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HomeMy WebLinkAbout026-1137-09-000 (3) Department of Safety & Professional Services, Industry Services Division County St. Croix In accordance with SPS 383.21(2), 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 the Department of Safety and Professional Services. Personal information you provide may be used for secondary purposes in accordance with the Privacy Law, s. 15.04(1)(m), Stats. I. Application Information – Please Print All Information th Govt. Lot NW ¼, NW ¼, Section 21 New Richmond, WI 54016 (651) 587-5924 II. Type of Building (check all that apply) 09 ⊗ 1 or 2 Family Dwelling – Number of Bedrooms 3 bedroom ☐ Public/Commercial – Describe Use ☐ State Owned – Describe Use Golf View Estates Na ☐ City of ☐ Village of ⊗ Town of Richmond Na III. Type of POWTS Permit: (Check either “New” or “Replacement” and other applicable on line A. Check one box on line B. Complete line C if applicable.) A New System ⊗ Replacement System Other Modification to Existing System (explain) Additional Pretreatment Unit (explain) B. Holding Tank In-Ground (conventional) At-Grade Mound Individual Site Design Other Type (explain) C. Renewal Before Expiration Revision Change of Plumber Transfer to New Owner 420337 issued 8/20/2002 IV. Dispersal/Treatment Area and Tank Information: Tank Information Gallons Gallons Units Si t e Co n - V. Responsibility Statement I, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans. VI. County/Department Use Only Approved ☐ Disapproved ☐ Owner Given Reason for Denial $ Attach to complete plans for the system and submit to the County only on paper not less than 8 1/2 x 11 inches in size SBD-6398 (R. 03/22) Project Name:Ditlzer 3 Bedroom Replacement Conventional Dispersal Cell Owners Name:Chris & Heather Ditzler Owner's address:1496 111th St., New Richmond, WI 54016 Site address:Same Project Location: Subdivision:Lot 09, Plat of Golf View Acres Legal Description:NW1/4 NW1/4, Sec. 21, T.30N., R. 18W., Tn. ofRichmond, St. Croix Co., WI. Parcel ID #:026-1137-09-000 Page 1 Index and Title Sheet Page 2 Site Plan Page 3 Dispersal Cell Sizing Calculations Page 4 Dispersal Cell Cross Section Page 5 Page 6 Conventional POWTS Management Plan Page 7 Existing Septic Tank Certification Page 8 Sanitary System Ownership & Address Form Page 9 Parcel Map page 10 Warranty Deed Mater Plumber Restricted Service:Jim Thompson, DSPS Credential #30021 Signature:Date: Design pursuant to In-Ground Soil Absorption Component Manual for POWTS, version 2.1 SBD-10705-P (N.01/01) February 12, 2024 �D Q1Oyo/eer'o-6/e 5/ope EXISra- dis/D.ers4,1 two (Z7:ee7cAesat COn5 •E/k (,6e a( "" t-L. 5t ti'd �n bs�S. EXi✓6•�r � /Du /g9w7-,5 �e Cp/, ro 0 02. dmljased di v eSio/! valve CXrs6i� wceK:7&17 cre Ee Sere-6'c =av+%E eled.ar""kl t = 95.0y' &Vid, tYtu a Ele rl, _ 164 elo' a Sir' /QiWT.3 ,TpS�OeG�on ,Pe�oorf con? p/r�e.d ,,,1WOX AY Pam Qwan. i b,tdreon, Qifr, e.,6c gRraCiG O i0 cy,S6i,, �-j well A �17 9,- de e ca(e. mi Kew of ,, i°/aea7�9cres /IC-)W4Agw see. L/, T.3cm. 4016,0., O 10c/. -doZ4-1137-09-cam 6elI 2.07acrer P`o,00sed 6;3pr>s4/ee/% Z,(,C S fsce eit5/.ev' ('u(-de 5aa 11 l bt �#.lee� Ditzler 3 Bedroom Dispersal Cell Sizing Calculations 1. (3 bedrooms)(100 gallons estimated flow)(1.5 design factor) = 450.00 Gpd design flow 2. Infiltrative capacity of native soil = 0.7gpd/sq. ft. 3. Absorption area required: 642.86 sq. ft. 4. Absorption area as proposed: 654.40 sq. ft. (32 chambers + 2 pair end caps) Infiltrator “Quick 4” = 20.00 sq.ft. EISA per chamber, Infiltrator “Quick 4” end caps = 7.20 sq.ft, EISA/pair 642.86 sq. ft.- (7.2 x 2)/20.00 = 31.72 chambers required Number of trenches: 2 @ 16 chambers per trench (32 chambers total) Trench width: 2.83’ Trench length: 67.00’ Trench spacing: 9.00’ on center Total system area w/ 6’ trench spacing: 12’x 67’ Pg. 3 of 10 Pg . 4 of 10 Contact Infiltrator Water Technologies’ Technical Services Department for assistance at 1-800-221-4436 4 Business Park Road P.O. Box 768 Old Saybrook, CT 06475 860-577-7000 • Fax 860-577-7001 1-800-221-4436 www.infiltratorwater.com U.S. Patents: 4,759,661; 5,017,041; 5,156,488; 5,336,017; 5,401,116; 5,401,459; 5,511,903; 5,716,163; 5,588,778; 5,839,844 Canadian Patents: 1,329,959; 2,004,564 Other patents pending. Infiltrator, Equalizer, Quick4, and SideWinder are registered trademarks of Infiltrator Water Technologies. Infiltrator is a registered trademark in France. Infiltrator Water Technologies is a registered trademark in Mexico. Contour, MicroLeaching, PolyTuff, ChamberSpacer, MultiPort, PosiLock, QuickCut, QuickPlay, SnapLock and StraightLock are trademarks of Infiltrator Water Technologies. PolyLok is a trademark of PolyLok, Inc. TUF-TITE is a registered trademark of TUF-TITE, INC. Ultra-Rib is a trademark of IPEX Inc. © 2016 Infiltrator Water Technologies, LLC. All rights reserved. Printed in U.S.A.PLUS05 0816 Quick4 Plus™ Series INFILTRATOR WATER TECHNOLOGIES, LLC (“INFILTRATOR”) Infiltrator Water Technologies, LLC STANDARD LIMITED Drainfield WARRANTY (a) The structural integrity of each chamber, endcap, EZflow expanded polystyrene and/or other accessory manufactured by Infiltrator (“Units”), when installed and operated in a leachfield of an onsite septic system in accordance with Infiltrator’s instructions, is warranted to the original pur- chaser (“Holder”) against defective materials and workmanship for one year from the date that the septic permit is issued for the septic system containing the Units; provided, however, that if a septic permit is not required by applicable law, the warranty period will begin upon the date that installa- tion of the septic system commences. To exercise its warranty rights, Holder must notify Infiltrator in writing at its Corporate Headquarters in Old Saybrook, Connecticut within fifteen (15) days of the alleged defect. Infiltrator will supply replacement Units for Units determined by Infiltrator to be covered by this Limited Warranty. Infiltrator’s liability specifically excludes the cost of removal and/ or installation of the Units. (b) THE LIMITED WARRANTY AND REMEDIES IN SUBPARAGRAPH (a) ARE EXCLUSIVE. THERE ARE NO OTHER WARRANTIES WITH RESPECT TO THE UNITS, INCLUDING NO IMPLIED WARRANTIES OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE (c) This Limited Warranty shall be void if any part of the chamber system is manufactured by anyone other than Infiltrator. The Limited Warranty does not extend to incidental, consequential, special or indirect damages. Infiltrator shall not be liable for penalties or liquidated damages, including loss of production and profits, labor and materials, overhead costs, or other losses or expenses incurred by the Holder or any third party. Specifically excluded from Limited Warranty coverage are damage to the Units due to ordinary wear and tear, alteration, accident, misuse, abuse or neglect of the Units; the Units being subjected to vehicle traffic or other conditions which are not permitted by the instal- lation instructions; failure to maintain the minimum ground covers set forth in the installation instruc- tions; the placement of improper materials into the system containing the Units; failure of the Units or the septic system due to improper siting or improper sizing, excessive water usage, improper grease disposal, or improper operation; or any other event not caused by Infiltrator. This Limited Warranty shall be void if the Holder fails to comply with all of the terms set forth in this Limited Warranty. Further, in no event shall Infiltrator be responsible for any loss or damage to the Holder, the Units, or any third party resulting from installation or shipment, or from any product liability claims of Holder or any third party. For this Limited Warranty to apply, the Units must be installed in accordance with all site conditions required by state and local codes; all other applicable laws; and Infiltrator’s installation instructions. (d) No representative of Infiltrator has the authority to change or extend this Limited Warranty. No warranty applies to any party other than the original Holder. The above represents the Standard Limited Warranty offered by Infiltrator. A limited number of states and counties have different war- ranty requirements. Any purchaser of Units should contact Infiltrator’s Corporate Headquarters in Old Saybrook, Connecticut, prior to such purchase, to obtain a copy of the applicable warranty, and should carefully read that warranty prior to the purchase of Units. Quick4 Plus Standard Chamber ___________________________________________________________________________________ Quick4 Plus All-in-One 12 Endcap ________________________________________________________________________________ Quick4 Plus All-in-One Periscope ________________________ EFFECTIVE LENGTH48" 12" 34" QUICK4 PLUS ALL-IN-ONE PERISCOPE (360° SWIVEL) 12.7" INVERT PRESSURIZED PIPE DRILL POINTS LOCATIONS (2 PLACES) 33" 18" 8" INVERT 13" EFFECTIVE LENGTH48" 12" 34" FRONT VIEW SIDE VIEW EFFECTIVE LENGTH48" 12" 34" QUICK4 PLUS ALL-IN-ONE PERISCOPE (360° SWIVEL) 12.7" INVERT 6" 5"9" Pg. of 10 1 Pg. 5 of 10 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, Jim Thompson at (715) 248-7767 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 BOD5, 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 8 inches indicate an impending hydraulic failure requiring additional, more frequent monitoring. Effluent flow shall be alternated between dispersal cells on a two-year schedule by use of diversion valve. Effluent to be diverted from new cell to old dispersal cell at 4 year anniversary of new system in stallation. Old dispersal cell to be utilized for a 1 year period. Effluent dispersal to be alternated between systems on a two year rotating basis thereafter. Contingency Plan If any POWTS component becomes defective, the component shall be repaired or replaced to keep the system in proper operating condition. Excessive ponding within the dispersal cell will be eliminated by alternating the diversion valve between dispersal cells to bring the system into proper operating condition. If alternating cells does not result in a properly operating system, a new dispersal cell will be installed. Pg. 6 of 10 ST. CROIX COUNTY ZONING OFFICE CERTIFICATION STATEMENT FOR UTILIZATION OF EXISTING SEPTIC TANK(S) This is to certify that I have inspected the existing septic and/or dose tank presently serving the following residence: (Street address)_________________________________________ located at: _____ ¼, ____ ¼, Section ______, Town______N, Range_______W, Town of ____________________________, St. Croix County Wisconsin. Upon inspection, I certify that I have found the tank(s), to the best of my knowledge, will conform to the requirements of SPS. 384.25, and it (they) appear(s) to be functioning properly. Most recent date of inspection or service _________________________. Did flow back occur from absorption system? Yes____ No____ (if no, skip next line.) Approximate volume or length of time: ________ gallons _______ minutes Tank Capacity: __________ Construction: Prefab Concrete ______ Steel ______ Other _____________ Manufacturer (if known): ________________________________________ Age of Tank (if known): _________________________________________ Permit number (if known) ___________________ ______________________________ _____________________________ (Licensed Plumber Signature) (Print Name) ______________________________ _____________________________ (Title) (License Number) MP/MPRS ______________________________ (Date) Form to be completed by licensed plumber (Dept of Safety and Professional Services Chapter 305 and s. 145.06, Wisconsin Statutes) or licensed disposer (NR 113 Wisconsin Administrative Code) Rev. 2/2012 Pg. 7 of 10 Community Development Department – Land Use Division 715-386-4680 St. Croix County Government Center 715-245-4250 Fax cdd@sccwi.gov 1101 Carmichael Road, Hudson, WI 54016 www.sccwi.gov SANITARY SYSTEM OWNERSHIP/ADDRESS FORM Community Development Department will utilize this information to provide the property owner with information regarding operation and maintenance of your new or replacement sanitary system! This information will be provided as part of our ongoing efforts to protect public health, your well, groundwater, surface water, property values, and county resources. Once approved, this completed form and educational information will be sent to you by email. Owner/Buyer Mailing Address City/State/Zip Phone Number (required) Email Address (required) Parcel Identification Number (found on the property tax bill) Property Location _____ ¼ , _____ ¼ , Sec. _____, T _____N R_____W, Town of . Subdivision Plat: , Lot # _____. Certified Survey Map # , Volume , Page # . Warranty Deed # (before 2006)Volume , Page # . Number of bedrooms Spec house  yes  no Lot lines identifiable  yes  no New Property Address (Verification of new address required from Community Development Department for new construction.) / / (Staff Initials) (Date) This form must be submitted with all Private Onsite Water Treatment System (POWTS) applications. New System: Include with this form 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. NEW SYSTEM: LEGAL DESCRIPTION File #: ______________ Office Use Only Created 2/2021 OFFICE USE ONLY OWNER/BUYER INFORMATION Pg. 8 of 10 Pg. 9 of 10 Pg. 10 of 10 Wisconsin Department of Commerce SOIL EVALUATION REPORT Page I of Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code County CS- Attach complete site plan on paper not less than 81/2 x 11 inches in size. Plan must rol include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. percent slope, scale or dimensions, north arrow, and loca8on and distance to nearest road. Reviewed by Date Please print all ixjrh"on•L Personal information you provide may he used for s.o ri pu Law, s_ 15 4 (1) w nr ;.. Property Owner i :._ 0 Prope#y Location pl&ard e s p, ; G 41W 1 /4,41W 114 S z/ T ? N R E (or)29 Property Owner's Mailing Address Name or CSMtt ST GF Oq i "o . Cox 0(0 N o e Acres city gate Zip Nu . 4G Town Nearest Road t toil) 7 ! . - 1.Z` 5/ New Construction Use: ® Residential/ Number of bedio'o'rrtt;" Code derived design flow rate 4 5D Co00 GPD Replacement Public or commercial - Describe: Flood Plain elevation if applicable ft Parent material 0 v - hA3 a s General comments s y j -e v • 4G • 3 0 and recommendations:C(-e U. F1 BoringF - 1 Boring #q9: 8 a ft Depth to limiting factor I I in. pit Ground surface elev.P 9 Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Stricture Consistence Boundary Roots GPD/ff in.Munsell Qu. Sz. Cont Color Gr. Sz. Sh.Eff#1 Eff#2 l 0 - IZ IU 3 Z 5it k c Ivy 5 8 Z I2- z l 4 s;l 2 3 32 -113 t i')rrS i to .c7 F 2-1 Boring # Boring Pit Ground surface elev. 9V G 6 ft Depth to limiting factor Co in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fg in.Munsetl Qu. Sz. Cont Color Gr. Sz. Sh.Eff#1 Eff#2 I 0 -12 - IU 312 5• I r l-(-C5 IV 5 Z IZ -34 in q Iq s, 2 i;-S 014r46 Z Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 150 mg/L Effluent #2 = B013 30 mg/L and TSS < 30 mg/L CST Name (Please Print)Signature CST Number Ardour Schu ker C 2533cA Address Date Evaluation Conducted Telephone Number 21t3 80'* S • Somersc I 5-io2 S 9' -O/ Property Owner N e 150x,Parcel ID #Page 2 of 3 F 3] Boring # Boring Pit Ground surface elev. I sd ft Depth to limiting factor 5 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 l 0 -1z 10 Z SOl C5 l vc 5 8 2 2- 2 f S i d r r c 5 S`f cio Boring # Boring Pit 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 Eff#2 F-1 Boring # 1:1 Pit F1 Boring Ground surface elev.ft Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Stnx:ture Consistence Boundary Roots GPDM in.Munsell Qu. Sz Cont Color Gr. Sz. Sh.Eff#1 Eff#2 Effluent #1 = BOD > 30 < 220 rng/L and TSS >30 < 150 mg/L Effluent #2 = BOD < 30 mg1L and TSS < 30 mg1L 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. SBD -8330 (R.07/00) Y PAGE 3 OF3 NA ME AI e ISo^LOT# 9 LEGAL DESCRIPTION W ' /*W /. S Z T3o N,R fA E 1 "= X BM 1 ELEVATION 00 - U BM 1 DESCRIPTION BM 2 ELEVATION OD • U S C G Z BM 2 DESCRIPTION 92 SYSTEM ELEVATION 9G • 3 O ALTERNATE ELEVATION 9l0 " 3 C) CONTOUR ELEVATION Vo S /cam B w1 Z Va Slo()e 13-( f k- Q a - Z 54. SIGNATURE DATE