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Home My WebLink About1984-06-26 Septic System Design Reportr */ •1 I ♦i I > r ;,■ ' '‘S # .PERCOLATION TEST DATA SHEET r,-. Immt holm location V fiVc^cVs \•-Hole number V Once test hole was prepared_ _ _ (o Inches. . Depth of hole bottom. inches. Diameter of hole. Soil data from teat hole: Depth, inches 0-4“ ^ • d • Soil texture v,VC<A C\r>.CN^ Rr OV.O rvy \c.X.«-»n' <^\cuL^ \.Oa.rw~\ f Method of scratching sidewall V^<\\Pr i ■1 'Depth of paa-sised graivel in bottom of hole.inches. Date and hour of initial water filling Depth of initial water filling,inches above hole bottom. Method used to maintain at least 12 inches of water depth in hole for at least A hours QLAAi5t-vNi\lL> ■ oV>r>.^_________;_____________________________ ^ Percolation test.readings made by on starting at (datA) ' during test, _ _ _^ inches. A».VX X -p.m.Maximum water depth above hole 1 I Tima Tima Interval, Minutes Ns. urement, inches Drop in water level, inches Percolation rate, minutes per inch Remarks # # e-BB 9-. IS" ^.08 q-.s\ 84^ (a (o L. uM u.'i 1 * f Percolation rate ■1L3 minutes per inch. f fi I, % f.k/i ^ • '>V' .. t.- fc (' •♦» t h t L-14 PERCOLATION TEST DATA SHEET •• f Test Hole locstlon S'Ac R\ca^ Vl I tats test hols was srspsrsd Ce> - J(o - feH Disaster of hole, to inches. Hols nusbSk t Depth of hols bottoa. \oL inches. Soil data froa test hols: Depth, inches Soil texture • •8'- a- lo^SoA QokfVl ^roo^rN ^QLfstL^ Ps."v ^ K ^ \^^ \rv/% \oo. \oa 1 i .Hsthod of scratching sidewall €.4 D^h of pea>sised gravel in bottoa of hole.inches. Date and hour of initial water filling Depth of initial wafer filling,inches above hole bottom.V' Hsthod used to aaintsin at least 12 inches of water depth in hole for at least A hours (\ v,\V ^ fN~*v fTt ^.c ^ ^ \,,pUorN Percolation test readings aade by P - 9^eo€f^ .Sc.Vv«r4N>iLcS> on starting at ^ Naximum water depth above hole “" ' . . . . . . .. ■ ■ ■' ' p,(date) during teat,_ _ _ _fo e# inches. Time Time Interval, Minutes Massurenent, inches Drop in water level, inches Percolation rate, minutes per inch Renarka (o \0\3l^ tb IL>V3.0 V30 e Percolation rate >\B.O minutes per Inch. i.-u .•PERCOLATIOM TEST DATA SHEET T«8t hole location 5^.4 g. V ^ ?^\c>cV> \Hole number w> Data taat hole was praparad_ _ _ Dlamatar of hole, (g» Inchea. Soil data from test hole: Depth, Inches o-f • ^>ia(o.8s( . Depth of hole bottom,_v^;;_ Inches. •f 4?' *- ve-" Soil texture ^o^SoA Vor> r.-> 0>fOvOr\ C\<y>A Vo<x«%-v J ’'f t Method of acratehln^ sidavall Xr-\rc.■ • 1 A Inches• i. if r U Depth of pea-sized gravel in bottom of hole. Date and hour of initial water filling_ _ _ _(c OCr-h>A Depth of initial water filling, _ _ _ Inches above hole bottom. St oc ^ • Method used to maintain at least 12 inches of water depth in hole for at least 4 hours . (Vvq!\jx-^ o Percolation teat readings made by S -? . S\ < w S .ScVn^c«nn< on startins at fe* HO . Maximum water depth above hole. ' ” p«m. inches. (date) during test, _ _ _ _vg?% Tine Time • Intervalt Minutes Measurement• Inches Drop in water level, inches Percolation rate, minutes per inch Ra marks % .4 VO Cd (cr> M7.<o c 17.^lA 9 e 1 Percolation rate -“K;i.minutes per inch. f r • It I i t I'-r( ?■ r-r.I f I.-I4 ; . ^ ^. - PERCOUTIOH TEST DATA SHEET TMt hole location V ^ fisVc cV \________ Data teat hole vaa prepared_ _ _ _ Diaaetar of hole, Inchea. Hole number M , Depth of hole bottom, inchea. Soil data from test hole: Depth, inches O-VO” Soil texture fLCOiOi-N C V 0C\ in *> 5 J Hethod of scratchinK aidamall Dapth of paa-aisad gravel in bottom of hole. Data and hour of initial water filling _ _ _ Depth of initial water f Aling, 1.^_ _ _ _ <5.inches. Cs*Ccj* B'-V *'.'bCO . ^.2 inches above hole bottom. Hethod used to maintain at least 12 inches of water depth in hole for at least 4 hours Pcreolatior readings made by ^ P s\.\.xci :T' .mt . "SVt Qg .cVv.i .vrC<^. on (datk during tes«. L=> - |v T tartins at . Maximum water depth above hole^ p.m. inches. ’ [ • Time Time Interval, Minutes • Measurement, inches Drop in water level, inches Percolstlon rate, minutes per inch Remarks 6 >11 ‘•V.ift q-Ht lo-.sM U G V?3.0 I lA \^\.s a f/ Percolation rate «minutes per inch. m f^■ K ' f l!^-- ' r* if I L-14 PERCOLATION TEST DATA SHEET TMt hoi* location SAc \ \^AccV \ Onto toot holn van praparad C-% - Olaaatnr of hole* Cg Inches. Hole number n-- Depth of hole bottom. \^! Inches. Soil data from test hole: Depth* inches _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 4 « »• Soil texture “t 'L‘cV., c ■ \.oi-\. AA wA- ^ ^ cV.cvx\ \ooi\-N y Hathod of scratching sidevall Daifth of paa-sised gravel in bottom of hole* Inches. Date and hour of Initial water filling_ _ _ _C . v.«t c ~ Depth of initial water filling* _ _ _inches above hole bottom. Method used to maintain at least 12 Inches of water depth in hole for at least 4 hours . r^. Percolation test readings made by T\vc. S-lf ocrx ? on starting at -M • Maximum water depth above holeTdate) •• P*"* during test*_ _ _ _(3 inches. Tims Tims Interval* Minutes Measurement * inches Drop in water level* inches Percolation rate* minutes per inch Remarks &«4^ *^\>3L SA|‘| t- lO'.a' M L S‘/H •1.A ; I ■1 Percolation rate ■ _ _ _ _minutes per inch. a -t-L-14 PERCOLATIOM TEST DATA SHEET f' .Hr i TMt hoi* location S’Ac \ jSVocV^ \ Onto toot hole voo proporod Dloaotop of hole. ^ Inchoo. Hole nuodier Co Depth of hole bottom, Inches. 1 r:-. Soil dote from test hole: Depth, Inches O-Co- Soil texture ' ; ' * L>>C\< ^COcOf>>Scv»x<V>^v Vccv<%>>! .;.:i r X* I r 1. ft I '■? Hethod of ocrotchtn^ sldewoll Vhcv.^c. ■; ! Depth of peo-slsed gravel in bottom of hole.A inches. Dote and hour of initial voter filling _ Dapth of initial voter filling, ‘C>OC>.t- inches above hole bottom.1^ Hsthod used to maintain at least 12 inches of voter depth in hole for at least 4 hours Q.uA;fO|Nft\jLC^ Percolation test readings made by (date] during test. starting at _# Qp inches. ■p< i^.*^WiC<vvcr<; on Maximum voter depth above hole -'r .* '■ Time A- Tims Inteival Minutes Measurement, inches Drop in voter level, inches Percolation rate, minutes per inch Eemarks » # ao s*.so \o‘.a(0 Cs u H \L» ^;3.o ^a.Q tt Percolation rate ■ E^.O minutes per inch. % tfm*.** rc- < V 7 *'■L-13 ‘'Vr ‘ locAtioA or Ffoject S‘Ac \ ^ feVocV \ .{%■ " .Bwlait Mde by S'^ogo>8>.^cV>\f.wrS Datt iT. CUaaiflcacion Syataa: AASHO_____; USIU-SCS_____; VnifUd / \ other 5::;: '•,* •: iUifMr uaad (ehack pfo)t Hand > or Power___; Fllitht___• or Bucket other ^— ^ Depth. ^,.v- • in feat V.•0 e. Boring nuiber Surface elevation .1 yr jr_ -b 'TofW>’» \ occ*^ oaric e>revj^'\ Vc>o.tv->, &irou^.“N C\txA^ Voowtv-^;- ____ q--V(a' ? IT/a** r»0" S fctvA*^ \oCi.rv-N •• r'< r * .» * 3 — 4 — 5 — d — 7 — L K-' :• 9 — 10 — r 6>Co<-0»-N VoO^Otn'^ ______________\* io*'« f>^ OV*u€, i2>rov^ir\ Voo.,v^ 0\\ viC ^ COwOrx ^CKrsdji^ S» ____3'S - HNa* Voc*-<^ &c OuO <vnc3l‘ AVX«S*N I . q^L-'-bb' -■H . ; . fc; . -V . • \ ■/• ^ I r .1 •. End of boring at Cp*/^ faet. Standing water tablet Preaent at_ _ _ _feet of depth. houra after boring. Hot preeant In boring hole ^ r r Mottled eoil! Obeerved at fent of depth. Not preeant in boring hole " 1"r .f . Depth, in feet 0 Boring'nuodter •> Surface elevation 5 — 10 — ^opsdvV Oc»CH<s &Cooa*-> Su^Nduk^ VouiN-N CA.0.*^ VoCk-iN",^ Sl“ S>rOv>J.^ CCCxCS^ Scv-TNcUa CVcOk.^ VC’tvrw-s V’<2>*. 3' 'ic Ovrsii^ rwC (ik.k VX-CkN wJC^.CnC’L ^COv-Ok*^ rV~NcL il» Ukt-k-v* cO| '^r<vC€S o Ir VOC-.V-X End of boring at 4^la. feet. Standing water table: Present at _ _ fact of depth. _ _ _ _ _ hours after boring. Not present in boring hole ^ Mottled soilr Observed at Ul" feet of depth. Hot present In boring hole _ _ _ 1» . . i' ■ • t t LocttClon or Project Ss\A c, I ^ &VocV. \ L-13 V, . •Boriat* by Dato 6r>-^(o PA CUooiflcocloii Syotoa: AASHO_ _ _: USDA-SCS_ _ _; Unified V ; other &'Attitor uood (check ti»o>: Hand or Power_ _; Fllpht_ _, or Bucket other K y, ■. W-'"' - Oopth» la foot • « ••o- Borlag ninbar 5 Surface olovotlon i-H--. f ■ I — i'-V' ' li‘ V'. ',9 I • • i'’-' ir 1*'=’ r^. • ’jh %■ ‘!i - ■ r ■,. . .'■* >?'■- ■' I-. 2 — 3 — 4 — 5 — 4 —»» .7 — ; • •'*'• • ' 'Ia — 9 — 10 r- ^0(>So\S D«^< K Sui^kd^ \00%->r> ferOw^^i-N ^VoiiA^ VoCi».'rs->k ■ Voc»..<n's VoCk»x\s^Sc OwO.-N OVvWC 3a*-3'b* louo^ &roi.or>,\o<Mx^ Sc«^<\jL____ OVw c ov.or< S% \ocn«n-x (o‘A* &Cou»o o^fA*.or^ Ul"- Su<n<L ft. , . . ,,?.'•* . '• . *'• . .• ' • ‘-:>> ■ \ * ■4 End of boring at (o'Ijl foot. Stondlng water table: Prooont at_ _ _ _foot of depth. _ _ _ _ _ _ houra after boring. Met prooont In boring hole >/ . Mottled ooll; Oboerwod at font of depth. Not prooont in boring hole _ _^0 Depth, In foot Boring nunber Surface elevation ^Co^^iTNVcxxi _________________O-VO'*___________ ___ 3>'U'-ftNo\.\,V.fvn M* <■ Sco»jors C\<X4.»'OciT. > 10 — &Co*>irN Sc^c\«io^ Voo>.r>^ _______ _______VC-- _____________ SCovKi<^ Vc*Ck<wvJ^ Scncnc!^ a'- i'a"________ _________oi «• Do* ’ __________________ &rov)a«*>> CooCSC Sarv^^Xoc ■^•^cVkM yU'-ftNo\.\,V.fvn M* ^ OVx>j«- Sc ovO^ VOo«v-.^ PtCQuorw jg. J-. CU.* End of boring at 4?feet. Standing water table: Present at _ _ _ feet of deptN, • _ _ _ _ _ _ houra after boring. Not present In boring hole . Mottled soil: Observed at foet of depth. Not present in boring hole _ _ _ _ e vl udi r.' S-P TESTING, INC. 951 KATYDID LANE ST. MICHAEL, MN 55376 497.3566 Steven 3. S9hirmers . •> I I2x>s iww'e' Jerry Boldenow Lot 1, Block 1 French Creek Orono, Henn. Co., MN November 28, 1988 O'^ This system is Designed for a '^ypejl, five be;2room home and in accordance with the Minnesota Pollution Contrd^Agejxey-Xhapter 7080 and local ordinances. The soils on this site are typical of SCS soils mapped - HeB - Heyder sandy loam. A seasonally high water table was located at 60" & 76", (mottling). The bottom of each trench must be Icoated at least 3' above the seasonally high water table. The alternate site will need to be a pressurized mound system. The soils at a depth of 30" have a percolation rate averaging 13.6 min/inch and are adequate for a standard treatment system. A pumping chamber will need to bo 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. (Mercury floats are a good method). The supply line pipe must have back drainage to the. pumping chamber. All neighboring wells are located more than 100' away from the proposed treatment area. Keep all heavy equipment off of the proposed treatment area before and after construction as much as possible. The treatment area should be marked off before construction. With proper installation and maintenance, this system should have no problem in treating septic effluent effectively. Recommend to pump the septic tank every year if there is only 1 tank & every 2 years if there are 2 tanks. sns/ds Soil and Percolation Te»t$ Septic System Design Steven B.Schirmers t k fc' ■ . / A. yT ^^ / / •; , ‘ •V"'- 5*^-. '5* -•t f—: ^______ — -7-1- '•‘- ■,;~---------------------------------- li - > ~~ ’ III! -z. r •ftc I *•*.1 VoVI /•'-10'!<«i;I ?. •y •;•- K »>.e •y •\ltrVu3' VA^r L%r-t »•.* ;.t ^•0 /I 1 <01 4I •t*>1 A ft. 2 o C:>i4HjJ! t-\■s% \u I t •5%'V\C-1/10^ //Jt .*. iX V/Vi...« 1 rSIC\w 3 f \ \ o « /» 2o k« t th r-S .V •».U. 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I 5^ ^ a ^— o off* 'f!^ J. t §s8I &:?S o 5 ^s l>s cx§at E J?£o 5 •* L-13CERTIFICATION’ 9 C0627 Locs of Soil Borinas Location or Project , Jerry Boldenow, Lot 1> Block 1, French Creek, Orono Dorings made by_?-p Testino> Inc. Steve Schirmers Date 11-26-88 Classifiction System: AASHO_ _ _; USDA-SCSJC_; Unified^ Auger used (check two): Hand X, or Power, Flight 7 Other , or Bucket X Depth, in feet • 0 - 1 - . 2 - 3 - A - 5 - 6 - 7 - 8 - Boring number 7 Surface elevation 98.7 Topsoil dark gray brown Q ^ IQn sandy loam Gray brown sandy loam 10" - 2’2 n Brown loam to sandy loam 2•2" - 2'8” Brown loam 2*8" - 3'8" Brown loamy medium sand 3*8" - 4'8 ft Brown medium sand 4'8" - 5'4" Brown coarse sand 5’4” - 6'8 If Brown medium sand 6’8” - 8 Depth, in |feet 0 - 1 - 2 - 3 - 4 - 5 - 6 - 7 - 8 - End of boring-at Boring number 8 Surface elevation 96.6 Topsoil dark gray brown 0-10" sandy loam Gray brown loamy sand 10" - 2-1/2 Brown sanciy loam 2-1/2* - 3*10 H Brown loamy sand 3*10’* - 4*4" 5 *-mottling Olive brown loamy silty fine sand 4*4" - 6-1/2* Olive brown silty loam 6-1/2* - 8* 8 I feet. Standing water table: present at_ _ _ __ feet of'depth. End of boring at^8 feet. _ _ _ _ _ _ hours after boring. Not present in hole X . Standing water table: present at_ _ _ _ _ feet of depth, _ _ _ _ _ __ hours after boring. Not present in hole^_ _ _X Mottled soil; Observed at -i—feet Of depth. No»- present in hole X_ _ _ _, Comments: Mottled soil; Observed at 5*feet of depth. Not present in hole, (iomments; *••• p r . L-13 CERTIFICATION # 00627 hoes of Soil Borings Location or Project Jerry Boldenow,Lot 1, Block French Creek, Orono Borings made by s-p Testing, Inc. Steve Schirmers Date 11-25-88 ClaSsifietion System: .AASHO_ _ _; USDA-SCS X_; Unified_ _ _; Other Auger used (check two): Hand X , or Power Plight , or Bucket X y I X i Depth, in feet ' 0 - 1 - • 2 - . 3 - 4 - 5 - t 6 - 7 - 8 - Boring number^9 Surface elevation 97.4 Topsoil dark gray sandy 0-10” Gray brown loamy sand 10” - 2*4 tf Brown sandy loam • 2'4" - 3*4" Brown coarse sand 6'4"-mottling 3*4" - 6-i/2* 6-1/2’ - :7'sSjiarioal Olive brown loamy silty fine sand 7* - 8* Depth, in feet 0 - 1 - 2 - 3 - 4 - 5 - 6 - 7 - 8 - boring number Surface elevation 8'feet.End of boring at _ _ Standing water table: present at_ _ _ _ _ feet of depth, __________ hours 'after boring. Not present in hole X________. End of boring at feet. Standing water table: present at_ _ _ _ _ feet of depth, _ _ _ _ _ _ _ hours after boring. Not present in hole Mottled soil: Observed at Not present in hole Comments: 6*4"i—feet of depth Mottled soil: Observed at feet of depth. Not present in hole_ Comments: I CERTIFICATION # 00627 Logs of Soil Oorinqs Location or Project Lot 1, Block 1, French Creek> Orono Borings made by s~P Testing# Inc. Steve Schirmers_ _ _ Date 12-7-88 Classifiction System: AASHO_ _; USDA~SCS X ; Unified_ _ _; Other_ Auger used (check two): Hand X , or Power_ _ _, Flight , or Bucket X & Depth# in feet 0 - 1 - • 2 - 3 - 4 - 5 - 6 - 7 - 8 - Boring number^10 I Surface elevation 98.6 Topsoil dark brown sandy 0-6” loam Brown sandy loam 6" - 2* Brown medium sand 2* - 5-l/2»-mottlinq ly 5-1/2* - 6’2 »§i8a2not Gray brown medium sand - no nottling’ 6’2'’ - 7’2" Brown coarse sand no mottling 7*2” - 8* tu Depth# in feet 0 - 1 - 2 - 3 - 4 - 5 ^ <36 - 7 - 8 - Boring number 11 Surface elevation 98.8 Topsoil dark brown sandy loam 0 - 10" Dark gray brown sandy loa*" 10" - 1*10" Brown clay loam 1*10" - 2*4" Brown loam 2*4" - 3*8' Brown sandy loam 3*8" - 4*2" Brown loamy fine sand 4*2" - 4*10" Gray brown fine sand 4*10" - 6-1/2* Brown “ 7* fine sand Brown medium sand 7* - 8* End of boring at 8 feet.End of boring at 8 feet. Standing water table: present at_ _ _ _ _ feet of .depth# _ _ _ _ _ _ hours -after boring. Standing water table: present at_ _ _ _ _ feet of depth# hours after boring. Not present in hole X Not present in hole X Mottled soil: Observed at.„5-iy2 Not present in hole_ _ _ _ _ _ _ _. Comments: Mottled soil: Observed at _ _ _ _ _ feet of depth. Not present in hole_ _ _ _X_ _ _ _. Comments: { 1 # CERT.#00627 PERCOLATION TEST DATA SHEET S-P Testing, Inc. 11-26-88.on.Percolation lest a*ui!ings made by. TcmholeFrench Creek___7 30 6Depth of hole hnunm Kl:i< lilUri rting at 3:00 Date hole was prepared 11-25-88 .inches. Diameter of hole-inches Soil data from test hole: D‘pih, inches 0-10" 10" - 26 n 26" - 30 Method of scratching sidewall. Soil texture Topsoil dark gray brown sandy loam Gray brown sandy loam Brown loam to sandy loam Knife Depth of gravel in bottom of hole. 2 Date and hour of initial water filling .inches 11 25 l)5pii?Ey'imilal water filling.12 .inches above hole bottuiii Method used to maintain at least 12 inches of water depth in hole for at least 4 htwni_ Automatic siphon Maximum water depth above hole bottom during lesL 6 .inches Time Time interval. minutes Measurement. inches Drop in water level, inches 2:50 prefill 6 3:00 3:30 Percolation rate. minutes per inch Remarks n 1-1/4 24.0 30 min 3:35 4:05 M 1-3/16 25.3 M m 4:08 4:38 1-1/8 26.7 M N I I • » 25 3Percolation rale * minin..c p..^ > I CERT.#00627 PERCOLATION TEST DATA SHEET Pcrcutation test reaJinss made by__S-P Testing, Inc. 11-26-B8 ...-.i-j. 3:01 TestlK,IeI«ationJ;2iil^iiij^''^=»> Creek 8 _______________ 11-^5^88 Hole nunibcr. Depthof hole Soitoin-----^5____inches. Diameter of hole_____1 .. Date hole was prepared. .inches .Soil data from lest hole: Depth, inches I i 4 Soil texture 0 - 10**Topsoil gray brown sandv loam 10" - 30"Gray brown loamy sand I I iVetlHH! of scratching sidewalL Knife I Depth of gravel in bottom of hole___2. Date and hour of initial water Tilling. _inches 11-25-88 .1:005 ItOOp.m,.. DepUt oTinitial water Tilling.12 .inches above hole bottom I Method used to maintain at least 12 inches of water depth in hole for at least 4 hntir.t Automatic siphon ------------------------ Maximum water depth above hole bottom during test_____§. \ Jnches •4 Time Time interval minutes Measurement. inches Drop in water level, inches 2:50 prefill 3:01 6 Percolation rate* minutes per inch Remarks 1 1 3:16 i II! 3:18 3:33 3:34 N 3 3:49 n 2-3/4 2-11/16 5.0 5.5 15 min ; n M I 5.6 N n T I I I 4-f Percolation rate *.5.4 f1 • 1 .. I jninuics per inch. I J t $ CERT.#00627 PERCOLATION TEST DATA SHEET Percolation lest readings mmleKy S~P Testing» Inc. 11*26-88 «t,m 3; 02 JUIL I ---------------------- Test hole location,^^?'. ^ ^^^ ^ Creek „umbcr__L_. Date hole was prepurcdL-illi^lf® .1 Depth of hole boitonc.30 Jnches, Diameter of hole.6 .inches i\ t Soil data from test hole: Depth, inches J Soil texture > t 0-10 10" - 28 If Topsoil dark gray sandy loam Gray brown loamy sand 1 I I 28" - 30"Brown sandy loam MetIuKt of scratching sidewaM,Knife Dcptlt of gravel in bc'ttorn of hole. 2 i -inches i 11-25-88 1:00p.m.Date and hour of initial water n!lingJlLJLl_lI. Depth oPiniha*! water filling.12 Jnches above hole bottom MethtHl used to maintain at least 12 inches of water depth in hole for at least 4 hniir< Automatic siphon Maximum water depth above hole bottom during test 6 Jnches •■4 I% Time Time . interval, minutes I I Measurement. inches I Drop in water level, inches 2:50 : prefill i 6 Percolation rate, minutes per inch .1 Remarks 3:02 i 3:32 n I t 1 4 3-3/16 I 9.4 3:36 4:06 I n I I 2-7/8 4:07 . 4:37 i •I 2-3/4 10.4 30 min I n N 10.9 t H M ‘ • : T I -r I t I :!f I’ercolation rate 10^2 jninutes per inch. I *1.* f CERT.«00627 PERCOLATION TEST DATA SHEET Pcrculution tesl rcuUings made by__S-P Testing # Jnc.______on 12-8-88 iit.irtin|t «t 9; 47 .. Loti,Blk. 1,French Creek,,, . 10 , . 12-7-881 est hole location ---------- , Mole numhiT , I^ate hole was prepared_____ A5L——inches. Diameter of ho!e____§_Depth of hole bottont__ Soil da'a from test hole: Depth, inches 0 - 6” .inches Soil texture Topsoil dark brown sandy loam 6" - 24 n Brown sandy loam 24" - 30"Brown medium sand I 1 I Method of scratciiing sidcwalL Knife Depth of gravel in bottom of hole- Date and hour of initial water filling 2 ...............inches 12-7-88 .^p^i^fimlial water filling.12 .inches above hole bottom Method used to maintain at least 12 inches of water dept)i in hole for at least 4 hnur< . siphon Maximum water depth above hole bottom during test 6 Jnches ■•4 •—4 Time Time- interval, minutes Measurement. inches Drop in water level, inches Percolation rate, minutes per inch Remarks 9:35 prefill 6 9:47 10:02 M 3-1/4 4.6 15 min 10:05 10:20 n 3-1/8 4.8 N M 10:21 10:36 It n ti n M I I . Percolation rate « 4.7 jninutes per inch. ! • •• CERT.#00627 PERCOLATION TEST DATA SHEET Pcrculation tc:»t readings made by___S~P Te5ting» Inc.____ ___12-8-88__starting at__2iA§. ^ . LotlrBlk.lrFrench Creek...Test hole tofimon Hole number taioMi . p.m. ( 11 ^ , .12-7-88. Dale hole was prepared—..—i Depth of hole bottom.30 •Jnehes, Diameter of hole.6 I Jnehes Soil data from test hole: X'pth, inches 0 - 10" t Soil totlurc Topsoil dark brown sandy loam 1 10" - 22 •t Dark gray brown sandy loam 22" - 28 H Brown clay loam 28" - 30 Brown loam I Method of scratching sidewalL Khi ft* I Depth of gravel in bottom of hole.2 Jnehes Date and hour of initial water Tilling__12-7-88^ [k'pt^^Pinfnal water filling 12_____inches above hole bottom I Method used to maintain at least 12 inches of water depth in hole for at least 4 hours.Automatic siphon .. Maximum water depth above hole bottom during tesL 6 Jnehes 1 -4 i Time Time interval, minutes. T Measurement, inches Drop in water level, inches Percolation rate, minutes per inch .1 Remarks 9!3S prefill 6 1 i 9;48 TO:03 .N IwOjlOI 10:22 IQilQ H 1 n 15.0 N 15 min I I H n 10:37 n M n N n i T I I I I -1 1 Percolation rate « _ 15.0 per inch. ■ ID I p : 9^P U t s O li. q: <OUJ 5 > o 2^ .£d (D Vo ro 5 * (\J < ::- Qlis §1 it-R > bJ -J UJ 0. tilz O z g UJ CO Ol t UJ ^ ^o CO f.. • •. : fSi*. . w^.%\A*\\I \UJ;«oN < U. J = O 00WI 00\\o .<\N p5'/\\’^x a: h* \\vif oc Ul Ul\\Va piV \\€ M:5 OI -yV\o\%oc\■^s %\\ \\> 1^ m'2^m *11 \4 •ivy? %a Wm<2?«\i '<'v.u^va.:j ri-y'% . V •. V // //.»* •✓X t. U-J I 1 f. > if) UJ Q 2 O I— u q: I— </) z: o u Xuz: LJ q: H o h- Mol Q-u tr.u3$ h-jUJ ^UJ 5$ o [ o o C e e o o 9 /;%SK5 Iu.2 crtro ujhq: <o -jQfUJo: oocuj I .. Olu.<u>-2<Oa.tu— I UJtr UJ u.iO o^<oo0.^5< X UIX 20 Xfji= y : fe fe< /'^ 3-0 S Q t-ltvi ' i u h-o 5q: -lO u. Q. oi- <(D^ xOf 2q:< <2 IUU> flp '^- q: 2 b -J 2 UJ o <M =a>g u HO X < 2 ID CL O » cc o o 2o-J < 2 UJ UJ GC UJ 0. 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'.r.c- ■■iv/ •■•■■•••■^ i' jIv" '">’ ■ i #i'*^Tl ; !: ■ Js• •:- U-<-- Ji"u{' . I IIUJu I<(UJ 9s11U: >UJI •‘?bo^o.u q:k.. < oIii*i i'll ■ii'iinC 'i-:;2 => . ji.A '-'UJ J i!•. .1 ;i(ilit-•••i; «; ii H\■ A. ,.\r:4r Md .t il i: I '11hu *... N U) U)5^.jz U lUoqZ^ Qp <Ui </> UJ (n»“ ^UJ2 • q:~ <n < UJ S 1 r SI CITY OF ORONO IC SYSTEM DESIGN PROPOSAL STANDARD REPORT FORM 6 TYPE OF nork: Bnew construction Daoditiom or repair Dsubdivision approval only PINS NUKBER..PROPERTY ADDRESS G P. PROPERTY DESCRIPTION. OWNER. iMiKg l^OT 1 ^ T3/oc»tef f^REujn^ (PR. ^ Name -780 py Gevrs7/k, SJ . QgoiOO mail Address CTty 1- - - -Phone - - - - - - - - SITE EVALUATOR.^O£^^CH/PME<^ > Z IL? ^ gTT _ _<^l Phone GENERAL C0NTRACT0R_"XT •BouPCiJfrO 169/2 Tariy/?. Mr-fa'/l "*■« Nail Address SYSTEM INSTALLER (iF KNOWN) w < . .i/Oi. » ? Phone- - - - -Ph^ THE INFORMATION BELOW MUST BE FILLED IN BASED ON THE SITE EVALUATION AND DESIGN REPORT (ATTACNI. 1. SITE EVALUATION / DESIGN CRITERIA USED NOt OF BEDROOMS S GALLONS PER DAY.PERC RATE /3-^ MIWUTFS PER INCH INDICATED DEPTH TO SEASONAL WATER TABLE OR SATURATED ZONE <£=^g'' IMfMPS 2. SEPTIC TANKS TANK M 1 TANK H 2 _ _ _^GAL. MIN. LIQUID CAPACITY /£>K9 0 GAL. MIN. LIQUID CAPACITY MANHOLE TO 6-12 BELOW FINAL GRADE, INLET AND OUTLET INSPECTION PIPES TO SURFACE REQUIRED ON ALL SEPTIC TANKS. 3. PUMP STATION OnOT required Brequired \Q.S0_^GAL. MIN. CAPACITY (TO ALLOW FOR 1 DAY STORAGE CAPACITY) □ sewage ejector (BEFORE SEPTIC TANKS) BEFFLUENT ONLY (AFTER SEPTIC TANKS) TO BE USED OvES 3NO HIGH WATER ALARfI AND HANHOLE TO SURFACE REQUIRED ON ALL PUHP STATIONS._ _ _ _ _ _ _ _ _ _ _ 4. DRAINFIELD SYSTEM 0tr£mches Opressure distribution mound Oother: UTTACH INFORMATION) trenches: DdISTRIBUTION BOX DdROP BOXES SO. FT. BOTTOM AREA TRENCH WIDTH (3' MAX.) ^ ^ FT. CENTER-TO-CENTER TRENCH SPACING -7 '^2. FT. DEPTH OF ROCK BELOW TILE (6" MIN.) - -1 ^ ^_INCHES DEPTH OF ROCK OVER TILE (2" MIN.) 2. "ihcup^ depth OF TRENCH BELOW ORIGINAL SURFACE. INCHES FINAL COVERCS" MIN.,2^" MAX. )__S7lNCHES ^ LENGTH OF EACH LINENUMBER OF LINES. PRESSURE DISTRIBUTION MOUND: OSTANDARD DESIGN AS PER OrONO DeSIGN flANUAL □ OTHER_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ SAND BASE DIMENSIONS: LENGTH_ _ _ _ _FT. X _ FT, WIDTH SAND DEPTH BELOW ROCK..INCHES ROCK BED DIMENSIONS: STANDARD 10 FT. WIDTH X _FT. LENGTH SLOPE AT SITE .1 FOR OFFICE USE ONLY LJAPPROVED AS PROPOSED OAPPROVED WITH CHANGES NOTED BELOM CD/I APPROVED AS PROPOSED LJ APPROVED WITH CHANGES NOTED BELOW LJaDDITIONAL ITEMS NEEDED NOTED BELOW APPROVED BY:J3ATE.