ'/' 0~.5 ~ ~^! M'~. ww.~ I 1 ~ , Y ~f `~+ .~~ O •M O.. ~ O i \ 1 ~f O t. ~ (, ~--~Z ~- zo' -~~ t.~' 1•.c l`IZ" P((~ ~ t ~~• 4v n+L an, .Q ~_ - ---~~ I ~.o' i 3•~' It.S` 1.5~ I 3-c~' ( '3.0' I 3.0, I I ., 4 ~t ~o~~ ~ ~ ~•~ ~~ S_ o ~ ~ ~~ _ ~' a' ~~ ' , , -LD.CKING~GOVfiR --~ LcJA/t'N /N~ ~ ~BE~ . avlcK DI~GDVVLLT-\ G- r- ~-c ~~~.~ ~C 1 a..~ .~j a" ~,~ ,`~ ~:rm'rTr 4° PIPE 3' no I~NOtSTUaBED \ Sal ~ /~i T > 4^ 6~~ 24`' I.~, M4xu~ ~GWROViD. A S1CET 3bNT'J ~ Pin ~ a -w E C.T I o N.S E~e~. ~~ .~•~' D ~ Gv BAFFLE. ~11 1~ t\ ~ot2c~ 1-~(ytW WEAT'NERPRD~F ~,TLNCTiOH -wCio ~\ HU:.L 2S 1 aL .T- ON - ~ 3., 3 ~„ Oct PwlP ~„ CO~/GRET'c b~oCK ,~~' T^ P .s~, ~J, ~"40' _I v~.~- ~-( y S~ ~ ~~ ,..~, 4c 3' ono u•~D.:.ruac_ V:JU~+~ q~'e' 1~.'~-ts ~ SEPTIC t ~ti. _ SPEC,~FI•CAT101.1S ~ DOSC T S ~,~~~ ~ nu.. MA-.1UFACTURCR: IJUMBCR OF DObCS: a ' PCK p~~ T^-JK SIZC; ~~~-~'µO GALL01J5 • DOSC VOLUME ALAR11 _ ` /'1A~.-UFACTURCR: S `, ~}l~e-t~s . ~ 2 1 IIJCLUOIAIG CAGKfLOW: v~.,Gti. P'IODCL -.IUN•!lCR: ~ ° ~ ~~ ~ CAP~CITICS~ A= 23'~ IuCHCS OK ~a~'Z ; ~. : SWITCH TyPC: ~~~` w`b . , __ ,~_ 3~~sZ" c Z' H ~uMP ~ MAIJUFACTURCR: ~O~• ~~' B IUC CS OA ~ vA"v`- 1~Z ~ MOpCL -JUMDCR: D~ ~ IN~HE; GR ~~'S(a ; ~ ~WITCN TbPC: ~~`"Y w• , ,.,;~_: IJDTE' PUMP A1JD ALARM ARC TG 8C MI-JIMUM DISCMARGC RATE Z~_G-/~ INSTALLED 0-J SEP~RATC CiKC.. "~ VORTICAL DIiFCIICUCf OCTWCCU PUMP OFf I~UO OI~TRI~UTIOIJ PIPE.. 9.9~~~ FECT + MI-,11M1UM -JETWORK SUPPLY PRCCLURE i 2'~ FCCT ~`~'}~ t ~S FEET OF i'ORCC MAIIJ X ~_ ~'_\ F/pp~LFRICTIOU FACTOR.--E~~~ FEET t~ Z} ~1 ~ ~ ~^^ '- TOTAL Oy-J~MIC HEAP ~~'}3 FEET IJTE . ~ ~ ~ ~, ~, ~g 3 I R-JAC. DIME1.1510/J4 0I TAAJK~ LEAlC,7H ;WIDTH ;LIQUID DEPTH PA~.~ 6 „a ~ -~ `•. TOTAL DYNAMIC HEA~/CAPACITY PER MINUTE EFFLUENT AND DEWATERING 0 a w s d z r 0 a 0 .- MODEL I 152 153 Feet Meters I Gc~ Liters Gal. Liters 5 1.5 69 261 77 291 10 1 3.1 ~ 6 i I 231 j 70 265 ,. 15 4.6 53 1 201 61 231 20 6.1 44 167 ~ 52 i 197 25 7.6 34 129 ; 42 ~ ' S9 30 9.1 1 23 I 87 ' ~, 33 '~, '~~ 25 35 10.7 ~ -- ~ -- I 22 85 40 12.2 -- -- ~ , t 42 Lock Volve: ; 38.0 Ft (1 1.6m; ~, 44.0 Ft. (t 3.4m; ~~ O,s509 0 %~ 3 27/32-j----~a 5/3-+y I ~ i CONSULT FACTORY FOR SPECIAL APPLICATIONS • Timed dosing panels available. • Electrical alternators, for duplex systems, are available and supplied with an alarm. Variable level control switches are available for controlling single phase systems. Double piggyback variable level float switches are available for variable level long and short cycle controls. Sealed Owik-Box available for'outdoor installations. See FM1420. Over 130°F. (54°C.) special quotation required, 1521153 Series __ 1521153 MODELS Control Selection Model _ Vol ts-Ph Mode Am s Sim lex Du lex _ N 152 . -- - 115 - - 1 Non 8.5 1 2 or 3 . BN152, __ _ tt5 - t I Auto - 8.5 Included 2or3 E 152 _230 ~ 1 Non 4.3 - 1 2 or 3 BE t 52 230 1 Auto 4.3 Included 2 or 3 N153 _ t15 1 Non 10.5 1 2or3 BN 153 t t 5 1 Auto 10.5 Included 2 or 3 E 153 _ _230 1 Non 5.3 1 2 or 3 BE 153 230 1 ~ Auto 5.3 Included 2 or 3 A CAUTION All installation of controls, protection devices and wiring should be done by a quallfted licensed electrician. All electrical and safety codes should be followed Including the most recent National Electric Code (NEC) and the Occupational Safety and Health Act (OSHA). ~II -_-n-- - 'Y --r i'' '~ ~---- ' I -~ s~oea SELECTION GUIDE 1. Single piggyback variable level float switch or double piggyback variable level float switch. Refer to FM0477. 2. See FM0712 for correct model of Electrical Alternator E-Pak. 3. Variable level control switch 10-0225 used as a control activator, specify duplex (3) or (4) float system. w~z_ ~ a ~ ~ RESERVE POWERED DESIGN ~ 0 For unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump. ~ MAIL T0: P.O. BOX 18347 Z + -' fi ~'~ Louisville, KY 40256.0347 Manulacturers ol. . ~ ~ SHIP T0: 3849 Cane Run Road p Louisville, KY 40211.1981 /JU4[/TY PUMPS SNCE /c/iJcJ ° http://www.zoeller.com /' /'~M/~ ~Q (5021 778-2131 ~ 1(8001928-PUMP FAX (5021 774-3824 © Copyright 2000 Zoeller Co. All rights reserved. ` ` .., 0 80 160 240 320 FLOW PER MINUTE ,,. . a System Management Management of this system is critical. As a condition of approval of these plans this system management section must be reviewed with the owner, and the owner must be provided with a complete set of plans including this management section. If problems develop with the adsorption system or any other system components, the installing plumber, RogersPlumbing, 715-235-1132, or the St. Croix County Zoning Office, 715-386-4680, should be contacted for assistance. General Proper functioning of an on-site disposal system, "septic system," is significantly dependent on the volume of water which flows into the system and the level of contaminants in that volume. The lower the volume of water and the lower the level of contaminants, the better and longer the system will function. Typical system components include a septic tank or compartment to settle out solids and contain greases and oils, a filter on the outlet of the septic tank to retain small particles of the same density as water, a pump tank or compartment to allow a dose to be accumulated, a pump and controls, and finally some type of soil adsorption cell to recycle the water in a manner to protect ground water quality and public health. 1 . I f the septic tank is installed prior to sheet-rock and/or painting, pump the septic tank before normal use begins to ensure adherence to contaminant load design criteria. Install water-saving appliances whenever and wherever possible. 3. Repair even small water leaks as soon as possible. 4. Never pour grease or oil down any drain or stool. 5. Garbage disposals are not recommended; if you must have one, use it sparingly. 6. No paper products other than tissue should go into the system. 7. No chemicals should go into the system. 8. Avoid surge flows of water; try to spread laundry throughout the week. 9. Septic tank effluent must be less than or equal to the design criteria specified in page 2 of these plans. 10. If septic or pump tanks are no longer used, they must be properly abandoned. l l . (f construction timing and weather could create a frozen infiltration system, weather-proofing with plastic sheeting and heary mulching may be required to maintain a functional system at start-up. Maintenance 1. The septic tank must be inspected every three years by a properly licensed person. 2. If necessary, the septic tank must be pumped to remove solids and scum; pumping is required ifthe combined scum and solids volume equals one third of the tank volume. 3. When the septic tank is pumped, any solids in the bottom of the pump tank must be pumped, and the filter must be back-washed into the septic tank to remove accumulated material. 4. Periodic observation pipe inspections should be made by the homeowner to examine the state of the in-situ soil adsorption cell. Quarterly inspections are recommended; a licensed plumber should be notified if effluent is consistently ponded in the adsorption cell. 5. If this system contains specific treatment components other than those mentioned here, maintenance requirements will accompany their specifications. 6. The pumping components for this system include an alarm which must be installed and remain on a separate circuit from the pump. If the alarm is activated, minimize water use and notify a licensed plumber for service as soon as possible. The system allows reserve capacity to accumulate some necessary flow until normal service can be restored; this volume is minimal, and no more than one or two days should pass before any necessary repairs can be made. 7. Avoid compaction such as vehicle traffic within 15' down-slope of the adsorption system. 8. Avoid disturbing the system itself such that might encourage erosion or disturb the required seeding of the system. 9. Particularly avoid winter traffic such as sliding or snowmobiling which might compact snow and lead to increased frost depth. 10. Surface drainage must be diverted around the system; avoid landscape changes which might send surface run-off into the system area. 1 1. Warning: Do not enter septic, pump or other treatment tanks; death may result because they may contain lethal gases or insufficient oxygen. Contingency Plan Wastewater monitoring of volume and quality is not a normal requirement for low effluent strength systems; such monitoring may become necessary if problems develop. Any necessary monitoring shall be done in accord with the requirements of Comm 83.4 (2). Pumping and hauling of wastewater may be necessary while analysis and repairs are implemented. Additional testing, designing, and/or installation of additional treatment components or conversion to a holding tank may be necessary. Page 8 of 8 ~~~~. ~; Y Private On-Site Wastewater Treatment System (POWYS) . Index and Title Sheet I Owner: Project Name and System Type: ~_ ~ ~~ Location: Street Address Legal Description Township/County Contents: Page 1: - `~ Page 2: ~ ~ !t Page 3: -t Page 4: Page 5: Page 6: Page 7: Page 8: Page 9: ~ ~ Attachments: ~ ~ Li Plumber/Designer: Credential Number; 1 ~, ~ ~l ~ Date: '~~ -~ POWTS OWNER'S MANUAL MANAGEMENT PLAN FILE RMATIO Owner Permit # o DESIGN PARAME RS Number of Bedrooms 100gpd/bedroom ^ NA Number of Commercial Units NA Estimated flow (aerage)* gal/day Design flow. (peak), estimated x 1.5* gaUday Soil Application Rate ~ gaUday Influent/Effluent Quality (NA^) Monthly Average** Fats. Oil & Grease (FOG) 5 30 mg/L Biochemical Oxygen Demand (BODs) 5 220 mg/L Total Suspended Solids (TSS) 5 250 mg/L Pretreated Effluent Quality ^ Monthly Average*** Biochemical Oxygen Demand (BODs) < 30 mg/L Total Suspended Solids (TSS) 5 30 mg/L Fecal Coliform (geometric meant <_10+cfu/100m1 Maximum Effluent Particle Size 1/8 inch diameter * Wastewater Flow Verification on and calculations: (Other than bedroom based) ** Values typical for domestic (non-commercial wastewater and septic tank effluent. * * * Values typical for pretreated wastewater. SYSTEM SPECIFICATIONS Septic Tank Capacity gal ^ NA Septic Tank Manufacturer ^ NA Effluent Filter Manufacturer ^ NA Effluent Filter Model ^ NA Pump Tank Capacity gal ^ NA Pump Tank Manufacturer ^ NA Pump Manufachuer ^ NA Pump Model ^ NA Pretreatment Unit ^ NA ^ Sand/Gravel Filter D Peat Filter ^ Mechanical Aeration ^ Wetland ^ Disinfection ^ Other: Manufacturer: Model: Dispersal Cell(s) ^ In-ground (gravity) ^ In- ound (pressurized) ^ At-grade Mo ^ Drip-line ^ Other: ^ Leaching Chamber Manufacturer Model Approval Stipulation_ ~ Soil Application Rate~gpd/ft2 Area Req. Absorption Area Credit per unit ft Minimum Number of Chambers ^ Aggregate Design Flow/Loading Rate= min Materials: all materials must comply with WI Adm. Code COMM84 and be installed per manufacturers specifications and approval letters. DESIGN CRITERIA ^ "Wisconsin At-grade Soil Absorption System, Siting, Design & Construction Manual" (Converse et.a1.1990) ^ "Wisconsin Mound Soil Absorption System: Siting, Design & Construction Manual" Converse, J.C. and E.J. Tyler. Publication 15.22 ^ ."Design of Pressure Distribution Networks for Septic Tank-Soil Absorption Systems" Publications 9.6 ^ "Design of Conventional Soil Absorption Trenches and Beds". RJ. Otis - ASAE Publications 5-77 and "Design Manual - Onsite Wastewater Treatment and Disposal Systems". EPA 625/1-80-012 October 1980 ^ SBD -10570-P (8.6/99) "At-Grade Component Manual Using Pressure Distribution" ^SBD -10567 P (8.6/99) "In Ground Absorption Component Manual" ^SBD -10705=P (N.O1/01) "In Ground Soil Absorption Component Manual" Version 2.0 ^ SBD -10628-P (N.6/99) "Recirculating Sand Filter System Component Manual" ^ SBD -10656-P (N.6/99) "Split Bed Recirculating Sand Filter System Component Manual" ^ SBD -10572 P (8.6/99) "Mound Component Manual" ^ SBD -10691 P (N.O1/O1) "Mound Component Manual" Version 2.0 ^ SBD -10595-P (86/99) "Single Pass Saud Filter Component Manual" ^ SBD -10657 P (8.6/99) "Drip-line Effluent Disposal Component Manual" ^ SBD -10573 P (R 6/99) "Pressure Distribution Component Manual" ^ SBD - 10706-P (N.O1/O1) "Pressure Distribution Component Manual" Version 2.0 ^ Drip-line Effluent Dispersal Component Manual for Multi-flo Onsite Wastewater Treatment Units MAINTENANCE MONITORING SCHEDULE Service Event Service Frequency Inspect condition of tank(s) At least once every ^ months eaz(s) (Maximum 3 yrs.) Pump out contents of tank(s) When combined sludge and scum equals one-third (1/3) of tank volume Inspect dispersal cell(s) At least once every ^ months ear(s) (Maximum 3 yrs.) Clean effluent filter At leasE once every ^ months year(s) inspect pump, pump controls & alarm At least once every D months year(s) ^ NA Flush laterals and pressure test At least once every ^ months ^ year(s) ^ NA Valves At least once every ^ months ^ year(s) ^ NA Other: At least once every ^ months •:^ year(s) ^ NA rage~oi_~ aTART UP For new construction, prior, to use of the POWTS check treatment tank(s) for the presence of painting products or other chemicals that may impede the treatment process andlor damage the dispersal cell(s). If high concentrations are detected have the contents of the tank(s) removed by a septage servicing operator prior to use. System start up shall not occur when soil conditions are frozen at the infiltrative surface. OFERATION The property owner is responsible for the operation and maintenance of the POWTS and submission of required reports. The quantity and quality of the wastewater stream will affect the performance and longevity of your POWTS. The installation ofwater-saving appliances and fixtures along with prompt repair of leaks reduces the wastewater volume. Also the brine or waste from water softeners, iron removal units, other clear water treatment devices and foundation drains should be discharged to the ground surface whenever possible. Note: this does not include laundry waste, showers, dishwater, etc. This system is designed to handle domestic strength wastewater, however the disposal of food based greases and oils, vegetable/fruit peels and seeds, bones, and food solids such as those produced by a garbage disposal should be minimized. Toilet tissue is the only paper that should be dischazged into the system. Other non-biodegradable items such as baby wipes, tampons, sanitary napkins condoms, cigarette butts, dental floss, and cotton swabs should not enter the system. Chemicals such as petroleum products, paint, disinfectants, pesticides, antibiotics, solvents, etc., should not be flushed into the system as they can seriously damage your POWTS and contaminate your drinking water supply. Maintain a regular steady flow by spreading laundry washing throughout the week. Avoid vehicle. traffic over all system components. Compaction of snow over the dispersal unit may cause it to freeze up. ^ Valves Valves shall be operated in the following manner: p Alarms Alarms should be tested. on a regular basis by the home owner. If an alarm sounds, contact an individual licensed to service POWTS, There is normally a 1 day reserve under regular operating conditions, however water should be conserved until any problems with the system are corrected to prevent back-up of sewage into the dwelling or surfacing. INFECTIONS Inspection shall be made by an individual carrying one of the following licenses or certifications: Master Plumber, Master Plumber Restricted Sewer, POWTS Maintainer or Septage Servicing Operator (per the attached Maintenance Schedule). ~jSeptic Tanks Component 11 Tank inspections must include a visual inspection of the tank to identify any missing or broken hazdware, identify any cracks or leaks, measure the volume of combined sludge and scum and to check for any backup or ponding of effiuent to the ground surface. Access openings used for service or assessment shall be sealed and/or locked upon completion of service. Any defects shall be promptly corrected. l.xposed openings greater than 8 inches in diameter shall be secured with an effective locking device to prevent accidental or unauthorized entry into the tank. When the combination of sludge and scum in anytank exceeds one-third (lf3) or more of the tank volume, the entire contents of the tank shall be removed by a Septage Servicing Operator and disposed of in accordance with Chapter NR113, Wisconsin Administrative Code. iCTh outlet filte s) shall be inspected and cleaned to remove an accumulated solids accordin to manufacture: spec ca ons. Provisions a ma a to retain solids in the tank. Filter cleaning maybe necessary at more equerf - nf~'e3~vaLs than stated in the maintenance schedule to keep the system operating. lump Chamber/Treatment Tanks Component The inspection must include a test of all electrical equipment such as pumps, alarms and floats. A visual check must be made for leaks, backups, surfacing, missing or broken security devices and other hardware and the condition of the filter. Any service needs or repairs shall be promptly taken Gaze of. p In-Ground Gravity Component Dispersal Cells The inspection shall include recording the levels of ponding, if any in the observation tubes and a visual inspection for any evidence of surface seepage or dischazge. Any discharge to the ground surface must be promptly reported to the regulatory authority. Ponding at depths greater than 75% of the height of the component may indicate overloading or impending hydraulic failure necessitating more frequent monitoring. Page ref 3' ~_~ `~ I~ Mound, At-Grads, In-Ground Pressure The inspection shall include recording the levels of ponding, if any in the observation tubes and a visual inspection for any evidence of surface seepage or discharge. Any dischazge to the ground surface must be promptly reported to the regulatory authority. Ponding greater than 75% of the height of the component may indicate overloading or impending hydraulic failure necessitating more frequent monitoring. The pressure distribution system is provided with an opening at the end of each lateral to be used for flushing. The laterals should be flushed at least once every three (3) years. Pressure checks of systems with multiple laterals should be done to ensure that equal distribution of effluent is occurring to promote the longevity of the system. REPORTS Reports for maintenance, inspection, and monitoring shall be submitted in accordance with COMM 83.55 Wisconsin Administrative Code. ABANDONMENT When the POWTS fails and/or is permanently taken out of service the following steps shall be taken to ensure that the system is properly and safely abandoned incompliance with Ch. COMM 83.33, Wisconsin Administrative Code. - All piping to tanks and pits shall be disconnected and the abandoned pipe openings sealed. - The contents of all tanks and pits shall be removed and properly disposed of by a Septage Servicing Operator. - After pumping, all tanks and pits shall be excavated and removed or their covers removed and the void space filled with soil, gravel or other inert solid material. CONTINGENCY PLAN If the POWTS fails and cannot be repaired the following measures have been, or must be taken, to provide a code compliant replacement system: ^ A suitable replacement area has been evaluated and may be utilized for the location of a replacement soil absorption system. The replacement area should be protected from disturbance and compaction and should not be infringed upon by required setbacks from existing and proposed structure, lot lines and wells. Failure to protect the replacement area will result in the need for a new soil from existing and proposed structure, lot lines and wells. Failure to protect the replacement area will result in the need for a new soil and site evaluation to establish a suitable replacement area. Replacement systems must comply with the rules in effect at that time. ^ A suitable replacement area is not available due to setback and/or soil limitations. Barring advances in POWTS technology a holding tank may be installed as a last resort to replace the failed POWTS. ^ The site has not been evaluated to identify a suitable replacement azea. Upon failure of the POWTS a soil and site evaluation must be performed to locate a suitable replacement azea. If no replacement azea is available a holding tank maybe installed as a last resort to replace the failed POWTS. Mound and at-grade soil absorption systems may be reconstructed in place following removal of the biomat at the infiltrative surface. Reconstructions of such systems must comply with the rules in effect at that time. «WARNING» SEPTIC, PUMP AND OTHER TREATMENT TANKS MAY CONTIAN LETHAL GASSES AND/OR INSUFFICIENT OXYGEN. DO NOT ENTER A SEPTIC, PUMP OR OTHER TREATMENT TANK UNDER ANY CIItCUMSTANCES. DEATH MAY RESULT. RESCUE OF A PERSON FROM THE INTERIOR OF A TANK MAY BE DIFFICULT OR I1VII"OSSIBLE. ADDITIONAL COMMENTS ivame Phone Phone K:\WPDATA\EH\POWTS OWNER'S MAIVUAL.doc POWTS MAINTAINER Name Phone LOCAL REGULATORY AUTHORITY Agency. ~ LQ~ Phone Page ~ of FP.Oh1 INSTANT HOME EQUIT", LLC FAX N17. 6515015666 Aug, i9 2002 03:a8PM P1 ., , sl.l~~r~l~~ •~~~1•al; r,i ~ i,,~i~l~~r~l.~1~tc:~i? nc.yr;z~l?h~ri~t~.1, ,~r~rn U(/4v~Yr~hli~!I~ti';l3~Cl')(~'1~1:!;'C'll~It"~'!'1C)t~ hC.1l~{.f41 .. .._ ~.'~l, ~~ ...L ~ ~` ____..._...,....~,,..._..., _ .. ' r .. 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' 777C• J~rc;pcny owner u~{rres lea Sllbll'a.ii lu Sr, C'rnix L{.;iti[y.; EacF,a['rn[rnT a cCrlifiCt+lion t1[nn, 3i~nCd by tltc owner uut,i by a rny~lpr pi tsn~ltrr, jaurncyntsu ltluu.ti~cr, ractri4ard 1~,tul ilt~~r ar u l i ~~rnsc~t puntl>~ r ~~cri fyi rtJ tl lur { f 1 llic r)Il°AfCC'tVQSlCSValeY~clisl7ciaal rtystc i,~ is i1] 1)i'UfjCr nlarfal:litJ; f;Uni~itlgri tYtidJar (~) after I~i~peCtlt:[i wn;i l~ti[ttl;iiilr (il't;rcctis:tiyl, tlu' ~al:lic t'tul~ is lay:: tl;tstl 1/~ fuli i[f slua~;c. 1J'Wr., t~~r uxtderiJr'rr.d hat1e read rltr Alaavc rcyuircrn.ettlm ttr:rl ;l(;rrc Iii iitttilri;iiu tilt 1~t'lvule scwit~,r. tlisl.~4r;tl sywra>.n Wil1t Iltc ~tand,uc.l~, te1 i~nh, itcrcita, az srt by tlir. pPparimr.ut aY C'.,,mst~crcc and i;tc L'?,;p;1rt't'+ttnl [~f Nnun'a) 1.tcscturCr;, tiiNr. rf("Wiscn[1Si~t. t`er'siC~.'itl,ot, 85:~1'1a1~ tl~T yUllC :;eplic syL•to~•j 135 11CeA rilaillis+ina~l [r[lJyt l:~r ~)~:~niplr.ir-i1 el'tff t'[!111~11t'el lu f~1C 5!'. l'Tl,flr l:glfllt•.}f :f111Y1>a~! 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C1`1C~litUpei~T~ d/e~gr,rpi~bed uhov vjrlun a! u ~3vtriartly ~icxrl rrrtr~irr.l i1t Rr.f!I~~1~i~i• ut~ I)i.'.rci~ Offica. 1 ~1i'c) tj[tt (.ltfca Yf[c ou~ttc[(x) ~til' J~ ~i,l~r.t .Arrr _ l~.i.0.'1'ii •r""'" Any irtiJrl7url'ian that in [[pis-rrpicsctatc+~ 11•r:ty [t,,u11 in tlir eariilury perrnil l.;Cintj revnke~i by theLc~lling I:~enari'n,a[tt. ••*•*'~ •• xtulu+le -Vfltl tftis al'INlicutiol~: u srarnl~ecl ~a"4r7itury Ar,r~i I'rum lhr. 1+eJrirrir.,~ itiC ]a4eds r~fli:co u calay u1' lire CCIIi~L'{1 sltl'YCy lllu(1 iC 1'C1crC11cC l3 111:1L1C Ill li}V w~rC't111ly CiCCd ~ ~ ;,~ - , Wisconsin Department of Industry, SOIL AND SI~E-~~AI~UATION ~~ Z i ~ Page ~ of Labor and Human Relations ~ ' E Division of Safety and Buildings In aCCOrdanC ~ It~-`s:~~L. ~~•~~''aNis. ~ •. cou ry r O/ Attach complete site plan on paper not less than 8 1/2 x 11 inches i sf9 Plan , ~ ,~ Jr , ~~ ~~ include, but not limited to: vertical and horizontal reference point ( M} direction and ~' ~ • percent slope, scale or dimensions, north arrow, and location and distance ~ nearest road P~roei,I.D. # O '~ • t s ,', Date APPLICANT INFORMATION -Please print all infornr'ation. ~. ; e . ed by i 'd ~(.: .... Personal information you provide may be used for secondary purposes (Privacy aw, S• 1 S.1)d (1'~(~'.° Z Property Cwuner (.~ V N a L [gyp /.l~119 D G b ~'°~` tscatlph . ' ~ ovt. @ot. ` i/4 ~~14,S ~~ T~ I ,N,R .~ ~ 1r(or) W (~ ~ SO N•IJ ~~ 1 ~ O 11.7 ~ ~,__ Properly Owner's Mailing Address Lot # Block# Subd. Name or CSM# 33Z h i UN~SoTA sT: E>+1s T l yo ~l 3l ~IH.tiDND o~~s City State Zip Code Phone Number ~ Nearest Road w ~ ~- ST• UL 1`'~ ~ . 5S/ D ~ (lo.S/ )z22 ' S55„s ^ City ^ Village CJ Town ~ l C, d [~}'1`lew Construction Use: I.!7nesidential /Number of bedrooms ~ Addition to existing building ^ Replacement ^ Public or commercial -Describe: Q Recommended design loading rate ~ bed, gpdJftz ~ trench, gpd/F12 Code derived daily flow ~_ 9f~ Absorption area required 31 S bed, ft2 3 ? s trench, ft 2 Maximum design loading rate ~ bed, 9Pd/fl2 '' trench, gpd/ft2 Recommended infiltration surface elevation(s) sl.L ~ ft (as referred to site plan benchmark) T ~~N~ TYPE ~O tJw p S /rS T • R•~'~ yi%~fre~2 ' Additional design/site considerations Parent material /DE'>;S ~V~ ~~NSF T~l~f Flood plain elevation, if applicable ~~ ft Conventional Mound In-Ground Pressu a AT-Grade System in~ Holding Tank S = Suitable for system ~/ r-,/ ^ U ^ S ^ S [~j ^ S ^ S ~~ U = Unsuitable for system ^ S L~J U L'_7 S Boring # Horizon Depth Dominant Color in. Munsell ~ • ~ loy~e r3 f Z i3 Y~ io rr~ Ground 3 . AA /~ l,C elev. ~ Depth to limiting factor 2~in. Remarks: Boring # ~ p•~ /p Z 2 •1 Ground elev. `~~1~-n. Cepth to limiting factor w ~ :_ ~em~r4c• CST Name (Please Print) R~13~R1' I~IL~R~C~T Signature Telephone N~ .~ S ~~s• 38G • ~ SOIL DESCRIPTION REPORT Mottles Structure GPD/ft2 Texture Consistence Boundary Roots Bed ,Trench Qu. Sz. Cont. Color Gr. Sz. Sh. si ~fshk - , i ; • 3 .~ ~ aa¢ trots CG 1'~S! '`' L ._.. /~S b~ n~ f /fS ~ ~~ c 2 _ _ moots S/~ /fs6k ~ ~/z .s !f .~( ~,5~ Date ~~ ~ ~.~,,,~o, Address O G1• y~• /~~/ ~Z4375 UlbriCht ~ AsgnriAfma T [ ~7 ,~ ' ~~ ~ V,eq $ ~ ~~ L ~~~ SOIL DESCRIPTION REPORT Page Z of 3 PROPERTY OWNER ~ ~~ ~ ~ '_) ~AMf10~v17 / / f .S ~ V - _ PARCEL I.D.# Horizon Boring # De th Dominant Color Mottles Texture Structure p Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. i Consistence z Boundary Roots Bed ,Trench n. ~ fsh ~ ~ ~•S ,2 0 ~ c Z Mots S / ~' ,-,,,,~ ,~. _ , Z :. 3 Ground , -~0 elev. 1.... ' ~~ft. Depth to limiting factor m. n.......,.Lc~ Boring # Ground elev. n. Depth to limiting factor -----in. r,-.Y....~.... Boring # Ground elev. ft. Depth to limiting factor ~n• C2om~r4c• Boring # Ground Flev. ft. Depth to limiting . factor 'n' Remarks: ., titi 53 ~~~ ' _. ~- ~t/w ~U T Go~Pav~- ~-1~~ ,' /04, O n , ort's ~~ yy ~~i~~M ~pv fDU,C' G /~-e ~----'- C~(,~. L. ~ ~ y'~ r ___.~ ~~~~~ ~ Sv,pv~YD/~ 's % ~~s/~ ~ ~tJ~, ~ o T .- ~© I • R3 -!~ (~- I. M o~~~ SYST ' ~Ipt~ , cv( ~ i~~ 5~~17 .,Vi'i' ~I /p0 . D .\ 9> ~ ' V FROM INSTANT HOME EQUITYe LLC FAX N0. 6515015666 Aug. '9 2002 03:50PM P3 r ~ + ,~ . ~ ~~ 1C31 • I ~ .~ 4~Z ~, ~Z.C~.o~ j ! t ~ ~ /\a J`yi +~1 •..i ~ 1..i V ~ ~j Q • ~ ~ • ' 3 Fes' ~/ ~ ~ ~ r _~ *+~.. '1,~ ~~~ t~tr9'~~ w ,A V ~ u - ~ ~ ~ ~ ^ i V y~ ~"~ ~ ~`y Crr iJ 1 ~~~ W ~ ~ ~~ ~~.i i.~L,J~ 4 d • - ~ ~ r~ r s ! a ~ ~ W `^ ~ ~ ~ ~ ~I ~ r-~ ~ M t ~ C ~• ~ a.r I 1 ~ V ~ ~ -~ r~ ~ ~' '~ t ~1-~ 'as l~~ib~ r ~ ~ ~£' 107 t ~ , '~, ~ ~ ~ ~"~ ~ ~ l ~~ i o ~ o ~.~ ~ sa a ~,