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HomeMy WebLinkAbout020-1374-11-000 12- lo- Isr @ 0s0v Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No: 579078 GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No: Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. Permit Holder's Name: City Village Township Parcel Tax No: Michael & Krystal Pelant TOWN OF HUDSON 020-1374-11-000 CST BM Elev: Insp. BM Elev: BM Description: Section/Town/Range/Map No: ZDB, Po Fg26n+ GsT 12.29.20.2244 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic / Z Benchmark .Z~ (P(Z too .d o NA ILIA 0K 5710+P Dosing Alt. BM Aeration Bldg. Sewer ¢7 Holding St/Ht Inlet 26 St/Ht Outlet 4'• ~i l0.`l TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet p Septic t S-51 I Dt Bottom Dosing < Header/Man. Q -[.w Aeration Dist. Pipe / V v Holding Bot. System /o• 9o QS• !a. g~ S y/ Final Grade 4 - 9/• PUMP/SIPHON INFORMATION Manufact GPM St Cover cf W~~ Model Number TDH Lift Friction Lo ad TDH Ft Forcemain - ngth Dia. Dist. to Well SOIL ABSORPTION SYSTEM W BED/TRENCH Width Lengthy No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS 191 SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHING Manufacturer: INFORMATION CHAMBER OR x-k 2q 9• Type Of System: ZS Z2 f p~ ~/A UNIT Model Numb` L • P, `'A- GO V. DISTRIBUTION SYSTEM Header/Manifold ID istribution x Hole Size x Hole Spacing Vent to Air Intake ' k Pipe(s) Length Dia_ Length Dia Spacing SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only Depth Over , Depth Over xx Depth of odde d xx Mulched Bed/Trench Center Bed/Trench Edges Topsoil 7;d-~ ❑ Yes M No❑ Yes 0 No COMMENTS: ((Include code discrepencies, persons present, etc.) Inspection #1: 12 Inspection #2: Location: 226 STARR WOOD p~l (~~,t f~t B•m s1 ~L(, 1.) Alt BM Description = G OG~~f G~~~ 710 66- 1,V51 VG 5ruihP of 2. Bldg sewer length t 21'Yl PA) r& ~ le • II I t.Y 1,OAm`( 0)Vr- T 144T werS (-I< 0'1 - amount of cover = 7 Li Aap To SE &tlA b~ 01* 5orG5 AOt+°~ u. Sgiv~S, S~ItL .0.1 50wrt yu-041?'s Also. Plan revision Required? ❑ Yes No Use other side for additional information. Date sepctor's Signature Cert. No. SBD-6710 (R.3/97) • 6 e; le da Luc. ~ c,-7,4,, • ~[oC4iLGd~rdFJG~~y`4 C,iac/tom. 3 55' EcJy p cJcesa' 1~ s-. 5~f ysc.~j See./.2, TZ4h r~ d2. 4 ja (L rG t P~oposc.t! err D ' n Pao q~' a y6 m r U e3jc1"'ce d ~ i~~ ~ . 3t' P~opascc/ tc~~GSef eof-~.7-eL~c uJ/,25~°pt,Q r :40:e- ySte.-CIO ~sTM_~/Td5 r /,7,1 owe <'~ee,-6o A ,~rof~estdQ'Is~rrsaiee/% Two C2~ic.~rrs 3 r~/ I ~ ~ uY z.2 .~r►F` /z`fa~r s/ Sz~tnoxro' ~1ianvbrrS F,k-r a .6y eNCI. ~ : P~a, ~ O~~ fre e / ~~cp. ~Ie~! = ioo,c~,` zts t c E/ed, -9g 97' U 0 County t Safety and Buildings Division ~ 1,-_ r 201 W. Washington Ave., P.O. BOX 7162 Sanitary Permit Number (to be filled in by Co.) ° gps.jl Madison, WI 53707-7162 J~°I b ~1 ber Sanitary Permit Application State TransactioVIA In accordance with SPS 383.21O2, Wis. Adm. Code submission of this form to the appropriate governmental unit is required prior to obtaining a sanitary permit. Note: Application forms for state-owned POWTS are submitted to Project Address (if different than mailing address) the Department of Safety and Professional Servies. Personal information you provide may be used for secondary purposes in accordance with the Privacy Law, s. 15.0 I m , Slats. n 1. Application Information - Please Print All Information J Property Owner's Name Parcel # i9.t/ t, _ _ 000 Property Owner's Mailing Address Property Location , 2Zgy Js c - Govt. Lot City, State Zip Code Phone Number , ~ Section _Z,2- (circle one T N; R E oUW H. Type of Building (check all that app Lot # ® I or 2 Family Dwelling - Number of Bed s - / Subdivision Name s~L4Ml Block # ~ ❑ Public/Commercial - Describe Use Vim" t N ❑ City of ❑ State Owned - Describe Use CSM Number ❑ Village of NtT916010N 7~ I ♦ ( 1, Town of III. Type of Permit: (Check only one box on lint A. Complete line B if applicable) A. ® New S stem ❑ Re lacement S stem El Treatment/Holdin Tank Re lacement Onl ❑ Other Modificatiyfto S siT lain Y P Y g P Y B Y ) List Previous Pe it Number and Date Is ed + B. ❑ Permit Renewal ❑ Permit Revision ❑ Change of Plumber ❑ Permit Transfer to New Before Expiration Owner IV. Type of POWTS S stem/Com nent/Device: Check all that a 1 Non-Pressurized In-Ground ❑ Pressurized In-Ground ❑ At-Grade ❑ Mound > 24 in. of suitable soil ❑ Mound < 24 in. Of suitable soV~'K.f C" "r Holding Tank ❑ Other Dispersal Component (explain) ❑ Pretreatment Device (explain) V. Dispersal/Treatment Area Information: Design Flow (gpd Design Soil Applicati ate(gpdsf) Dispersal Area Requrre f) Dispersal Area Proposed (sf) System Elevation 00 swov 10 VL Tank Info Capacity in Total # of Manufacturer , Gallons Gallons Units o New Tanks Existing Tanks c p° p s U rn' Ia. C7 a Septic or Holding Tank a / ✓~C _ Dosing Chamber l c+ VII. Responsibility Statement- I, the undersigned, assume responsibility for installadon of the POWTS shown on the attached plans. Plumber's Name (Print) Plumber's Si MP/MPRS Number Business Phone Number Plumber' Address (Street, City, State, Zip Code) VIII. Coun /De artment Use On Approved ❑ roved Permit Flee Date Issued Issuing Agen ❑ Own ~ en Reason for Denial $'/7! cl 147 IX. Conditio on r Di proval 7 1. Sep is tan , e ue i~er slice , dispersal cell must t be serviced /maintained C1Jod tx as per management plan provided by plumber. Jmlaa~~Y? 2. All setback requirements must be maintained as per applicable code/ordinances. Attacb to complete plans for the system and submit to the County only on paper not less than 81/2 a 11 inches in size SBD-6398 (R. 11/11) W-77' QE D S'.._`° c 4 2015 ST. CROIX COUNTY Conventional POWTS Index & Tilte Sheet ;,OMMUNITY DEVELOPMENT Project Name: Pelant 4 Bedroom Replacement Conventional POWTS Owners Name: Michael W. Pelant Owner's adress: 354 Edgewood Dr., Hudson, WI 54016 Site address: 226 Starrwood Dr., Hudson, WI 540169 Project Location: Subdivision: Lot 11, Plat of Starrwood Legal Description: SEv4SWv4, Sec. 12, T.29N., R. 20W., Tn of Hudson, St. Croix Co., Wl. Parcel ID 020-1374-11-000 Page 1 Index and Title Sheet Page 2 Site Plan Page 3 Dispersal Cell Sizing Calcualtions & Chamber Cross Section Page 4 System Cross Section Page 5 Septic Tank Cross Section Page 6 System Management Plan Page 7 Filter Specifications Page 8 Parcel map Page 9 Septic Tank Maintenance Agreement Page 10 Waranty Deed Attachments: Soil Evaluation Report Mater Plumber Restricted Service: Gary Zappa, Dept. of SPS Credential #222373 Signature: Date: i Page 1 Of 10 Design pursuant to In-Ground Soil Absorption Component Manual for POWTS, version 2.0 SBD-10705-P (N.01/01) • Soi(edct(ccG~ ~n~0; E I 17=~ 44ickat/L.-). Ada 3551 der wc4d Zr-. f1~.als~, ter, sya~~ O ,L v 6 / r, /J/( f af' i~uJ~ zvw., Tr.of ~udso.,, S~. Cv`a; x Coy ~1, ProP 4jq paPos~ wt.ll 6 ArcpaW q ' o v' `f m r ~ ~ si,{cwce t D ~ r~ ~ c3z' P~opaae.dLt>iese/~'orKrtft cv/.2SO-n1~Q 1,1.t owe be i#?-f64At4/C.I,--out/s ~ t I r ~l r t~~ ~D~o~estoldi3`JVSe✓Ee/% "TWO ~Z~ ~cn~tJ 4f 3 rye, ~ tay z2 .FnF ftla6e~--' y("S~Sar+c~'.~ ~ar,..6erS Ick,- ~ ~a/{act ~Ic!!. be = 9S. I Dq v IA.K,4. Eley = 1 b. b. 7"oP of /ef S'+~'4.~c • E/e% i Soil Absorption Svstem Cross Section 98.8 yo, i ft 4° Schedule 40 Final Grade PVC Vent Pipe Leaching ~ With Vent Cap Ln System Elevation Chamber 9so ft System Elevation ,_ft ( ft Soil Absorption System Plan View 9/ ft 3 ft 1. ~O" ft Vent Or Observation Pipe Leaching Trench 1 Chambers 4" Dia. Trench 2 Header Leaching Chamber Specifications Manufacturer And Model /z~~'Gt,z~w 5! brrs EISA Rating Ay. y sq ft per chamber Soil Application Rate o .7 gpd/sq ft & gpd Design Flow + 0.1 Soil Application Rate T AO, y EISA = Chambers 2 rows of z_ chambers each. Page of ~y PELANT DISPERSAL CELL SIZING CALCULATIONS 1. (4 bedrooms)(100 gallons estimated flow)(1.5 design factor) = 600.00 Gpd design flow 2. Infiltrative capacity of native soil = 0.7 gpd/sq. ft. at 3. Absorption area required: 857.15 sq. ft. 4. Absorption area as proposed: 891.16 sq. ft. (chambers total) 5 Infiltrator "Quick 4 Plus" = 20.00 sq.ft. EISA per chamber, "Quick 4 Plus" end cap/pair =;M sq.ft. EISA 857.15 sq. ft. - (2 pair end caps)(5.2) = 844#55 sq. ft. 34+55-sq. ft./20.00 = 4233 chambers required Number of trenches: 2 @ 22 = 44 chambers total Trench width: 2.83' Trench length: 91.00' Trench spacing: 9.00' on center Total system area w/ 9' center spacing: 12.00'x 91.00' IMC*4- STANDARD CHAMBER 52" Quick4 Standard Chamber 48" (EFFECTIVE LENGTH) 8" - I if 34" SIDE VIEW SECTION VIEW MultiPort End Cap Q I ~ o , and III I~I 12' 16" j 34" SIDE VIEW TOP VIEW FRONT VIEW Pg. 3 of 10 D z can 644" AS REQUIRED 86" m m 53" D Z C 71 0 nN m _ I III rr ~ ~ ~ 0 (A i ° II D m 3„ 47„ I -u 5 5° S I I °o D -11 I L m I II D I II. D cn N J rn cc o ;o 50" m z iA D I N m D r vci ZA > 0 SQ C z z g ~N x z z DOZ v Z o o.> c' co x - In > G7 c7 C 0 C7 O ~ m ZEn > 0< O x m D - v E! ~n° woo Sv°~o22m ~FZ C -NI> Nm o m N r -IZ 0 ~mZ00 mD0 -.1 1 ~0~ 0 w Cn C z a5 X C ~U)c R zw m N N L >0 C) 3: M U) 4.2 o 1 > o O 0 00 A D-I i ~ IT1 ~O. S' 6~ l J O v n U) f/MZ (Zj N O ~C OD NITIy D ~~G'~• 20 ° -v > 0 580 \ c ~ m~~ I r u) o 0. ~w c< 0 - v D z c23 v z -'m D mq g o D Ln D << ">1 y c!m m D U0 \ =PZ ~ rn O H 0 ~v z> s0 co N d O co m C) 0 V) -0 ;o 0 z C Z O V) 2 to to ° ~c 0 z O 3 z g m D H m r Mn Mn m _ o \o m W1250-MR MISER COtiCAETE DRAWN BY: WCP REVLE: 1 4"=1'-0" PRE-POUR: SEPTIC MANUAL DATE: 00 00 0o DATE: POST-POUR: \ z W3716 US HWY 10 MAIDEN ROCK, WI 54750 ° 800-325-8456 FlLE: YnM-MR ~1. -o r Technical Specifications PL-52 FFL DENT FILTER (COMMERCIAL) i- 61 It BALL CHECK E%CEPTSGSHDW ~ FOR INLET EXTENTICN 11'57 14.35 OUTLET BUSHING EXCEPTS--, / 110 III SCH 40 86`SCH40 -1os6- I~ z 3 3102 II i PL-525 FILTER HOUSING 634 PART NO.-30142.525 MATERIAL: 1 1(s( HOUSING - POLYPROPYLENE o OUTLET BUSHING - PVC 6.5BALL -HDPE r::9 I~- S=ET EXCEPTS FLOAT SWTCH 10.23 EXCEPTS I-SOHW ~ fOR HNJDLE EXTENTION 10.84 r J -53aoFln6°soT8 624 7_ --i !I Z SCOKETEXCEPTS _ 6.04 956 BN1 PUSH ROD OPENING i j I ] I II ~ _ 7,09 OPE910 l X71 II II I I 1902 2244 I I 1 ~ ~ i• f o~ 9~, POLYLOK PL-525 FILTER CARTRIDGE II PART NO. •30141-525 MATERIAL•POLYPROPYLENE I II Conventional Septic System Management Plan Pursuant to SPS 383.54, Wis. Adm. Code General The conventional septic system shall be operated in accordance with SPS 382-384 Wis. Adm. Code, and shall be maintained in accordance with component manual SBD-10705-P (N.01/01). All local and/or state rules pertaining to system maintenance and maintenance reporting shall be complied with. Questions on the operation or maintenance of the system should be directed to the installing plumber, Zappa Bros. Excavating at (715) 386-2850 or the St Croix County Zoning Department at (715) 386-4680. Septic Tank Septic tank servicing mechanics comply with SPS 383.54(1)(e). Septic tank to be located within 150' of service pad, with bottom of tank to be < 15' below service pad elevation. The operating condition of the septic tank and outlet filter shall be assessed at least once every two years by inspection. The septic tank contents shall be removed when the sludge and scum in the tank exceed 1 /3 the liquid volume of the tank. The contents of the septic tank shall be disposed of in accordance with NR 113, Wis. Adm. Code, by an individual certified to service septic tanks under s. 281.48, Stats. If the contents of the tank are not removed at the time of a biannual assessment, maintenance personnel shall advise the owner of when service will be needed to maintain less than 1/3 scum and sludge accumulation in the tank. The outlet filter shall be cleaned as necessary to ensure proper operation. The filter cartridge should not be removed unless provisions are made to retain solids in the tank that may slough off the filter when removed from its enclosure. If the filter is equipped with an alarm, the filter shall be serviced if the alarm is activated. Septic tank manholes risers, access risers, and covers should be inspected for water tightness and soundness. Access openings used for service and assessment shall be sealed watertight upon the completion of service. Any opening deemed unsound, defective, or subject to failure must be replaced. Exposed access openings greater than 8 inches in diameter shall be secured by an effective locking device to prevent accidental or unauthorized entry into the tank. No individual should ever enter the septic tank as dangerous gases may be present that could cause death. Septic tank abandonment shall be in accordance with Comm83.33, Wis. Adm. Code when the tank is no longer used as a POWTS component. The addition of biological or chemical additives to enhance septic tank performance is generally not required. If such products are used they shall be approved for septic tank use by the Department of Commerce, Safety and Buildings Division. Soil Absorption Cell Trees or shrubs should not be planted directly on the soil absorption system. The area above and around the system should be seeded and mulched as necessary to prevent erosion and provide some degree of frost protection. Traffic (other than for vegetative maintenance) over the system is to be avoided. Soil compaction may hinder aeration of the infiltrative surface within and above the system and will promote frost penetration during cold weather months. Cold weather installations (October-March) dictate that the system be heavily mulched for frost protection. Influent quality into the system may not exceed 220mg/L BODS, 150 MG/L TSS, and 30 mg/L FOG. Influent flow may not exceed maximum design flow specified in the permit for the installation. Observation pipes within the dispersal cell shall be checked for effluent ponding. Ponding levels shall be reported to the owner. Levels above 4 inches indicate an impending hydraulic failure requiring additional, more frequent monitoring. Contin¢encv Plan If the septic tank or any of its components become defective the tank or component shall be repaired or replaced to keep the system in proper operating condition. Excessive ponding within the dispersal cell will be eliminated by installing a new soil absorption cell to bring the system into proper operating condition. Pg. 6 of 10 ST. CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT ,AND OWNERSHIP CERTIFICATION FORM Ownerftyer l G~1 Q~1 ~i iV V1/~.~sr t(~ Mailing Address 3~~ E G/BO~ ~v1Ve, T7ud-_50r► t/V !f1~~y Property Addres (Verification required from Planning & ning Department for new construction.) City/State ~Sa Parcel Identification Number 40 Z,Q j e j _~Ol LEGAL DESCRIPTION Property Location 56 V4, 514/ / , Sec. 12-.T Z 9 N RWW, Town of N k~ ro Subdivision Plat:_ r L-b yymoo , Lot # Certified Survey Map # Volume Page # Warranty Deed # Gf ~f (013 (before 2007)Volume , Page # Spec house ❑yesao Lot lines identifiable jkyes©no SYSTEM MAINTENANCE AND OWNER CERTIFICATION Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper maintenance consists of pumping out the septic tank every three years or sooner, if needed, by a licensed pumper. What you put into the system can affect the function of the septic tank as a treatment stage in the waste disposal system. Owner taintenance responsibilities are specified in §SPS. 383.52(1) and in Chapter 12 - St. Croix County Sanitary Ordinance. The property owner agrees to submit to St. Croix County Planning & Zoning Department a certification form, signed by the owner and by a master plumber, journeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on-site wastewater disposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge. I/we, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards set forth, herein, as set by the Department of Safety And Professional Services and the Department of Natural Resources, State of Wisconsin. Certification stating that your septic system has been maintained must be completed and returned to the St. Croix County Planning & Zoning Department within 30 days of the three year expiration date. I/we certify that all statements on this form are true to the best of my/our knowledge. I/we am/are the owner(s) of the property described above, by virtue of a ty deed recorded in Register of Deeds Office. Number of bedrooms q' d SIGNATURE OF AP IC T(S) DATE ***Any information that is misrepresented may result in the sanitary permit being revoked by the Planning & Zoning Department. Include with this application a recorded warranty deed from the Register of Deeds Office and a copy of the certified survey map if reference is made in the warranty deed. (REV. 04/12) 00, 10 21 87.rA 80 FT 1 gf Q \ i 20 78.443 80 FT 1,801 A(,RE$ " LIJ (SEE NOTE es ! r+Tr~ 1 ,osao,a3 so D . ~j -V 33.05 19 74.095 $O FT 1.701 ACHES ,70.87 `°z2A8. (SEE NOTE t@5 gig . 2f 12 F~ UWE 90.1,r ; 64.981 SO FT t~.oa j ~ 15TH/ s'a! Milt 13 If J NOTE B) } •"18't15EAr 17 40.690 L 1.18$ r T ` N WE NOTE 8} 1}K°7 Qi ~ 64 2tb0 FT 1 W44 882.04 1.996 At ES E 2W9Fi TOQAO ! a~ ~ej 9 16 64,184 $Q FT 49 1.244AC AES 6 C6 19 {SEE NOTES) N6 1'E 322.11r 100.b0 I Jl~'l _'J 6{ _ n a OMEN= ,7 tiy'F - 4 S s. .-^--.-~5 f - 1~ ~i i if i k i s i T. r r n - 1 4 F ~ °-tom - 1 i` f~ f t~ 1 f } i, 1 ,t ~ ~ .h r- i. ; _ _ r, p ~ ~ 7 - ~ ,F ,Y__...`_. y _3 f _ '.x. - _ ~ ~ i _ _ .5. I j/ n .y c. _ s r t ~ 2 f _ _ t _ - l-•_-~ v_ s A::.. _ ~ _ -r.._. s RECEIPT DATE q_q_ l5 No. 907330 RECEIVED FROM l/ ~9 V~ I' y L~ a DOLLAR FOR RENT FOR ACCOUNT cases CHECK Oaa - 3~ 14 r.4YMENT FROM O MONEY U ORDER " f~ BAL. CUE I /D CREDIT `~f~V~ ~ A CARD BY (IYJ r d ')epartment of Commerce SOIL AND SITE EVALUATION Yfety and Buildings grated Services in accordance with Comm 83.09, Ws. Adm. Code Page of 2 2 6 cI ach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must County include, but not limited to: vertical and horizontal reference point (BM), direction and -S7 Ceti I percent slope, scale or dimensions, north arrow, an "ion~r 1 distance to nearest road. X ! / Parcel I.D. # APPLICANT INFORMATION - ;~a rint a/ formatio Date Personal information you provide may be use ondarry cy Las' 1c pq (1) (m)) r/ Property Owner rL T Property Location l n, Govt. Lot -SX 1/4-SW 1/4,S f ~ T Z9 N,R 20 E (or) W Property Owner's Mailing Address ST f;Fi y Lot Block# Subd. Name or CS M# Yj,` GOtffYy zrx t ` T4 RAW60d 2Cll'~-eX City State Zip Co hone Number, < ❑ City ❑ village Town Nearest Road s so !-lugs®,~ ~-rla 3S" X91 New Construction Use: ® Residential / Number of bedrooms 14, Addition to exit ❑ Replacement ❑ Public or commercial - Describe: Code derived daily flow. 400 gpd Recommended design loading rate 9 bed, gpd/f12 e trench, gpd/ft2 Absorption area required W -P bed, ft2_trench, ft2 / Maximum design loading rate 0, 7 bed, gpd/ft2_Q.~trerich, gpd/ft2 Recommended infiltration surface elevation(s) p6, Yd ft (as referred to site plan benchmark) Additional design/site considerations 1~Y~! /-U4 j /Oki i1QrV s& T--0 pL-fd; - AppR.UV A L Parent material ,L KI I A 7-j LL Flood plain elevation, if applicable ft S = Suitable for system Conventional Mound In-Ground Pressure AT-Grade System in Fill Holding Tank U = Unsuitable for system S❑ U S ❑ U S❑ U S❑ U S❑ U ❑ S L~ U SOIL DESCRIPTION REPORT Boring # Horizon Depth Dominant Color Mottles Structure in. Munsell Qu. Sz. Cont. Color Texture Consistence Boundary Roots GPD/ft Gr. Sz. Sh. Bed Trench L L /,h <r sus 1 cs Ground 'S Std /'IS ,O ~ ft. o~- b 3 - SLR s Depth to ~fa~ 3 Sty S limiting D,S factor coq > /ai in. cJ ! OY 5 7,~- lajs / Remarks: Boring # 1 -11 4 43 5 6 Q A 7, ~ 3 SC, 1-nS Ground 4 - o / elev.L~ ft. 5~ of S !n 6,7 'o .'s 4 o9ft Depth to limiting factor ' /e S in. Remarks: CST Nam (Please Print . Signatur /74AVE o u h ~c _ T~elep/hone o. Addms ' V J~7IJ Q CS` tJ n SU K Date CST Number SOIL DESCRIPTION REPORT Page of PROPERTY OWNER PARCEL LD.# 2 Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots G~QM Boring # in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench -S' `l,K 3// L, Cr r C 5 / O 'O, 5 G M5 rn S n, 7'03 7.5Y. 3 5 m s S o Ground C ) 7 ',0 elev. Depth to limiting faor 7 ~I in. Remarks: Boring # 0-7 D A 1-2 54 r►, s Ground /t~~l+~'~' ✓ elev. 106- ► ft. Depth to limiting N., j % factor in. Remarks: GPD/ft2 Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots Gr. Sz. Sh. Bed ,Trench in. Munsell Qu. Sz. Cont. Color Boring # 10_5 _ZILK~/1 ~ / rn tr e, 5 ~ A -z a ~e~ 3 _ nos l s o~ Q,g V/ ~s 3 SG 1 0'1 Ground i ` ft. Depth to limiting factor Remarks: , Boring # Ground elev. ft. Depth to limiting factor in. Remarks: SBD-8330 (R.9/98) PROPERTY OWNER SOIL DESCRIPTION REPORT Page 2 V ' PARCEL l.D.# Boring # Horizon Depth Dominant Color Mottles Structure 2 Texture Consistence Bounda in. Munsell Qu. Sz. Cony. Color ry Roots Gr. Sz. Sh. Bed Trench 4 c Ground -4 1,~Y-e 4 J $ elev.) Q Depth to limiting faSS~~tor ? lt.s in. Remarks: \ Boring # r _ =7 4 4 1' Cr M ( C_ f mow' Its / Ground c),/LX~ ~ 417 elev. `J 10C~. f ft. v(~ ~ Depth to f 10 limiting 10 factor in. Remarks: Horizon Depth Dominant Color Mottles Structure Texture Consistence Boundary Roots GPD/fit in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed ,Trench Boring # Q-'5 /Yincr- 1 cs / v4©. Ground _ Depth to limiting > tj§r in. `7 Remarks: Boring # Ground elev. ft. Depth to limiting factor in. Remarks: SBD-8330 (R.9/98) a~ ELE:v A f 1 Q J sLO)Ot 3 f 72 L7~3 ELEV. S 4LC i6 LEV- / LEJ.-J ~~ivci~rn~,2 k ~lo'rE : No LDT Co~,ti1~ RS Nh~ [~L n~ I .