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F r Jisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division • r INSPECTION REPORT Sanitary Permit No: (ATTACH TO PERMIT) 5337 0 GENERAL INFORMATION State Plan ID No: Pernonal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. Holaer's Name: City Village X Township Parcel Tax No: Bra nstedt, Jeff Somerset Township 032 - 2132 -50 -000 CST BM Elev: Insp. BM Elev: BM Description: Section/Town /Range /Map No: D- U Q& J �/ 01.30.19.1174 TANK INFORMATION V ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic �02 S ��� Jr-� Benchm� � / 2 loo 1, ,Z Dosing AI. BM 1757--, G� V Aeration Bldg. She rarer 1 G Holding Ht Inlet /W qo. 3 TANK SETBACK INFORMATION St/Ht Outlet TANK TO f1L WELL BLDG. Vent to Air Int ROAD Dt Inlet Septic N , Dt Bottom y J V%. � > Dosing 2 y Header/ an. 2 Aeration Dist. Pipe . N �. foi 8 Holding Bot. Svsterrl Cl 7 -7 / Final a PUMP /SI N INFORMATION !� "f° a� D o D�• Z �,Maau%tf Demand St Cover / GPM Model Number 17. � TDH Lift Friction Loss System Head TDH Ft IS 2.(A .(0 2 Forcemain Lenr& I Dia. Dist. t o Well , -7 / SOIL AB ORPTIION SYSTEM BED/TRENCH Width No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS % S ' (( r— SETBACK SYSTEM TO P/L BLDG WE L LAKE/STREAiT LEA,CH Manufacturer. INFORMATION T S stem: CH R OR y y F4 0/ / UNI Model Number. DIST ION SYSTEM t PLC- ud 1h{ � — 7 S Header ifold Distributi x Hole Size x Hole Spacing Vent to Air Intak v Pipes) )i y l �/ Z "-f u Length Di Z Length 1 Spacing SOIL COVER Qy� r I em U �Xx Mound Or At -Grade Systems Only Depth Over Depth Over xx Depth of xx Seeded /Sodded xx Mulched Bed/Trench Center { [� Bed/Trench Edges Topsoil es [] No R4_ COMMENTS: (Include c e dis epencles, persons pre / sera , et�c I spection #1: Inspection #2 / ig Location: 882 174th Ave U wn (NE 1/4 SE 1/4 1 T30N R19W) Rocky Ridge Est tes Lot 6 Parcel No: 91.30 1, / 7 ^ 1.) Alt BM Description = 4 , �i 7z/ OAI YJ � - ill (/�t-l�G/llZ 2.) Bldg sewer length = � a amount of cover t✓ (� i Plan revision Required? I 1 Yes I L "o o Use other side for additional information. SBD -6710 (R.3/97) Date I sepctols Signature �/ NO Cert. No. � s �� `�,� , a � � �� i 4 � � �' � �� r't ,� � , .� �' � .� ,� 9 � S t „� l� �,,, � � s , �'„ �(� (� �- �' ��1 PROJECT Brant Jackson System PLOT PLAN ADDRESS 336 165th Ave Somerset Wi 54025 NE 1/4 SE 1 /4S 1 /T 30 N/R 19 W TOWN Somerset COUNTY ST. CROIX MPRS Shaun Bird 226900 DATE 9/2/04 BEDROOM 4 CONVENTIONAL AT -GRADE CONVENTIONAL LIFT HOLDING TANK MOUND XXX SEPTIC TANK SIZE 1255 gallons LIFT TANK SIZE DOSE TANK SIZE 765 HOLDING TANK SIZE LOAD RATE 1.0 ABSORPTION AREA 600 # of chambers none BENCHMARK V.R.P. Top of power box ASSUME ELEVATION 100' Filter Zabel A -100 ❑ BOREHOLE O WELL * H.R.P. same as benchmark B. M. * SYSTEM ELEVATION 99.6' 174th Ave (�no�.C� ) ; f 2"s Alt. B. M. is top of c telephone ped @ rading is to be done to T 100.0' B-3 di ert run -off away , aro system B_ F Well is o meet all acks found in Comm. 83 ..� B -5 9' B- 9 Please note: o ' inal tested area was cut 97' onstruc 'on, B-4 and B -5 were done (E to verify s . 1 con itions. Extra care is to be B-4 % 96 , done durin the pl wing phase to break up Slope the subsoi o preve t horizontal flows i t A elow Pro 4 Sys is remain Bedroom undis be House Huffcutt Combo tank Tank is to be properly bedded and provided with lockdown covers with approved warning labels 800' Property Line Scale = 1/4" = 10' Safety an ildl Division County 201 W. Was hi e., .O. Box 7162 lln- M., N) isconsin Madiso , - MY P t Number (to be filled in by Co.) Department of Commerce ( 26 1 !a 3 3 �StACe Plan D. Number Sanitary Permit Application t P ) �U In aawrd with Comm 83.21, Wis. Adm. Code, personal information you p de 16 -� y g Z 0 may be used for secondary purposes Privacy Law, s 15.04(1 xm) j C i U i i Ik Add s (if different than mailing address) G O FICE I. Application Information - Please Print All Information "" '°°° g2 - I Property Owner's 1 # # Block # f U 3�1 -Z (3 2 b 'C Property owner s Mailing Addresi 1 6 � 9 / S perry I,oca ti / section �' 1 city, State I Zip Code Phone Number N: or ]ELL a of Building (check all that apply) Kor - 0 Family Dwelling - Number of Bedrooms - Subdivision N N C CSM Nu I / PubliclCommercial- Describe Use `/ r � g 75 I V'q of State Owned - Describe Use City— / 11L Type of Permit: (Check only one box online A. Complete line B if applicable) A System Replacement System Treatment(Holding Tank Replacement Only Other Modification to FWs6ng System B • Permit Renewal - 5 itRion T Change of Permit Transfer to New Ust Previous Permit Number and Date Issued Before Expiration \ Plumber Owner < -J �Z W. a of POWTS System: (Check all that appl _ / Non - Pressurized In- Ground Aund > 24 in. of suitable soil Mound < 24 in. of suitable soil At -Grade Single Pass Sand Filter Constnmcted Wetland Pressurized in- Ground Holding Tank Peat Filter Aerobic Treatment Unit Recirculating Sand Filter 2 Recircirlating Synthetic Media Fil ter I.raching Chamber Drip Lane Gravel4ess Pipe Other (explain) V. Dispersalffreatment Area Information: ; a.P' Design Flow (gpd) Design Soil Application Rate(gpds0 Disposal Area Required (sf) Dispersal Area Proposed (s System evati ` r:%0 L 4'a® L�. 6 (QO VI. Tank Info Capacity in Total Number Manufacturer Prefab Steel F antic Gallons Gallons of Units Concrete Constru ass New Existing q Tanks Tanks Septic or Holding Tank V � Aerobic Treatment Unit Dosing C7simber VII. Responsibility Statement- I, the anderslgn a responsibility for installation of the POWTS shown on the aftwhedplans. Pl� (Print) Plumber' store Mu � Busi Ph u r Plumber's Address (Street, City, State, ) IM i 7 VIII. Coon /De artment use Onl T anitary Permit Fee (includes Groundwater Date Lssued , S , ign na atture nr ) Appmv Disapproved t harge Fee) 7 q /2�/� Owner Given Reason for Denial (J LC. Conditions of ApprovaVReasons for Disapproval CGti1� (.dYZ G�it�! -ywf CLttvn. �� y� ztizt� / Attach co aillete Plans (to the County Doty) for the on per�at I ss than 8112 x 11 inches in size "� -7' � a -sue w� , Safety and Buildings 4003 N KINNEY COULEE RD commerce.Wl.gov LA CROSSE WI 54601 -1831 TDD #: (608) 264 -8777 i s co n s i n www.wiscon iscon govsb, Department of Commerce isconsin.gov Jim Doyle, Governor Cory L. Nettles, Secretary September 14, 2004 CUST ID No.226900 ATTN: POWTS Inspector SHAUN R BIRD ZONING OFFICE BIRD PLUMBING, INC ST CROIX COUNTY SPIA 1008 192 ND AVE 1101 CARMICHAEL RD NEW RICHMOND WI 54017 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 09/14/2006 Identification Numbers Transaction ID No. 1058820 SITE• Site ID No. 685803 Brant Jackson Please refer to both identification numbers. 174TH Ave Lot 6 above, in all correspondence with the agency. Town of Somerset St Croix County NEIA, SETA, S1, T30N, R19W Lot: 6, Subdivision: Rocky Ridge Estates FOR: Description: Four Bedroom Mound System Object Type: POWTS Component Manual Regulated Object ID No.: 966666 Revision; Maintenance required; 600 GPD. Flow rate; 24 in Soil minimum depth to limiting factor from original grade; System: Mound Component Manual - Version 2.0, SBD- 10691 -P IN. 01 /01), Pressure Distribution Component Manual - Version 2.0, SBD - 10706 -P (N.01 /O1); Biofilter 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. COlJA No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s.145.06, stats. APPR The following conditions shall be met during construction or installation and prior to occupancy or use: DEYARTMENT, M OF I General Approval Requirements: ,, • This system is to be constructed and located in accordance with the enclosed approved plans and with the SEE CORfZE! "Mound Component Manual for Private Onsite Wastewater Systems VERSION 2.0" SBD - 10691 -P (N.01 /O1) and the "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems VERSION 2.0" SBD- 10706 -P (N.01 /01). • The approved changes will become an addendum to the plans previously approved. All other portions of the installation shall conform to the original approval. • Per manual cited above, limited activities are allowed in the area 15 feet down slope of the component area. Soil compaction, excavation, vehicular traffic and other similar activities that impact the treatment and dispersal are prohibited. • 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 SHAUN R BIRD Page 2 9/14/2004 • 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. 145Z0(2)(d), Wis. Stat • Comm 83.22(7) A copy of the ate, rp oved 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. 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, Fee Required $ 75.00 Fee Received $ 60.00 Balance Due $ 15.00 Charles L Bratz Make Checks Payable To POWTS Reviewer II , Integrated Services Commerce. (608)789-7893, 7:45 am - 4:30 pm Monday - Friday WiSMART code: 7633 cbratz@commerce.state.wi.us cc: Leroy Jansk Wastewater Specialist, 715 Y Y. p � ( ) 726 -2544 V M Cover Page Shaun Bird Bird Plumbing Inc. 1008 192nd Ave New Richmond Wi 54017 715- 246 -4516 Date: 09/3/04 Owner: Brant Jackson Location:NE1 /4SE1 /4 S1 T30 N,R19W Lot 6 Rocky Ridge Estates 174th Ave System type: Mound System (revision) Manuals Used: Mound Component Manual Version 2.0 (01/31) Pressure Distribution Manual Version 2.0 (01/31) Page# 1. Cover Page 2. Mound Plot Plan 3. Mound Cross Section 4. Pipe Cross Section /Pipe Layout 5. Pump Chamber Cross Section ° �'l V 6. Pump Curve O P, �ME 7 -8. Maintance and Contigency plan ° s cs 9 -11. Soil test 'Po 4 Shaun Bird Signature License numby E CE��ED R SEP � 2004 & B a SAFETY & System PLOT PLAN PROJECT Brant Jackson ADDRESS 336 165th Ave Somerset Wi 54025 NE 1/4 SE 1 /4S 1 /T 30 N/R 19 W TOWN Somerset COUNTY ST. CROIX MPRS Shaun Bird 226900 DATE 9 /2/04 BEDROOM 4 CONVENTIONAL AT -GRADE CONVENTIONAL LIFT HOLDING TANK MOUND XXX SEPTIC TANK SIZE 1255 gallons LIFT TANK SIZE DOSE TANK SIZE 765 HOLDING TANK SIZE LOAD RATE 1.0 ABSORPTION AREA 600 # of chambers none BENCHMARK V.R.P. Top of power box ASSUME ELEVATION 100' Filter Zabel A -100 ❑ BOREHOLE O WELL *H.R.P. same as benchmark * SYSTEM ELEV 99.6' B. M. v oN VU 174th Ave Alt. B.M. is top of �� "•D telephone ped @ Grading is to be done to 100.0' B-3 divert run -off away from system B' Well is to meet all setbacks found in Comm. 83 B -5 99' B -2 Please note: original tested area was cut 97' during construction, B -4 and B -5 were done 6 to verify soil conditions. Extra care is to be B -4 10% 96' done during the plowing phase to break up Slope the subsoil to prevent horizontal flows Area 15' below Pro 4 system is to remain Bedroom undisturbed House Huffcutt Combo tank Tank is to be properly bedded and provided with lockdown covers with approved warning labels 800' Property Line Scale = 1/4" = 1 y Designer Date Non -woven Filter Fabric 4 Observation Pipe Perforated �,Distribution Pipe Below Filter Fabric ASTK C -33 send }H Topsoil E Q c = - r % Slope IL Force Moin \�Fiov Bed Of tf� 2 �2 Layer Drain Rock From Pump Y f E Cross Section Of A Mound 'System Usin F jJ A Bed For The Absorption Area G A � Ft g 5 F t . Gt/ I <v Ft. / J 6 Ft. r Ft. ��a _.. '� �s L Ft. u r Ft. L 4. Is Pipe- -,,,, Q A 1 Force Main �° 1• - - - - -- -- _----- - - - - -- ----------------- _ From Pump to L 3 r Distribution --7 8ed Of / P — Z , " 2 * Pi pe Drain RocK 4Observation Pip - -�C��� Permanent Marker P �51 - f �'�� Lj '-� 15 3f >'' A Pi Pe or Rods Pion View Of Mound Usi ng A Bed For The Absorption Arco ' 1 Perforated Pipe Detoit End Viowt �PerlorateG �: , PVC P•De e Kars Lotaeed 0 Borrom• Are ERyoi $0 * ! �I D r Pvc Force Moir A S fiRST BOLL t+1tiX7 r 0 Ca>zt1e }'o� PVC Monitow Pipe �4S'f'f� D � ' � Oisrriout�an Pipe I- DistriDvtion Pipe Layout P Ft. R F#. X 0 Inches Y L 9 Inches, Sig ned: H ole Diameter 2 --Inch Lateral Z- ' Inch (es) License Number: Manifold -- Inches Date: Force Main � Inches # of holes /pipe Invert Elevation of LateralV Ft. SpCCIr ICATIONS CR455 SECTI G PTIC T "K 5 Pul CSR 5 E RfjRW w£k� ApPRQV ED ,+ ZN. AB0 ,j E :GRADE Ju HCTCO14 B O X MMOOLE COYER V 'ENT pIPE lZ W,'TK W/ PADLOCK 6 `+ G * FRpK D00R.IN33ps� 4R WARtfi�iG LABEL AI ZM ?ARE • t u KZ14 FRESH* � E PINS GR s ; ,IV � LET ,.... -- l GHT j E W ITH N i I NLET SEA 1 A s£w � • ; Jai1rRS WATER TIG ALri L ESQ PIPE _ B - , � SOLID�SOII ApPtED + C I FF plpf 3" SOIL Om SOLID PIP OFF ELEV ` T D EIS D=D�X6 VUD Eg. TAi+F3C/ Cor4CRETE PAD 3 � ApFR pY _CZFZCAT DL'3SE$ ?EI{ vAY = ���PqE DI R IG / GAL• .� C / DOSE E zrzcs SEPTZ I . AC �JR£ R : DOS �f' s CAL. 'TANK 14.4vi �-- GAL • F L � I3�iCt�S = "•-f� SEPTIC GAL, Tl1141C g; , DOSE r� CAPACITI A 2 FICHES ' � 6!►L OA "IjurA EL �i+t43F.R'= C 7 ZNCNES = L M • 3 GA SW.tTclt �F�TiIRF.R = I L 14i WA PUMP DEL p�l�SP AL.�►,RM WlRvn AS PER 8 �" ' FEET SWICTC iGpm N fl aE gA ? E Z sTg Z g�TZ ON . "PE aa JJ• FEET REtIREfl D ;gCHAR D • . 7` �3 BEET llETWEEN PUMP OFF AND • - � FACTOR Gi. DIFFERENCE SUPPLY PR 5 ARE i3D.£T'• FRIC'TT�C KNEAD "7d5:- E + Mli p" SUPP X �p� , ,) FTC I y DY N + MIIIIMUl�I ETW - A DIArtE'Tm ----' + 6 FEET Ip'I£Itii�►L D h�E�SID�� 4� ?UM' TANK • i'TQi�In D h T Y� LICENSE SIGNED= _ - TOTAL DYNAMIC HEAD /CAPACITY PER MINUTE HEAD CAPACITY CURVE EFFLUENT AND OEWATERING MODEL 152/153 MODEL 152 153 W 50 Feet Meters Gol. Liters Gal. Liters 5 1.5 69 261 77 291 153 10 3.1 61 231 70 265 12- 40 2 15 4.6 53 201 61 231 a 20 - 6.1 44 157 52 197 30 25 7.6 34 129 42 159 z 8 30 9.1 23 87 33 125 ° 35 10.7 -- — 22 85 20 11 42 0 40 12.2 -- -- 4 Lock V olve: 13 8.0 F L (11.6. 44.0 F (13.4m) 10 014 sas 0 20 4 60 80 100 GALLONS 1 6 1/4 LITERS 0 80 160 240 320 3 27/32 7 1- 4e I 4 5/8 FLOW PER MINUTE CONSULT FACTORY FOR SPECIAL APPLICATIONS 3 27/32 Timed dosing panels available. `' 3 27/32 • 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 Qwik -Box available for outdoor installations. See FM 1420, • Over 130 °F. (54 0 C.) special quotation required. i I 1521153 Series 12 1/8 153 MOPELS C n 0 action ( i Model I Vohs -Ph I Mo Amps Simplex Duplex N152 115 1 1 Non 8.5 1 2or3 BN152 115 1 Auto 8.5 Included 2or3 sK2osr E152 230 1 Non 4.3 1 2 or 3 BEII 52 230 1 Auto 4.3 1 Included 2 or 3 N153 115 1 Non 10.5 1 2 or 3 SN153 115 1 Auto 10.5 Included 2or3 SELECTION GUIDE E153 230 1 Non 5.3 1 2or3 1. Single piggyback variable level float switch or double piggyback variable level float 8E153 230 1 Auto 5.3 Included 2 or 3 switch. Refer to FM0477. I A CAU'noN 2. See FM0712 for correct model of Electrical Alternator E-Pak. All installation of controls, protection devices and wiring should be done by a qualified 3. Variable level control switch 10 -0225 used as a control activator, specify duplex (3) licensed electrician. All electrical and safety codes should be followed including the most 4 recent National Electric Code (NEC) and the occupational Safety and Health Act (OSHA). Or () float system. RESERVE POWERED DESIGN For unusual conditio safe factor is engineered into the design of every Zoeller pump. a reserve safet MAIL TO: P.O. BOX 16347 Louisville, KY 40256-0347 Manufacturersof. . SHIP TO: 3649 Cane Run Road ® Louisville, KY 40211.1961 Q�rat✓rrPuesys S.vcE /939 (502) 778 -2731. 1(800) 928 -PUMP http //www.zoel/er.com PUMP cloy. FAX (502) 774 -3624 0 Copyright 2000 Zoeller Co. All rights reserved. 039 /130.[q.11 - 71 4sconsinDepartmentofComme RECE1VE4IL VALUATION REPORT Page of 3 Division of Safety and Buildings k�cordarce,+rµtp�omm 5, Wis. Adm. Code d `` (�� �(JJ County Attach complete site plan on pa r not less than 8 1/2 x 11 inches ' size. Plan must include, but not limited to: verG and 'I'F�fl�Cef'lfi� mi (B ), direction and Parcel I.D. ' percent slope, scale or dimensio s, nortM�ar4t�on and stance to nearest road. Please print all inn orma� ion. eviewe y Date Personal information you provide may be used for secondary purposes (Privacy taw, s. 15.04 (1) (m)). �} Property Owner Property Location Govt. Lot �l 1 /4�1 /4 S T 3 N R r E (or) Property Owner's Mailing Address Lot # Block # Subd. Name or csC # ?, 3 City State Zip Code Phone Nu ❑ Village ,RUkwn Nearest Road Sao c ) �? 1171 New Constr Udential I Number of bedrooms Code derived design flow rate GPD ❑ Replacemenlic or commercial - Describe: Parent material Flood Plain elevation if applicable General continents and recommendations: 10 6 � Boring # ❑ Boring fZ it Ground surface elev. ft. Depth to limiting factor _ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 I 'Eff#2 D �^ . iiL 4d&P Lea' © Boring # ❑ Boring T t Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munselt Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 6 - Sr Yn5 x 12-, 0 . , Effluent #1 = BOD > 30 1 220 mg/L and TSS >30 1 150 ' Effluent #2 = BOD 1 30 mg/L and TSS < 30 nVL CST Name (Please Print) CST Number S' re Bird Plumbing, Inc. Shaun Bird 226900 Address Date Evaluation Cgnducted Telephone Number 1008 192nd Ave, New Richmond, WI 54017 �� �� 715- 246 -4516 t Property Owner _ Parcel ID # Page of F-1 Boring # [) Boring Cl Pit Ground surface elev. ft. Depth to limiting factor in. Soil App111i caton Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDKf in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 ❑ Boring # ❑ Boring ❑ pit Ground surface elev. ft. Depth to limiting factor in. Soil lication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 F - 1 ❑Boring Boring # Ground surface elev. ft. Depth to limiting factor in. ❑ Pit Soil Application Rate Horizon Depth Dominant Color Redox Description. Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 Effluent #1 = BOD > 30 1220 mg/L and TSS >30 < 150 mgA- ' Effluent #2 = BOD < 30 mgll- and TSS < 30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608- 266 -3151 or TTY 608 -264 -8777. sao -eaw (e.6/00) ' Soil Test Plot Plan, Project Name BrandtJackson Sha it Address 336 165th Ave Somerset Wi 54025 M #22690 Lot 6 Subdivision Rocky Ridge Date 9/3/04 NE 1/4 SE 1/4S 1 T 30 N/R 1 9 W Township Somerset Boring Q Well PL Property Line County ST. CROIX BM or VRP Assume Elevation 100 ft. Top of Power Box System Elevation 97.7' *HRPSameasBenchmark Alt. B.M. is top of B M * telephone ped @ 174th Ave 100.0 t�[.t5.ivt. B -3 B- B -5 99' B -2 97' B 96.7' 10% 96' Slope Area 15' below Pro 4 system is to remain Bedroom undisturbed House Please note: original tested area was cut during construction, B-4 and B -5 were done to verify soil conditions. Extra care is to be done during the plowing phase to break up the subsoil to prevent horizontal flows 800' Property Line Scale = 1/4" = 10 I _ E IJ�N Page L of O1NN ER'S MANUAL & MANAGENI NT P pOWT S SYSTEM SPECtfiCATiONS al Cl NA S Tank Cap a NA INFORMATION •c Tank Manufacturer F[l E Sept► NA Owner PeRittt 3 Effl Filte Mctaurer p NA Efi9uent F11W Mods NA pEMON P � d NA S` al Q Number of bedrooms 'Pump-Tank Capacity NA Number of Co mM Units p Tank Manufadu 'er slid ManuM E f1MV (average? ai/d ' . Pu m —� ❑ NA Esbimitsd x t _3) p Model .( . / slid Rte P cef� Design t10�K / � an ent U O Pea Fi lter (te f v t Sou APP�flOn Raw Monthly average p sand(Grev I Filter p Wetland Influertf/Effluent Qusr[ty _ mg/L p N1e�anicat Aera . C3 Other. Fats,.0it b areaSe (F OD) � ��' ❑Disinfection kat Oxygen Demand ( SS) st50 m � Manufacturer 8iodtieT� SusPsn� Solids (T a pispersal Cetl(s) ❑ 1 - ground (pressurized) Monthly averag " o In-g tautly) Pr tad Effluent Quar[ty round (g �u n ( s) S30 rng/L a At-grade p 0 er en O 0 mgn- the 53 ri Biochemical.Susp .Susp Solids (TSS) I400m1 0 D Total S uspe metric mean) 5� 0` Valu t7P for domestic (noR°71er�Q'"AS�'"'aw an0 Conform (gam diameter is e ffluent. r. Fecal Y i nch di Effluent PaftjGe Site . .. values tYP� for Prot�w'" Service Frequency MALNTE CE SCHEDULE ar(s) (Maximum 3 yrs.) Service Event o months At least once e very tank volume ` and scum equals on$ - third (�) of tan tnspeacondidon of tan k(S) When combined sludge 1 months r(s) (Maximum 3 Yis-) Pump out contents of tanks) At least once every - months ac(s) }Sill oell(s) once every r K p Inspect dispe At (east p months NA s) Clean effluent f �Iter At least once every Q months eaq Q NA Inspect PUMP PUMP contro►s 8� alarm At feast once every [3 year($) p NA pressure test e p months Flush laterals end P At least once ev ry t7 months in yew O NA od+w. At lea once every 01tw- istrative Code• licenses or U1r1•IpNS an ind'Nldual carrying cne of the #oilawinM9 ntalner. Septage MA CE INSTR rsat calls shall be made by r pQ �- g inspector. POWTSan missing or broken of tanks and �P plumber Restricted $e`"m f the tank($) to iden*Il y for any back UP tnspedions Master plumber. Master m and to check � �. ns must include a visual inspection o e and inspected the effluent Weis C Mc O Poor• Tank inspectio asure the volume of combined sludg of effluent on the nardwam, iden" any packs or leaks. me Th dispersal vett(s) shall b visu surface - o pondtng autt►oAty- or wing of effluent the ground S fo n ponding of effiusnt on the 9 the pipes and to check no ti fication of the local regulatory in the observatio^ condition and requires the immediate not, surface may indicate a faring k uats one-third %) Or more Of the acco rdance t ch. NR grog a and scum in any tan eq op e rator and disposed of in axo When the combined accumulation of studs a Septage Servicing with enfi#e corUnts of the tank shalt be removed by t went canponenM, and anY in Admin components, pretrea f 113, Vas i pressurized POWTS �mF° rformed by a OeRified P01NTS Maintainer. The 8efvicing of effluent filters. 'arnca event at intervals of 72 months or less. shall 1 d Of completion of any service other mairt6eenanoe or monitoring ulatory authority within 10 days A SWVO* report shall 'be provided to the l ocal reg p ro d u cts or Other resence pg P treatment tank($) for the p of aintin START UP AND OPERATION POVYT'S check. cell($). if high cortt�n tMWns are Or t0 use Of the o rotor prior to use. For never oottstrucbo#I, Pn atment ptOOess andfor damage the dispersa chem� that MBY I the ire a s eptage servicing Pe deteded h the contents of the tank(s) removed by Page t;at conditions are frozen at the infiltrative surface- is restores the excess g start up snail not csccur wh above normal Kwghwatet levels- When pow and may result in the System ics maY one larg the �fi( ) this sctuat►on have the contents of the pump tan by a � pump t$t� cs�( oett(LS:) in e dose, over k t was Powde ed to the Maintainer to wllt re d�' t To avoid m or canted a Plu mber 'or POWTS `" bacKuP r ce d of eftl o� Wer to the effluent pu P p ump t� B Sen cing oper&W I c to re store normal levers wimtn the F . disburb or compact, ae pia in operang Do not drive or park over, or ofi�erwise y over tanks and disperses Calls- tion area po not drive or pa sb of any mound or at -grade soil abs& a the performance and prolong the Gte Me area within 15 feet down pB from the wastewater stream may, Imp ;dental floss. diaper u pon or et- irninatior+ of the jollaP.c agmde butts. condoms; cotton svrrab : asoline; greaser herbicides; meat of the POW'TS: antibiotics; baby ump) vsrate . fruit and vegetable peel d water softener brine. d fair foundadon dtatn (PU trcbra pesticides; san it a ry napkins; tamps craps. k aflons, CC pautting p ' s ' shad � taken to insure that the ASANDONMMi =ice falls andlor is Pemtaner Y laKen out of service the fol 3.33, steps Sin Adrnlnlstr aff" When Code the Pi s in oomPlianCe with Comm 83.33,n s seated item is pro perty $rid safeiY abandon disconnected and the abandoned pipe openings e Servicing Operator. Ali piping to tanks and pits shall -be ernoyed or p,err ers'°ved and the void space disposed of by a Septag The contents of an ta<nxs and plts shall be rerrroved and and remov propert In a[t tanks and Pte' shah be excavated movers r After pump 4 , ravel or another inert solid mat eria l - filled with soli. gravel the location to provide a code CONTINGENCY PLAN aired the following measures have been, or must be taken, p if the POWTS fails entsystem:� rep compliant roPleCem has been evaluated and may be ut[lized ' of a reps and should not rB Iaoemont should be Protected from disturbance and comps O A suitable . P ,� rep l a cement area sect s �dure, tot tines and wells- Failure to a b s orption system. from etdstrng and proPo be infringed upon by required setts for a new soil and site °evaluatiost'to establish a suitable protect the .placement area will result in the need vrith the rules in effect at that time. replacement area Re�ent systems must compiY t area is not available due to setback a e� ng advan t h e f POWTSces in POWT O A suitable r+aplaoe g tank may be instailed as a last resort to P n failure of the POvVTS a soil and technoiogy a holding ta a suitable replacement area i f n e site has not been e.'W forrnetdo identify nation must be P�+�"'• " -- t° �� a suitable replacement area. if no re placement area is available a eval uation ort th tp replace e failed POVYTS• _ ix ins�Uo may be re d as a last Fes lace following holing remo vat o f the blomat at d tank may n Systems constructed in p nd and at -grade Soli sbson ns of such systems must comply t with the ru i effect at that time he lnflitf^ad►re swtacx- R���O <cV{(ARNi he In R T > NT TANKS NIAY CONTAIN LETHAL G kSSES ANDiOR INSUFFICIENT OXYGEN - SEPTIC, PUMP AND OTHER ip O l t DO NOT ENTER A S1!. MC, PUMP OR rj THE TREATMENT tTREATMENT TA TA UND NK MAY ANY CIRCUMSTANCES. DEATH MAY RESCUE OF A PERSON FROM TM OF A TA BE DIFFICULT OR IMPOSSIBLE RESULT.. . < / ADOMONAL COMMENTS ��iyV1Q a S S S , AINER MAI PIT P OVYTS _ POWTS INSTALLER Name <5 Name a_ Phone Phone J...3�— .3' x' CAL LATORY AUTHORiAUTHORITY LO KFG U SEPTAGE SERVICING OPERATOR PUMPER A9enCY Name) Phone Phone 71J —�— This doament mats tYatb of the Gmn LAM. M=uette and Waushara County Zoning and Sanitation. agendas. ment does not This dow wntwas darbd bythe . t and E3.5a(t ). (2) & (3), weaonsin AQmtnlsfrabve Code. use of this doai � (2101) the minimum mqutee"a" of dL Comm 83.22(2)(b)( X� (� guarantee Me performance of the ppYYTS. II ST CROIX COUNTY PENANCE AGREEMENT SEPTIC -T AND' ICATION FORM OWNERS Je_ -�' ,- - owner/Buye d� Mailing Address Address Property e d � Planning Department for new constcuctio �' J 5 (Verification requir /-� p ar cel Identification Numb 74) P C City /State LEGAL, DESCRIPTION W, Town of -� 1 / 1 �4, Sec. ��._s Property Location �._ / Lot #. Subdivision �— Page # Volume Certified Survey Map # , Page # olum Warranty Deed # 3(", no ❑ no Spec ho _. � Lot lines identifiable e wastes. Proper maintenance SY TEM MATKTENA tic system could result is its premature failure to handl y ou ut into the system doper use and ma of Your seP a licensed pumper. What Y P in out the septic task every three years or sooner, if needed by consists of Pump S as a treatmen stage in the waste disposal system. can affect the function, of the septic tank nt a certification form, sired by the owner and by a owner agrees to submit to St. Croix Zoning DepS that (1) the on -site wastewater disposal system The property o wner 1/3 full of sludge. lumber, restrictedplumber or a li cense the septic tank is less than masterplumberjo�� ction and pumping is in proper operating condition and(or (2) after inspe sal system with the standards ents and agre e to maintain the Private sewage dispo the undersigned have read the above re4 and the DepUt meat of Natural Resources, State t Wisconsin ffi Certificati o n 3 Uwe mm a St. Croix County set forth, herein, as set by the Department of ai leted and returned to th our septic system has been ma i n tained must be comp stating that y ���J_ three year cxp' Lion date. l l �lL DATE OF L lVRE ANT OWNER CERT'ICATION ' knowledge. I (we) am (are) the owner(s) of are I (we) certify that all statements on this fozmde� corded in Register of Deeds Office. op 4 y virtue of a warranty Z DATE SIG14AT[JR artrnent. Any information that is mis- represented may result in the sanitary pest being revoked by the Zoning P nty deed from the Register of Deeds office deed t�` Include with this app a copy a s tamped d warra the certified survey map if reference is made in the warranty U 2108P 520 �( STATE BAR OF WISCONSIN FORM 1 —1998 WARRANTY DEED '7 It2D, 5 6 3 6 Document Number KATHLEEN H. WALSH T made between Karl A Sko lund and REGISTER OF DEEDS Iem nsch ider in le Grantor, and effre J Bramstedt a ST. CROIX CO., MI Lisa M Bramstedt. bkjsband and Wife RECEIVED FOR RECORD Grantor aluable consideration conveys to Grantee the following - 1183V - 3ed real estate in St. Croix County State of 01/13/2003 09:30AN Wisconsin (the "Property "): EXEMPT # TRANS F FEE. 186. 00 CERT COPY FEE: Recordin wss s 1 Name and Return Address WESTCONSIN CREDIT UNION P.O. BOX 269 NEW RICHMOND, WI. 54017 032 - 2132 -50 -000 Parcel Identification Number (PIN) This _ is not homestead property. (is) (is not) LD6, ocky Ridge Estates. Together with all appurtenant rights, title and interests. None Grantor warrants that the title to the Properties good, indefeasible in simple fee and free and clear of encumbrances except Dated this f' day of January 2003 (SEAL) (SEAL) Karl A Skoglund U Timothy A Riemenschneider (SEAL) (SEAL) AUTHENTICATION ACKNOWLEDGMENT Signature(s) State of Wisconsin, } ss. St. Croix County authenticated this BLIC STAT OF WISCONSIN Personally came before me this ZL day of January 2003 the above named Karl A. Skoglund. sinale and Timothy A. Rlemenshneider, sinale to me known to be the person who TITLE: MEMBER STATE BAR OF WISCONSIN executed the 1 fo - regoing instrument and acknowledge the (if not, same' authorized a authorized by §706.06, Wis. Slats) r THIS INSTRUMENT WAS DRAFTED BY Gt.t Coldwell Banker Burnet Notary Public, State o isconsin 1301 Coulee Road Hudson, WI 54016 My commission )S perynanent. (If not, state expiration date: 2 -49650 8 � / JS2 J (Signatures may be authenticated or acknowledged. Both are not necessary.) ` Names of persons signing in any capacity must be ed or Drinted below their signature. STATE BAR OF WISCONSIN Wisconsin Legal Blank Co, Inc. WARRANTY DEED FORM No. 1 — 1998 Milwaukee, Wis. Safety and Buildings 4003 N KINNEY COULEE RD commerce LACROSSE WI 54601 -1831 i s c o n s i n . #: erce. A.gov/ b/ www.commerce.wi.gov /sb/ www.vfisconsin.gov Department of Commerce Jim Doyle, Governor Cory L. Nettles, Secretary September 14, 2004 CUST ID No.226900 ATTN.• POWTS Inspector SHAUN R BIRD ZONING OFFICE BIRD PLUMBING, INC ST CROIX COUNTY SPIA 1008 192 ND AVE 1101 CARMICHAEL RD L NEW RICHMOND WI 54017 HUDSON WI 5401 CONDITIONAL APPROVAL ov� a /�° PLAN APPROVAL EXPIRES: 09/14/2006 Identif at n Numbers Transaction lb No. 1058820 71rant Site ID No. 685803 j Jackson a� Please refer to both identification numbers, above, in all Town of Somerset correspondence with the agency. St Croix County NE1 /4, SE1 /4, S1, T30N, R19W Lot: 6, Subdivision: Rocky Ridge Estates FOR: Description: Four Bedroom Mound System Object Type: POWTS Component Manual Regulated Object ID No.: 966666 Revision; Maintenance required; 600 GPD Flow rate; 24 in Soil minimum depth to limiting factor from original grade; System: Mound Component Manual - Version 2.0, SBD- 10691 -P (N.01 /01), Pressure Distribution Component Manual - Version 2.0, SBD- 10706 -P (N.01 /01); Biofilter 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. No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s.145.06, stats. 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.01 /01) and the "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems VERSION 2.0" SBD - 10706 -P (N.01 /01). SHAUN R BIRD Page 2 9/14/2004 • The approved changes will become an addendum to the plans previously approved. All other portions of the installation shall conform to the original approval. • Per manual cited above, limited activities are allowed in the area 15 feet down slope of the component area. Soil compaction, excavation, vehicular traffic and other similar activities that impact the treatment and dispersal are prohibited. • 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 • 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. 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. SHAUN R BIRD Page 3 9/14/2004 Sincerely, Fee Required $ 75.00 Fee Received $ 60.00 Balance Due $ 15.00 Charles L Bratz Make Checks Payable To POWTS Reviewer 11, Integrated Services Commerce. (608)789 -7893 , 7:45 am - 4:30 pm Monday -Friday WiSMART code: 7633 cbratz@commerce.state.wi.us cc: Leroy G Jansky, Wastewater Specialist, (715) 726 -2544 o ? 6, 0 J 2 i ! § . 2/ 0 m i \ / \ 2 \' \ƒ E\K2< k ` M 4�5 0 Uc / \ / E Cl) z > 2 E \' / A 3 '$ E \ o > 0 m \ N + k£\ . z o, §nr@ ° o � M "a 0 o } \ ` 0 0 / !t ac (a Ch 2 a "a o 0 I i C k I § \ E = m . � ■ g / > o / ƒ ) a o g § § . 2\\ Eg} 9 ƒ§I 2 ; \ 2 0 -q CA \ 8 ® g $ \ = a rr fzo 0o E R2 gR 0 CD ° § \ $ . § I � M \ ® { \ k 3 � _ E \ § %\/ C= £ = /(727 % . CD P) E m ` a E$ E ! a . eE 0 f $� \ \ 2] s § G . . E @ CL ¢ , n $ \ . § / $ � [ \ k-j r { \ � \ C % % a, 2 ST. CROIX COUNTY bow� WISCONSIN MAW ZONING DEPARTMENT •�\ /tN /Nutt■ '- M��tr ST. CROIX COUNTY GOVERNMENT CENTER 1101 Carmichael Road Hudson, WI 54016 -7710 Phone: (715) 386 -4680 Fax (715) 386 -4686 Memo to File From: Pam Qui n Date: 8/19/20 Re: Lot 6 Rocky Ridge Estates, Somerset — mound area damage verification Sanitary Permit #453378 was issued for this lot on July 12, 2004. The mound design was based on an updated soil report completed by Shaun Bird on 6/26/04. The soil borings indicated that massive sandy loam containing faint/fine /few mottles was observed at approximately 24 inches below the surface. The mound design required 12 inches of sand fill to create the minimum 36" of treatment below the system elevation. On 8/17/04, I inspected the proposed mound location with Shaun Bird to evaluate the extent of damage done during construction of the house foundation and excavation to create the driveway. Apparently the excavator was given permission to scrape off the upper soil horizon within the building setback, which included most of the proposed mound site. Tracks from tractor tires were still visible and the remaining soil has been altered from the original condition documented in the soil report. Shaun and I dug into an area along the 97.0 ft. contour (based on the soil report's benchmark of 100.0') and found that massive sandy loams were encountered at approximately 12 inches deep. Although mottling was not evident in our hand -dug boring, it appears that the mound location and design will have to be revised. I reviewed soil reports for adjacent Lots 5 and 7, where the tested areas were also in the front 100' building setback, approximately 50 feet in from the road. Both reports documented a 5 -6 inch first horizon of 10 YR 3/2 weak sub - angular blocky sandy loam, which is now missing from the soil profile on Lot 6. These two tested areas are approximately 150 feet in either direction from the damaged mound site on Lot 6. Lot 5 reported mottling in a massive silt loam horizon at 27 to 40 inches below grade. I discussed this situation with Leroy Jansky, Dept. of Commerce Regional Wastewater Specialist after the site inspection and he recommended that Shaun do additional borings to determine actual depth to limiting factors and whether or not massive sandy loams or silt loams were within 12 inches from the surface. Massive sandy loams have been assigned a soil application rate of 0.2 gpd/ft and massive silt loam is rated 0.0 gpd/ft in Comm 83.44 -2, effective as of 2/1/04. The amount of sand fill required and the linear loading rate used for the mound basal area depend on this information. I ' Page Two — Lot 6 Rocky Ridge Estates As a condition of this revised mound design, the excavator /installer will have to use a chisel -type implement to break up the compaction caused by heavy equipment and vehicles. These are available locally and can be attached with a pin to the frost tooth. A copy of this memo will be attached to the permit file and mound installation must wait until the revised mound plan has received state approval. A revised sanitary application must also be approved prior to installation. Cc: Jeff Bramstedt, property owner Shaun Bird, POWTS Installer and system designer Leroy Jansky, Dept. of Commerce Wastewater Specialist ( f;kyeD) t,,-'file 9 ` PLOT PLAN /PRS Brant Jackson ADDRESS 336 165th Ave Somerset Wi 54025 SE 1 /4S 1 /T 30 N/R 19 W TOWN Somerset COUNTY ST. CROIX 6/26/04 4 aun Bir d 226900 DATE _ BEDROOM CONVENTIONAL AT -GRADE CONVENTIONAL LIFT HOLDING TANK MOUND XXX SEPTIC TANK SIZE 1255 gallons LIFT TANK SIZE DOSE TANK SIZE 765 HOLDING TANK SIZE LOAD RATE 1 ABSORPTION AREA 600 # of chambers none IL BENCHMARK V.R.P. Top of power box C : g�) ASSUME ELEVATION l oo_ Filter Zabel A -100 ❑ BOREHOLE O WELL *H. R. P same as benchmark B.M. SYSTEM ELEVATION 99.6' 174th Ave It. B is top of - telephone ped @ Grading is to be done to 1 00.0' B-3 divert run -off away from system ell i to meet all B /V setbacks found in 4-P Yd C Comm. 83 bp✓v 5 99' 98.6' 10% B -2 97' 13u4- rv�e 1��bY. Slope Huffcutt Combo tank Area 15' below Pro 4 system is to remain Bedroom undisturbed Tank is to be properly House bedded and provided with lockdown covers with approved warning labels 800' Property Line Scale = 1/4" = 10' 1 t ► Safety and Buildings Division County �. 201 W. Washington Ave., P.O. Box 7162 ' 1 7� N V Il isconsin Madison, WI 53707 - 7162 Sanitary Per Number (to be filled by Co.) (608) 266 -3151 3 3 �. D artment of Commerce jK ,S tate R&n I.D. Number Sanitary Permit Ap 0 hc9dl. 1 F t-) In accord with Comm 83.21, Wis. Aden Code, personal information you provide i ) D a TQ� � 1 �' maybe used fo seooudary purposes Privac I aw, x1K ,5. lxm jest Address (if ditlaent than mailing address) s � L Application Information - Pl 'nt All Inf 7 y Zx-� Property owner's Name # Block # Ci Property Mailing Address Property Location / 3 .� 6.'5FVA, motion State Zip Code Phone Number J ( one s t� a X_ N; E W II, Type of Building (check all that apply) I ip S � Subdivision am CSMNNumber or 2 Family Dwelling - Number of I ms PublidCommercial - Describe Usp X ' t0 O c State Owned - Describe Use � S qty_ / p o�L � III Type of Permit: (Check only one box on line A. Corklete line B if pplicable) O 32 - Z,132- _50 -CM . ) ( .� A System Replacement System T oldi auk Replacement Only Other Modification to Existing sysl List s Permit B. Permit Renewal Permit Revision Change of Permit Transfer to New N Before Expiration Plumber Owner IV. Type of POWTS S (C a ll that a 1 Non - Pressurized la- Ground �vtound> 24 in. of suitable soil <24 is of suitable soil At Single Pass Sand Filter Constructed Weiland Pressurized ` In-Ground Holding Tank Peat RI Aerobic Treatment Unit Recirculating Sand Filter Recirculating Synthetic Media Filter Leaching Chamber Dri GM -less Pipe Otber (expo) V. Disperniffrwtinent Area Information Design blow (gpd) Design Soil Application RaWgpdst) Dis _ Area { Dispergal Am Proposed (st) System Elevati' a m Total Number Cj/ Manufacturer p/ V/ Prefab Site , Sued Fiber Plastic VI. Tanis Info Capacity crate Constructed Glass Gallons Gallons ofUni t'-leaL Q r4 - New Existing ' Tanks Tanks Sepdaor Hotdurg Tank ZS Aaabic Tteatmeat Unit Dosing Chambea VII. Res onsibill Statement- I, the and a responsibility for Installation of the POWTS shown on the attached as. Plumber's Name (Print) Plumbers MP/MPRS Number Business Phone Number, Plumbers Address t. City, s te. 7�p 7 VIII. Loan iDe t Use Only t Si are o stamps) Sanitary Permit Fee (includes Gramdwater Date Issued g roved pp Surcharge Fee) t 25V r 1 ven Reason 7 DL Conditions of ApprovalfReasons for Disapproval 3 / SYSTEM OWNER: l 1 Septic tank, effluent filter and dispersal cell must all be serviced / maintained as per management plan provided by plumber. 2. All setback requirements must be maintained as per applicable code /ordinances. Attach complde pleas (to the County only) tar the system oa papa not less than Un x 11 inches in size 1 ` Safety and Buildings 4003 N KINNEY COULEE RD commerce .Wl.gov LA CROSSE WI 54601 -1831 TDD #: (608) 264 -8777 isconsin www.commerce.statemi.us /sb Department of Commerce www.wisconsin.gov Jim Doyle, Governor Cory L. Nettles, Secretary July 01, 2004 CUST ID No.226900 ATTN: POWTS Inspector SHAUN R BIRD ZONING OFFICE BIRD PLUMBING, INC ST CROIX COUNTY SPIA 1008 192 ND AVE 1101 CARMICHAEL RD NEW RICHMOND WI 54017 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 07/01/2006 Identification Numbers Transaction ID No. 1015920 SITE: Site ID No. 685803 Brant Jackson Please refer to both identification numbers, 174TH Ave Lot 6 above, in all cor with the agency. Town of Somerset St Croix County NEI /4, SETA, S1, T30N, R19W Lot: 6, Subdivision: Rocky Ridge Estates FOR: Description: Four Bedroom Mound System Object Type: POWTS Component Manual Regulated Object ID No.: 966666 Maintenance required; 600 GPD Flow rate; 24 in Soil minimum depth to limiting factor from original grade; System: Mound Component Manual - Version 2.0, SBD- 10691 -P (N.01 /O1), Pressure Distribution Component Manual - Version 2.0, SBD - 10706 -P (N.01 /01); Biofilter 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. COrtdifitn No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s.145.06, PPMC stats. A The following conditions shall be met during construction or installation and prior to occupancy or use: - D EPARTMENT OF General Approval Requirements: N OF FTE� • This system is to be constructed and located in accordance with the enclosed approved plans and with the SEE CORRESF "Mound Component Manual for Private Onsite Wastewater Systems VERSION 2.0" SBD - 10691 -P (N.01 /O1) and the "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems VERSION 2.0" SBD- 10706 -P (N.01 /01). • The pump chosen for the design is at the limits of its capacity. If the total dynamic head is calculated to be higher, at the time of construction, a pump that meets or exceeds the system flow will need to be installed. • Per manual cited above, limited activities are allowed in the area 15 feet down slope of the component area. Soil compaction, excavation, vehicular traffic and other similar activities that impact the treatment and dispersal are prohibited. • 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 SHAUN R BIRD Page 2 7/1/04 • A Sanitary Permit must be obtained from the county where this project is located in accordance with the requirements of Sec. 145.135 and 145.19, Wis. Stats. • 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 Mans 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. 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, Fee Required $ 175.00 �l Fee Received $ 175.00 Balance Due $ 0.00 Charles L Bratz POWTS Reviewer 1I , Integrated Services WiSMART code: 7633 (608)789 -7893 , 7:45 am - 4:30 pm Monday - Friday cbratz @commerce. state. wi.us cc: Leroy G Jansky, Wastewater Specialist, (715) 726 -2544 Cover Page �� �Zo g � o� s 4o C *4O Vj Shaun Bird Bird Plumbing Inc. 1008 192nd Ave New Richmond Wi 54017 715- 246 -4516 Date: 06/6/04 Owner: Brant Jackson Location:NE1 /4SE1 /4 S1 T30 N,R19W Lot 6 Rocky Ridge Estates 174th Ave System type: Mound System Manuals Used: Mound Component Manual Version 2.0 (01/31) Pressure Distribution Manual Version 2.0 (01/31) Page# 1. Cover Page 2. Mound Plot Plan 3. Mound Cross Section 4. Pipe Cross Section /Pipe Layout 5. Pump Chamber Cross Section 'ally 6. Pump Curve ED 7 -8. Maintance and Contigency plan - OMMERCE nNn QING 9 -11. $011 test ONDEN Shaun Bird Signature ilk License number 6900 I PLOT PLAN PROJECT Brant Jackson ADDRESS 336 165th Ave Somerset Wi 54025 WE 114 SE 1 /4S 1 /T 30 N/R 19 W TOWN Somerset COUNTY ST. CROIX MPRS Shaun Bird 226900 DATE 6/26/04 BEDROOM 4 CONVENTIONAL AT -GRADE CONVENTIONAL LIFT HOLDING TANK MOUND XXX SEPTIC TANK SIZE 1255 gallons LIFT TANK SIZE DOSE TANK SIZE 765 HOLDING TANK SIZE LOAD RATE 1.0 ABSORPTION AREA 600 # of chambers none BENCHMARK V.R.P. Top of power box C _) 1 g J ASSUME ELEVATION loo Filter Zabel A -100 ❑ BOREHOLE • WELL 0 H.R.P. same as benchmark B M. * SYSTEM ELEVATION 99.6' 174th Ave It. B is top of telephone ped @ Grading is to be done to 1 00.0' B-3 divert run -off away from system 13- Well is to meet all setbacks found in Comm. 83 99 98.6' 10% Slope B-2 97' Huffcutt Combo tank Area 15' below Pro 4 system is to remain Bedroom undisturbed Tank is to be properly House bedded and provided with lockdown covers with approved warning labels 800' Property Line Sca {e = 1/4" = 10' Y Designer No 'Date Non -Woven Filter Fabric 4" Observation Pipe Perforated ,Distribution Pipt Below Filter Fabric ASTK C -33 Sand ' Topsoil � o_ �J E '` 16 % Slope Force N oin , \�Fi owe d Bed Of ff_- 2 � 2 Lover Drain Rock From Pump ' E Cross Section Of A Mound S sttm Using F o� A Bed For The Absorption Area G A Ft. 6 5 Ft. =T_ Ft. Ft L Ft. Z k r. 4 os L 4.'Observation Pipe - Force Main a "' l° r.��------- - - - - -- ----------- Pipe L -- - - - - -- rom Pump o Distribution ed Drai 4Obcervatian Pips= .-�Cttle_e) Perm �,��Pipe Plan View Of Mound Using A Bed Fo The Absorption Area PAGE_ OF Perforated Pipe 4e10ii 1 End View �Perto�orsa �: + PVC Pipe ��� �e Mates t.aeated On 8011oT. Are ERyany Spocea .r • ♦ e t w -� D PVC Force Main ftR9T 1+IOLL TtT�KT TO CannsG }'cr PVC M061010 Pipe O/f, Oistriout.an Pipe ?x r 2 _ � '' •��- Disiribut Pipe Layout p Ft. R 1 X 0 inches Y 2.._.,_ Inches,i Signed: Role Diameter J- - ) Inch Lateral u �-- Inch License Number: Manifold 'Z- Inches Da te: Force Main � inches # of hales /pipe Invert Flevdtion of Laterals/ Ft. gpEc:ii TCA 'PION$ - PUMP r_jlAti$'F.R CR QS S 5 £C T I C• ---• -� _ SEPTIC ILPRt�OF Eke OY ED w R •GRl°'DE � Ji33ICTI4� 80X APF . Z ., r4IH , aBgvE •T'H Ct?hDUIT �PADL�K S� PIPE 3 R WI Wf i C` VENT DOOR. W"Llow 4 KIRK LABEL FRESI 4iA ;rtT ` 4 Q L �• sY" FIIi� " _ R" E _.� is Mfli- s GAS- � EO INLET -. TIGHT ` T SEALS -- sEAr- • W PIS TIGHT �!. � L.ri • TER h F3tTE;R _ N SIC SOIL. C I FF APPROVED�j pipE 3` - DJ � ITT - ONTO SQLID ,JHp OE-T £LEV D SOIL V x pj g• TANx CONCRETE PAD 3'= AY�'R�ED BE'ODING SpvCIFTCATIONS -_ NT.IirIBEg DOSES ?£R DAY: �TC 1 DIW 91 j GAL - gEp'TS C ! DOSE g£8 : Gz -% C�L� � � o � ME F L�gpCK s ` . s G�►L - TAK 1 „4ANUFACW �-- GAI•• SEPTIC 6AL - A .' INCHES =- .--„�'_' TA�11K 5. TZ£5 DOSE " CAPAGIT _ � `° 8 - �.... ZI�IfES m^�iFAC CHE �3i[; =� --� MpDELKSgg: t-� _ INS _ ��..-- ;--� %jj,TCi TYPE= - �pR�tES� C� � ��FACiVRER = �,/ Z-- AS PER X LHR 16.23 L�l/►C +""" KpDEL DAlM"t = p, +,RM i�tIRIHG ; fig Z'+1'p£ = p�tliP FEET . ?IRE ii,, FEET T aZSC�RGE % ZWErN E ZnED AND REQti psult Off - • ON FACTOR t j PRE PR SURE £ IDyNAMIC F� / VER'�'3�'y gIF� CSU ;,� FT /1�00 MIN�N X TOTAL ETER _---- tt r4 F£FT .FORCEHAIH Dta - w aTN�....�— + , �; LENGTH � .�• T pZ£RH�►L DIME NS SONS 4� M? TAN LIgUID DAT£ = Now LICENS il�� TOTAL DYNAMIC HEAD /CAPACITY PER MINUTE HEAD CAPACITY CURVE EFFLUENT AND DEWATERING Ln MODES. 152/153 MODEL 152 153 W� 50 Feet Meters Gal. Liters Gal. Liters f ; LS 5 1.5 69 261 77 291 40 10 3.1 61 231 70 265 12 15 4.6 53 201 61 231 °� 20 - 6.1 44 167 52 197 30 CORRE PONDS CE 25 7.6 34 129 42 159 8 30 9.1 23 87 33 125 35 1 C. 7 -- -- 22 85 2p 0 40 12.2 -- -- 11 42 4 Lock Valve: 38.0 Ft. (11.6,n) Ft. (13.4m) 10 — 014508 0 20 4 60 80 100 GALLONS I I 6 1/4 LITERS 0 80 160 240 3 �0 3 27/32 I 4 5 / 8 FLOW PER MINUTE 3 27/32 CONSULT FACTORY FOR SPECIAL APPLICATIONS _ ® _I • Timed dosing panels available. - O® e 3 27/32 • 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 Qwik -Box available for outdoor installations. See FM1420. • Over 130 °F. (54 °C.) special quotation required. i I I 1521153 Series 12 ./8 1521153 MODELS Control Selection Model I Volts -P h Mo Amps Simplex Duplex 5 1/8 N152 115 1 Non 8.5 1 2or3 BN1521 115 1 Auto 8.5 Included 2 or 3 _� SK2064 E152 1 230 1 Non 4.3 1 2 or 3 BE152 230 1 Auto 4.3 Included 2 or 3 N153 115 1 Non 10.5 1 2 or 3 BN153 115 1 Auto 10.5 Included 2or3 SELECTION GUIDE E153 230 1 Non 5.3 1 2 or 3 1. Single piggyback variable level float switch or double piggyback variable level float BE153 230 1 Auto 5.3 Included 2 or 3 switch. Refer to FM0477. o CAUTION 2. See FM0712 for correct model of Electrical Alternator E -Pak. All installation of controls, protection devices and wiring should be done by a qualified 3. Variable level control switch 10 -0225 used as a control activator, specify duplex (3) licensed electrician. All electrical and safety codes should be followed including the most 4 recent National Electric Code (NEC) and the Occupational Safety and Health Act (OSHA). or () float s ystem. RESERVE POWERED DESIGN For unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump. MAIL T0: P.O. BOX 16347 Louisville, KY 40256 -0347 Manufacturers of. . Z SHIP TO: 3649 Cane Run Road ® Louisville, KY 40211 -1967 Qua /rrPUMPS S,M- /939 http: / /www.zoeller.com PUMP !O. (502) 778-2731 2) 7743624 PUMP 0 Copyright 2000 Zoeller Co. All rights reserved. s Wisconsin Department of Commerce SOIL EVALUATION REPORT Page of Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code County ` � 0-0)' Attach complete site plan on paper not less than 8 Oi- -434 -' include, but not limited to: vertical and horizontal reterenc0fif $ an Parcel I.D. percent slope, scale or dimensions, north arrow, and location tini1� i rice td'hearest�oad. p Please print all infgrmation. / ? R 'ewed by Date Personal information you provide may be used for secon�ary puroosee (PrivgcVLa4 404.04 (1)' m)). ` k , �.Z Property Owner Property cation l a (� � y . �, Govt. Lot ` 1 /4 S e t /4 S I T N R E (o W Property Owners Mailing Address Lot # Block # Subd. Name or CSM# 3 3 h /6 s �� City State Zip Code Phone Number ❑ C' ❑Village own Nearest Rd J �� (6�/) �? S 3 3 ..gyp c n� I New Construction Us sidential / Number of bedrooms Code derived design flow rate GPD ❑ Replacement - or commercial - Describe: Parent material y /�� Flood Plain elevation if applicable General comments e ��vGz / and recommendations: y ,(, �/ —�/6 r, �l���✓ S-I/�P Boring # Boring Pit Ground surface elev.&, �,7 ft. Depth to limiting factor �— in. Soil Appl ication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/FF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. �t 'Eff#1 •Eff#2 Z 1 5 136 mss -3 144 Boring Boring / # Pit Ground surface elev. / L G , ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 is J -m-- V14 a Cl Effluent #1 = BOD > 30 1 220 mg/L and TSS >30 < 150 ' Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) S' CST Number Bird Plumbing, Inc. Shaun Bird 226900 Address Date Evaluation Co ucted Telephone Number 1008 192nd Ave, New Richmond, WI 54017 -� 715 - 246 -4516 Property Owner _ Parcel ID # Page of IN Boring # Boring t� pit Ground surface elev. ft. Depth to limiting factor U in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color c Sz. Sh. 'Eff#1 'Eff#2 tq �. F -1 Boring # El [3 ❑ pit Ground surface elev. ft. Depth to limiting factor in. � EI : Eplicafion Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fP in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 Boring # ❑Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil ication Rate Horizon Depth Dominant Color Redox Description. Texture Structure Consistence Boundary Roots GPDAf in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Etf#2 Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608- 266 -3151 or TTY 608 -264 -8777. SBD8330 (RAM) Soil Test Plot Plan Project Name Brant,lackson Shaun Address 336 165th Ave Somerset Wi 54025 CSTA #226900 Lot 6 Subdivision rocky ridge Date 6/26/04 NE 1/4 SE 1/4S 1 T 30 N /R W Township Somerset Boring Q Well PL Property Line County ST. CROIX BM or VRP Assume Elevation 100 ft. Top of Power Box System Elevation 99.6' *HRPSame as Benchmark B. M. * 174th Ave Alt. B.M. is top of telephone ped @ 100.0' B-3 B- 99' 98.6' 0 Slope B-2 97' Pro 4 Bedroom House I 800' Property Line Scale = 1 /4" = 10' Wisconsin Department of Commerce SOIL AND SITE EVALUATION Division of Safety and Buildings Page of Bureau of Integraf'ed Services in ac Oce'vyitia JLHR 83.09, Wis. Adm. Code Attach complete site plan on paper not less than 8 1 )t �J inche S Plan m4' st' "\ County include but not limited to: vertical and horizontal r ere, hcce point.( iJJ ���� r.*4ion and' ` percent slope, scale or dimensions, north arrow, ao&i4ation and distance to nearest rQap. Parcel I.D. # zoo 6 16 APPLICANT INFORMATION - Please prinx all inf&hi4ftx. r Reviewed by Date! Personal information you provide may be used for secondar t purposes ^ s. 15.04 ()J (mll Pro pert c Owner ��11 0 ; . pp' / V y Location Y vt ,/ � U Ise P ,(/ �e�f O r/ \,,\ ` t. Lot � 1/4 �L- 1/4,S T ,?C,N,R I E (or s✓ Property Owner's Mailing Address Lot # Block# Subd. Name or CSM# / 73 1 N A SOLI City State Zip Code Phone Number ❑ City El Village El Town Nearest Road /ew 1?,'&4. -. --,1, e�, / 3 y0 /7 ( 71S ) N6' -5 lZ New Construction Use: ® Residential / Number of bedrooms 7 Addition to existing building ❑ Replacement T1 El Public or commercial - Describe: Code derived daily flow 600 gpd Recommended design loading rate bed, gpd /fi f trench, gpd /ft Absorption area required 5710 bed, ft2 SAO trench, ft 2 Maximum design loading rate ' y bed, gpd /ft I S trench, gpd/ft Recommended infiltration surface elevation(s) ft (as referred to site plan benchmark) Additional design /site considerations Parent material 616 %Wt it 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 Z U EIS ❑ U El ©U ❑ S ®U ❑ s ®u ❑ S ® U SOIL DESCRIPTION REPORT Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD /ft2 in. Munsell Ou. Sz. Cont. Color Gr. Sz. Sh. Bed Trench ms64 Div,!. c S 2 . V .S 2 - Z 6 /®t 2 [ S L hI Se�4- 197Wi Qs Z M Ground 6 I T 7Y3' b � -5 ZMS in-(: Ground 4 1 et ft. Depth to limiting factor ZG in. Remarks: Boring # _ y �orR N L lms k Awl 2 2 y l9 7 rP 2 3 -27 syI? vi r s� /M 5JA M P c w /M y s Ground 7 SO ,�Yf b �l T M f elev. I eft. Depth to limiting factor 21 in. Remarks: CST Name (Pleas Print) Signatur Telephone No. ri ci .� acne // �y?� ��� GG�� 7 1 -- z y7- _72492 Address Date CST Nu mber q�- 192c J-o� -er_s�r u�i Jyozs iy PROPERTY OWNER " TP /1 0n SOIL DESCRIPTION REPORT Page of PARCEL I.D.# 0-?2- Zvod- /a L o t Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots 2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench Ground -7 0 - Yf elev. 9G.8 ft. Depth t� "1 limiting factor 30 in. Remarks: Boring # Ground elev. ft. Depth to limiting factor in. Remarks: Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD /ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench Boring # ' Ground elev. ft. Depth to limiting factor in. Remarks: Boring # Ground elev. ft. Depth to limiting factor in. Remarks: SBD -8330 (R. 07/96) PROPERTY OWNER uJ��I /!/ /L'TP /JO SOIL DESCRIPTION REPORT 2 3" PARCEL LD.# d � a Zv�6_ /(J C�' t 6 Page of ' , Boring # Horizon Depth Dominant Color Mottles Structure 2 in. Munsell Qu. Sz. Cont. Color Texture Gr. Sz. Sh. Consistence Boundary Roots /0 S rn ��� C Bed ,Trench /'/ C Z . S 2 -30 7S y� y IV f�! /hv �-f 2/ . �' .s Ground Ql 7.-S ��� � tr —' � t V l Depth limiting factor 30 in. Remarks: Boring # Ground elev. ft. Depth to limiting factor in. Remarks: Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD /ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed , Trench Boring # Ground elev. ft. Depth to limiting factor in. 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