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042-1021-70-000 (2)
Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No: (ATTACH TO PERMIT) 597444 GENERAL INFORMATION State Plan ID No Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)) 2974587 Permit Holder's Name: City Village Township Parcel Tax No ROBERT & SANDRA CAMPBELL TOWN OF WARREN 042-1021-70-000 CST BM Elev: Insp. BM Elev: BM Description: Section/Town/Range/Map No: •L 08.29.18.125B TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic i 1C3 s CO Benchmark ~ TIr^~ t c Dosing Alt. Aeration Bldg. Sewer Holding St/Ht Inlet St/Ht Outlet TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic Dt Bottom Dosing -FTT- Header/Man. •n;z `Tr3.a Aaratioa.- Dist. Pipe Holding-- Bot. System PUMP/SIPHON INFORMATION Final Grade Ok Manufacturer ) J t Demand St Cover ap V '.y 7, GPM Model Number TDH Lift Friction Loss System Heal TDH Ft r - Forcemain Length Dia. Dist. to Well SOIL ABSORPTION SYSTEM BED/TRENCH Width , Length t No. Of Trenche PIT DIMENSIONS No Of P4s-._ Inside Dia. ji wTDept~ DIMENSIONS SETBACK SYSTEM TO P/L BLDG WELL LAKE REAM LEACHING Manufacturer ; INFORMATION Type Of y tem: CHAMBER OR O(J Model Number: Gwin- Fn> 3~ UNIT DISTRIBUTION SYSTEM Header/Manifold fistribution N x Hole Siz~ x Hole Spacing Vent to Air Intake Length-(4:- Dia f en th Dia~- Spacing 3 ~to , SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only Depth Over Depth Over xx Depth of 7d/Sodded xx Mulched Bed/Trench Center ~I Bed/Trench Edges j- Topsoil Yes I_ No Yes No -1 I COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: Inspection #2: Location: 1032 110TH ST 1.) Alt BM Description = yM 1 - 2.) Bldg sewer length = ~,'I 3 Q~1~,~sw _ d - amount of cover = r 3 /a"V Plan revision Required? ~ Yes No ~ (y~ ~I ~ Use other side for additional information. " C_ Date Insepctor natur Cert. No. SBD-6710 (R.3/97) ~J~ ST. CROIX COLNTTY ZONING OFFICE CERTIFICATION STATEMENT FOR UTILIZATION OF EXISTING SEPTIC T .NK(S) that I ha~ the existinQ sept}_~, and/or dose tank This is to ctrtz ,e od ~ . tha mspect~ presently serving the following residence: street address Ida located Un~ AM, i i T 6 at: /4, Section Tom n ' 1NRanZ--t I Town of St. Croix County Wisconsin. T?non inspection. T oPrfi_ that I have _fo7ind the. tank(s), to the beet of my Z' r , - - i knowled-ge, will conform to the requirements of Comm. 84.25, and it (they) appear(s) to be functioning properly. Most recent date of inspection or service 11 " 17 Did flow back occur from absorption system? Yes No z-- (if no, skip next line.) Approximate volume or length of time: gallons minutes Tank Capacity: Construction: Prefab Concrete Steel Other Manufacturer (if kno«,n): Age of Tank (if known): Permit number (if known) (Licensed Plumber Signature) (Print Name) (Title) (License Number) MP _ 17 (Date) Form to be completed by licensed plumber (Dept of Commerce Chapter 5 and s. 145.06, Wisconsin Statutes) or licensed disposer (NR 113 Wisconsin Administrative Code) Rev. 9/2008 Sflry-aQ q - 01W ,I}~s Safety and Buildings Division Caunn° T L~ Y J 201 W Washington Ave., P.O. Box 7162 Sanitary Permit Number (to be filled in by Co.) sTy ~s $ t < Ma n 53fA7-71 2 npc)mcou E1CZY7AZG14_W _ Number MMUN ermit At s a 1T - y~S' S -7 In accordance wih(Q~ SPS 38321(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 Project Address (if different than mailing address) the Department of Safety and Professional.Servies. Personal information you provide may be used for secondary ? A j purposes in accordance with the njyaCy Law, s. 15. 1 (m), Stats. /D3 Z //v k /[~L_~✓~~~~ L Application Information - Please Print All Information Property Owner's Name Parcel # 966CA1- g5RAt~QA CFA to,P 6 F LL oqa.- 16.2 70 - o00 Property Owner's Mailing Address Property Location 08, Y. 1015 K /o3.?- l l o, 1qV E Govt. Lot City, State Zip Code Phone Number SAE 'i,, Section Q A o l3 ~ R 7r S W i 5 q o a3 (circle one T ,??N; R I $ Eo )W t H. Type of Building (check all that apply) Lot # ~j &1 or 2 Family Dwelling -Number of Bedrooms A L- - l 4 ~2- Subdivision Name Block # D Public/Commercial - Describe Use l 4 LL Me ❑ City of i IK4, State Owned -Describe Use t CSM Number D Village of wRRREN ` X OJ 0', QTownof 4 III Type of Permit: (Check only one box on line A. Complete line B if applicable) Replacement System ❑ Treatment/HoldinD Tank Replacement Only ❑ Other Modification to Existing System (explain) A. ❑ New System i B- ❑ Permit Renewal D Permit Revision ❑ Change of Plumber [I Permit Transfer to New List Previous Permit Number and Date Issued Before Expiration Owner 30 2-7 8 6-240 (p -03 IV. te ofPOWTS S stem/Com onent/Device: Check all that apply) l ❑ Non-Pressurized In-Ground 11 PresSUtized In-Ground ❑ At-Grade I? Mound > 24 in. of suitable soil ❑ Mound < 24 in. of suitable soil D Holding Tank . D Other Dispersal. Component (explain) D Pretreatment vice (explain) i V. Dis ersal/Tre ent Area Information: Design Flow (M Design Soil Application Rate(gpdst) Dispersal Area Required (sf) Dispersal Area Proposed (sf) System Elevation (,*C> / (000 (003 VI. Tank Info Capacity in Total # of Manufacturer Gallons Gallons units -0 2 U ; New Tanks o Exusting Tanks Li & I i Septic or Holding Tank /eZ O O ~ 00 S ~ It Dosing Chamber Q O O $ Co NU Responsibility Statement- 1, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans. Plumber's Name (Print) Plumber's Signature MP/MPRS Number Business Phone Number -7 -7 -Ins- -7.4 C1 2 z 11 Plumber's Address (Street, City, State, Zip Code) 9~'? Nw ~S R68E2rs w~ SV°~3 VIII, oun /De artment Use Only I Approved El D Permit Fee Datc Issued ssi Owue ven Reason for DeS V /17~ DL Coadi easons for-Disapproval q, = ep}k tark,eflmn;lifter <,nd 3~ ~C1A.~ r ~(au ilsper:•:s,j cell must dll be s?f tc rs !ro mts°-ems as per inaragement plan p!o nneh by plumber. 2. f 1C reclate.rvmnts mu-3t roe i-:art ir:e i f ars por * knw iAxi4 / zrdinawz3. v Attach to complete plans for the system and submi to the County only on paper not less than 8 rr x 11 inches in size L BD-63398 (R ll!il) U q ce~ o o ~ o N c ~ ~Ci V o ~W °oo ~ ~ o co ti ti o ° 4t: ° a o ~ W ti ke-) W rz U ~o U oc ti 3 a d N a W p II ce~ w ~ o0 U o o ~~ltil R m~ v,o ra 1~_ o R It I ~ .C 41. Q , a w~ v O DIVISION OF INDUSTRY SERVICES 2331 SAN LUIS PL STE 150 GREEN BAY WI 54304-5211 Contact Through Relay http://dsps.wi.gov/programs/industry-services tr!w~ www.wisconsin.gov "FZssrov Scott Walker, Governor Laura Guti6rrez, Secretary INAL July 26, 2017 CMx ;7 OF SAFETI CUST ID No. 224059 ATTN: POWTS Inspector t - E3310NAL SE KEITH E STONER ZONING OFFICE KEITH STONER SOIL TESTING SANITARY DESIGN ST CROIX COUNTY SPIA ZI 23220 WOODCREEK RD 1101 CARMICHAEL RD SIREN WI 54872-8728 HUDSON WI 54016-7708 mss.-,..~L CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 07/26/2019 Identification Numbers Transaction ID No. 2974587 SITE: Site ID No. 840707 Robert & Sandra Campbell Please refer to both identification numbers, 1032 110TH Ave above, in all correspondence with the agency. Town of Warren St Croix County NEIA, SETA, S8, T29N, R18W FOR: Description: Mound System (4 Bedroom - Design Flow - Replacement) Object Type: POWTS Component Manual Regulated Object ID No.: 1718058 Maintenance required; Replacement system; 600 GPD Flow rate; 27 in Soil minimum depth to limiting factor from original rade; System(s): Mound Component Manual - Ver. 2.0, SBD -10691-P (N.01/01, R. 10/12), Pressure Distribution Component Manual - Ver. 2.0, SBD-10706-P (N.01/01, R. 10/12); Effluent Filter The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. This system is to be constructed and located in accordance with the enclosed approved plans and with any component manual(s) referenced above. 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: • Preserve dispersal area prior and during construction to avoid disturbance, compaction and use of the site. • Prior to construction of the dispersal area, check the moisture content of the soil to a depth of 8 inches. Smearing and compacting of wet soil will result in reducing the infiltration capacity of the soil. Proper soil moisture content can be determined by rig a soil sample between the hands. If it rolls into a 1/4- inch wire, the site is too wet to prepare. If it crumbles, site preparation can proceed. If the site is too wet to prepare, do not proceed until it dries. • Abandon Existing System per SPS 383.33 • Pump Floats to be set and verified per approved plan. Anv changes may result in pump resizinp, to meet TDH and GPM Specifications. • Divert surface water from POWTS Area. • All piping shall conform to SPS Table 384.30-3 and SPS Table 384.30-5 • Insulate building sewer beyond 30 feet per SPS 382.30 (11)(c) 0 Tank Installation to follow all manufacture's recommendations. KEITH E STONER Page 2 7/26/2017 • Verify property line(s) prior to installation. • Areas that are occupied with rock fragments, tree roots, stumps and boulders reduce the amount of soil available for proper treatment. If no other site is available, trees in the basal area of the mound must be cut off at ground level. A larger fill area is necessary when any of the above conditions are encountered, to provide sufficient infiltrative area. • The following must be completed in addition to any comments made from the County inspector: a. Remove excess/overgrown vegetation from mound, mow and remove clippings. b. Remove and stockpile topsoil from the mound system. c. Remove cap soil and stockpile. d. Remove aggregate from absorption area(s) and dispose of in approved manner. It cannot be re-used. e. Remove distribution pipes and observation pipes. Dispose of properly. f. Remove end cap markers if present and dispose of properly. g. Remove - 3 inches of clean sand and dispose of properly. This sand cannot be re-used. h. Sample remaining sand at several locations to assure it meets ASTM Specification C-33 for fine aggregate. If the sand does not meet ASTM Specification C-33 for fine aggregate, it must be removed down to the natural soil. i. Install replacement mound system using procedure outlined in the approved mound system component manual. Owner Responsibilities • The current owner, and each subsequent owner, shall receive a copy of this letter including instructions relating to proper use and maintenance of the system. Owners shall receive a copy of the appropriate operation and maintenance manual and/or owner's manual for the POWTS described in this approval SPS 383.54(1). • In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard, the property owner must follow the contingency plan as described in the approved plans. 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. 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 Industry Services 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 and the POWTS management plan to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. KEITH E STONER Page 2 7/26/2017 • Verify property line(s) prior to installation. • Areas that are occupied with rock fraoments, tree roots, stumps and boulders reduce the amount of soil available for proper treatment. If no other site is available, trees in the basal area of the mound must be cut off at ground level. A larger fill area is necessary when any of the above conditions are encountered, to provide sufficient infiltrative area. • The following must be completed in addition to any comments made from the County inspector: a. Remove excess/overgrown vegetation from mound, mow and remove clippings. b. Remove and stockpile topsoil from the mound system. c. Remove cap soil and stockpile. d. Remove aggregate from absorption area(s) and dispose of in approved manner. It cannot be re-used. e. Remove distribution pipes and observation pipes. Dispose of properly. L Remove end cap markers if present and dispose of properly. g. Remove - 3 inches of clean sand and dispose of properly. This sand cannot be re-used. h. Sample remaining sand at several locations to assure it meets ASTM Specification C-33 for fine aggregate. If the sand does not meet ASTM Specification C-33 for fine aggregate, it must be removed down to the natural soil. i. Install replacement mound system using procedure outlined in the approved mound system component manual. Owner Responsibilities • The current owner, and each subsequent owner, shall receive a copy of this letter including instructions relating to proper use and maintenance of the system. Owners shall receive a copy of the appropriate operation and maintenance manual and/or owner's manual for the POWTS described in this approval SPS 383.54(1). • In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard, the property owner must follow the contingency plan as described in the approved plans. 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. 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 Industry Services 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 and the POWTS management plan to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. KEITH E STONER Page 3 7/26/2017 Sincerely, Fee Required $ 80.00 This Amount Will Be Invoiced. When You Receive That Invoice, Tim Vander Leest Please Include a Copy With Your Payment Submittal. Private Sewage Plan Reviewer, Division of Industry Services WiSMART code: 7633 (920)492-2214 , Monday - Friday 6 am To 3:30 pm tim.vanderleest a,wisconsin.gov Page 1 of 8 Index and Title Sheet Project Name: Robert Campbell Mound Sanitary System Property Owner: Robert and Sandra Campbell Address: 1032 110`x' Ave. Roberts WI 54023 Phone: Legal Description: Parcel in the NE1/4 of the SE1/4 Sec. 8 T29N-R18W Lot 1 &2 of Csm# Vol. 11 Pg. 3185 Township: Warren County: St. Croix County Comp.#/Parcel ID: 042-1021-70-000 CONTENTS Page: I Index and Title Page Page: 2 Plan Narrative Page: 3 Plot Plan Page: 4 Mound Cross Section and Plan View Page: 5 Lateral Layout Diagram Page: 6 Dose Tank Cross Section Page: 7 Pump Curve Page: 8 Management and Contingency Plan from the original plan. Attachments: Copy of the Soil Test and Previous Plan Approval for the Mound and the County Inspection Report Pressure Distribution Component Manual Used = Version 2.0 SBD-10706-P (N 01 /01 R.10/12) Mound Component Manual Version 2.0 SBD-10691-P (N.01/01R.10/12) N ~5 A ' N Designers License # 1575-007 Designer: Keith E. Stone S • KEITH E. • • Signature: STONER Phone # (715-653-2324) Date 6-1-17 -1575 s • Siren, Wis. % /%i%4DE'S IG ,JUL 0 3 2017 $W)USTRY SERVICES KEITH E. STONER LAND USE CONSULTANT, SOIL TESTER AND DESIGNER OF SANITARY SYSTEMS 23220 Wood Creel: Rd. Siren Wisconsin 54872 Phone (715) 653-2324 Adventurersrril,Centurvtel.net May 31st, 2017 The following will be a discussion of the state of the current sanitary system serving the home of Robert and Sandra Campbell located at 1032 110"' Ave. near Roberts Wisconsin. I was asked to review the mound dispersal system by Walter Nechville MPRS# 227710. Walter had been contacted by the property owner because of a failing dose pump. The pump was replaced but became apparent that the system was not excepting the effluent dosed to the system. The pump would run for a longer than normal cycle and then the majority of the effluent would run back into the dose tank and the pump cycle would begin again. Upon further review it became apparent that the 1 inch laterals installed in the distribution network were clogged. Another MPRS Keith Knudtson was asked to bring in a jetter to see if the laterals and holes could be blown out. This process was completed and documented organic matter along with roots within the laterals. Jetting of the lines helped for a period of about a year and a half and then Mr. Nechville was contacted again. He completed a shovel pit in between the laterals on the north end to determine the problem. He noticed many fine roots throughout the aggregate and by operating the pump with the hole open was unable to get full flow from the orifices and in some cases no flow. I met Mr. Nechville on Wednesday May 31st, 2017. We re-visted his initial observation pit and created two other pits one in the center of the system and one on the southeast corner of the system. (Shovel Pit 91) I observed no ponding of effluent of any kind. The aggregate as previously mentioned was full of many fine roots from the adjacent maple and box elder trees. The C-33 sand to a depth of about 2-3 inches also had a significant number of roots. The C-33 sand 2-3 inches below the aggregate to the insitu soils were clean and showed no apparent signs of a clogging mat. (Shovel Pit#2) We removed the aggregate for a portion of the system in the center pit near a hole and using a posthole digger I removed the Astm C-33 sand to the insitu soils a depth of approximately I I inches. We manually ran the pump and cleaned out a hole so effluent would run into my pit. We filled it to a depth of 5 inches and timed its absorption rate. The effluent level dropped 4 inches in 6 minutes. The effluent seeped completely into the insitu soils shortly after. The C-33 sand in this pit was clean and dry initially and had very little odor of effluent. The aggregate although dry and clean looking still and a significant quantity of roots. (Shovel Pit #3) Was dug on the southeast edge of the dispersal cell once again the sand was very clean and dry fine roots present throughout. The very edge of the system was shy of aggregate and there was topsoil under the typar for some reason. It appeared as if they ran short of materials and maybe upon backfilling the typar was pushed up and topsoil onto the aggregate. I also used my shovel and posthole digger to review the insitu soil conditions down slope of the dispersal area in an untouched area. This pit showed a well structured silt loam to a depth of 20 inches with a silty clay loam to 24 inches with no indications of redox features. Page 2a+b of 8 Elevation Data based on the alternate benchmark designated as the top of the septic tank manhole cover by the county inspector with an elevation of 92.30 ft. includes the following: ❖ Original contour grade of approx. 91.80 ft. ❖ Top of sand fill or system elevation approx. 92.55 ft. ❖ Top of filter cloth approx. 93.17 ft. ❖ Bottom of the dose tank equals 84.15 ft. ❖ Final grade on top of mound equals from 94.40 ft. to 94.60 ft. Please note there are some minor elevation differences from the sand and aggregate elevations that I would attribute to the mechanical equipment run across the system to cover the site with topsoil and the settling that has occurred over time. I referenced the inspection report provided by the county inspector and the required amounts of sand and aggregate were placed during the construction of the mound system. To summarize the inspection of this existing 9 re bedroom mound sanitary system serving this structure I would state that I have found no indications that the insitu soils beneath the dispersal cell or the C-33 sand fill has been compromised in any way other than the intrusion of fine roots into the top 2-3 inches of the sand. The aggregate is another story in that it has a high volume of fine roots growing throughout the dispersal cell. This environment is advantageous to the nearby trees as a source of moisture. Taking into account the small orifice diameter of 1/8 inch holes and a 1 inch diameter lateral it would be easy for these roots to grow into the laterals through the orifices thereby reducing the ability of the laterals to perform their job in distributing the effluent over the dispersal area. Mr. Nechville has conducted testing on these types of failures where he initially measures the tank volume and then runs the pump for a documented amount of time and then allows the effluent to drain back into the dose tank and finally re-calculates the actual amount of effluent that was able to enter the dispersal area based on the pumps capabilities in gallon per minute. In some cases only 15%-30% of the dose volume makes it into the dispersal area until the lines are clogged to a point where the pump is continuously cycling and fails. Construction of the new dispersal cell will consist of removing the existing mounds soil cap down to the filter cloth then removing the rock aggregate and distribution network. Once this is removed I would re- evaluate any organic mat that may be forming and remove the sand that has been compromised by the roots. Presently I don't see any mat development so I would remove only a minimum of 2-3 inches. The system would be re-built in place. The stabilization side slopes will be required to be pulled back to allow for the new aC-33 sands, aggregate and distribution laterals. The system elevation (92.55) would be based on the design and information obtained onsite to insure the required separation. New aggregate and a distribution network would be installed along with new cap material. I believe that by removing some of the trees that are nearest to the dispersal area would be very beneficial to help prevent or at least reduce the impact of root intrusion into the dispersal cell. We have also modified the lateral distribution network to include 1 '/2 inch laterals and a larger 3/16' orifice diameter. Thank you for your time and please call should you have any questions. Keith E. Stoner CST# 224059 Designer # 1575-007 Page 2a+b of 8 o ~ x ~ ti o y ~ M U ? v " ti ~ a W s ~ ri o ~ N Cy 'ZS p „ ~ O O a Oq 4k O 0 ti N O I I 00~ o ~ ~ w ti Er U W o Dt v a 0 ~ ~ rF ~ ~ W U o ea p ~ a+ Ln ~ ~ QO Vi obi N q a a ^a w rr o W A ti III E~ if ~yIZ,~oC~ W ~ U O N ~p h N ~ o N N a CQ v C mo Z O yi1 o c N VJ II ; AA W 0 0 Page 4 of 8 Mound Plan View Observation Pipe ® J 1/10 B.. K F--~ A W ; B „ . I L Mound component Dimensions A 9.0' E 16.53" H 12" K 8.59' B 67' F 9.5" I 10.13' L 84.18' D 9" G 6" J 5.06' W 24.19' 603 (ft. sq.) Dispersal Cell Area 1281.71 (ft.2) Basal Area Available 9,00 (gpd/ft) Linear Loading Rate 6.7 (ft) 1/10 B Obs. Pipe Placement Mound Cross Section View Aggregate Dispersal Area Finished Grade 94.40' - H 4 = G 92.55' F 0 eft) Dispersal Cell 93.05' (ft) Lateral Dispersal a Invert Cell Elevation 91.80 (ft) Contour Elevation Shading Key 7 % Site Slope m® Topsoil Cap Detail of Subsoil Cap Typical Dispersal Cell ~Geotextile Fabric QD ASTM C33 Sand Cover Tilled Layer ® Aggregate Observation Pipe to be constructed of 4" diam. -typical Lateral F pipe w/ water tight cap, a minimum 6" slot anchored with 3/8" rebar or a water closet collar. A Page 5 of 8 Center Connection Lateral Layout Diagram Alternate Force Main Position P P Laterals and Force Main of PVC Sch. 40 per SPS Table 384.30-5 S Force Main .96 < .96 Turn-up w/ball valve or clean XX/X/ X Holes equally spaced on out plug bottom of lateral Number of Laterals 6 Orfice Diameter 3/16 or 0.188 in Lateral Diameter 1 1 /2 in. Orifice Spacing (X) 2.83 ft. Lateral Length (P) 32.54 ft Orifices per Lateral 12 3.00 . Orifice Density 8'37 orifice Lateral Spacing S O ft ft~~ Lateral Flow Rate 7.92 gpm Manifold Length 6.00 ft. Cell Flow Rate 47.52 gpm Manifold Diameter 1 1/2 in. System Flow Rate 47.52 gpm Forcemain Diameter 2"/ 75 and Length ft. Total Dynamic Head 16.31 ft. Lateral Turn-up Detail Finished Grade Threaded Cleanout Plug or Ball 6" to 8" diameter Lawn Sprinkler Box Valve Note: Lateral ends at last orifice where variable length to ceanout begins. 0 0 0 0 0 0 Long Sweep 90 or Two 45° Bends Same 0 0 011-:,0 7 0 o 01 'V Diameter as Lateral o Distribution Lateral Page 6 of 8 Combination Tank Component Cross Section Approved Manhole Covers With Warning Labels and Locking Device / 4" Min. Above Final Grade Weather Proof Junction Box Electric per NEC 300 & SPS. 4" Sch. 40 Vent 316.012WAC > or = to 12" Above Final Grade Iscon Lec nate Outlet Location pproved 4" Sleeve Inlet Approved rce Main Diam. = 2 " Effluent Filter 41 Baffl~ or = to 1/8" Hole or Anti Siphon De vice Particle Size A 1200/800 B Pump Off Elev. 84.98' Wieser C Tank Mfr. Concrete D 84.15' Dose Tank Elev. Vertical Difference Between Pump Off and Distribution Pipe = 8.07' Minimum Required Supply Pressure = 3.25 65 FT. of Force Main x 4.11 Friction Factor/100FT.... 4.99 Total Dynamic Head = 16.31' Number of Doses... = 5.96 Per Day Gal. Per Day/ #of Doses = 104.30Gal. Volume of Backflow = 6.90 Gal. Total Dose Volume = 111.20 Gal. Pump Tank Capacity 800.64 Gallons Dimensions Inches Gallons Pump Tank Volune 22.24 Gal/Inch A 19 422.56 Goulds B 2 44.48 Pump Mfr. C 5.00 111.20 Pump Model EP05 D 10 222.40 Minimum Discharge Rate = 47.52 GPM Alarm Mfr. S.J.E. Rhombus Total= 36 800.64 Alarm Model Tank Alert 1 Bed Tank per SPS. 383.45(5) Anchor Tank as necessary to negate buoyant forces per SPS. 383.43(8)(g). Note: Pump Controls and Alarm Switch require separate circuits. KES 12211.1 Page 7 of 8 NGOULDS PUMPS Submersible Effluent Pump EP04 3871 EP05 APPLICATIONS • Fully submerged in high ■ EP05 Impeller: Thermoplas- ■ Bearings: Upper and lower grade turbine oil for tic enclosed design for heavy duty ball bearing Specifically esigtted for the lubrication and efficient improved performance. construction. following uses: designed transfer. ■ Casing and Base: Rugged • Effluent systems thermoplastic design provides AGENCY LISTING • Homes Available for automatic and superior strength and corrosion • farms manual operation. Auto- resistance. Canadian SumlardsAssoaanon • Heavy duty sump matic models include • Water transfer Mechanical Float Switch ■ Motor Housing: Cast iron (CSA listed model numbers end • Dewatering assembled and preset at the for efficient heat transfer, in "C" or 7".) factory. strength, and durability. SPECIFICATIONS ■ Motor Cover. Thermoplastic Goulds Rape is ISO 9001 ftMmd FEATURES cover with integral handle and • Solids handling capability: float switch attachment points. 3/4" maximum. ■ EP04 Impeller: Thermoplas- 0 Power Cable: Severe duty • Capacities: up to 60 GPM. tic Semi-open design with rated oil and water resistant. • Total heads: up to 31 feet. pump out vanes for mechanical • Discharge size: 11/2" NPT. seal protection. • Mechanical seal: carbon- rotary/ceramic-stationary, BUNA-N elastomers. • Temperature: 104°F (4OcC) continuous 140OF (60°C) intermittent METERS FEET 10- • Fasteners: 300 series stainless steel. s GPM • Capable of running 9 30 dry without damage to $ 2.5 rr components. 25 °a Motor: _ • EP04 Single phase: 0.4 HP, v_ 6 20 115 or 230 V, 60 Hz, 1550 5 - automatic built in overload with c 1 s automatic reset. a 4 _ EPOS • EP05 Single phase: 0.5 HP, o 115 V or 230V, 60 H7,1550 3 10 RPM, built in overload with EPOa automatic reset. 2- • Power cord: 10 foot s standard length, 16/3 1 SJTOW with three prong grounding plug. Optional 20 ° 00 10 20 30 40 - so GPM foot length, 16/3 SJTW with three prong grounding plug ' (standard on EP05). o z 4 6 8 10 12 mW/h CAPACITY Goulds Pumps © 2001 Goulds Pumps ITT Industries Effective May, 2001 83871 Mound System Management Plan Page 2.. of -7 Pursuant to Comm 83.54, Wis. Adm. Code Septic Tank The septic tank shall be maintained by an individual certified to service septic tanks under s. 281.48, Slats. The contents of the septic tank shall be disposed of in accordance with NR 113, Wis. Adm. Code. The operating condition of the septic tank and outlet filter shall be assessed at least once every 3 years by inspection. The outlet filter shall be cleaned as nec ensure ro er o e P t r artri Id not be removed unla s►on r m re in ids in the tank th;;t sae a eto y s ough off the filter when removed from its enclosure. e niter is i e wi an alarm, the filter shall be serviced if the alarm is activated continuously. Intermittent fitter alarms may indicate surge flows or an impending continuous alarm. The septic tank shall have its contents removed when the volume of sludge and scum in the tank exceeds 1/3 the liquid volume of the tank, If the contents of the tank are not removed at the time of a triennial assessment, maintenance personnel shall advise the owner of when the next service needs to be performed to maintain less than maximum scum and sludge accumulation in the tank. The addition of biological or chemical additives to enhance septic tank performance is generally not required. However, if such products are used they shall be approved for septic tank use by the Department of Commerce, Safety and Buildings Division. Puma Tank The pump (dosing) tank shall be inspected at least once every 3 years' switches, alarms, and pumps shall be tested to verify proper operation. If an effluent filter is ins a II be inspected and serviced as necessary. Mound and Pressure Distribution System No trees or shrubs should be planted on the mound. Plantings may be made around the mound's perimeter, and the mound shall be seeded and mulched as necessary to prevent erosion and to provide some protection from frost penetration. Traffic (other than for vegetative maintenance) on the mound is not recommended since soil compaction may hinder aeration of the infiltrative surface within the mound and snow compaction in the winter will promote frost penetration. Cold weather installations (October-February) dictate that the mound be heavily mulched for frost protection. Influent quality Into the mound system may not exceed 220 mg/L B005, 150 mg/L TSS, and 30 mg/L FOG. Influent flow may not exceed maximum design flow specified in the permit for this installation. The pressure distribution system is provided with a flushing point at the end of each lateral, and it is recommended that each lateral be flushed of accumulated solids at least once every 18 months. When a pressure test is performed it should be compared to the Initial test when the system was installed to determine if orifice clogging has occurred and if orifice cleaning is required to maintain equal distribution within the dispersal cell. Observation pipes within the dispersal cell shall be checked for effluent ponding. Ponding levels shall be reported to the owner, and any levels above 4 inches considered as an impending hydraulic failure requiring additional, more frequent monitoring. General This system shall be operated in accordance with Comm 82-84 Wis. Adm. Code, and shall maintained in accordance with its' component manual (SBD-10572-P (R. 6/99)) acid local or state rules pertaining to system maintenance and maintenance reporting. No one should ever enter a septic or pump tank since dangerous gases may be present that could cause death. Septic and pump tank abandonment shall be in accordance with Comm 83.33, Wis. A4m. Code when the tanks are no longer used as POV TS components. Septic or pump tank manhole 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 84nches in diameter shall be secured by an effective locking device to prevent accidental or unauthorized entry into a tank or component. Contin4en4v 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. If the dosing tank, pump, pump controls, alarm or related wiring becomes defective the defective component shall be immediately repaired or replaced with a component of the same or equal performance. If the mound component fails to accept wastewater or begins to discharge wastewater to the ground surface, it will be repaired or replaced in its' present location by increasing basal area if toe leakage occurs or by removing biologically clogged adsorption and dispersal media, and related piping, and replacing said components as deemed necessary to bring the system into proper operating condition. Questions about the operation or maintenance of this system should be directed to: The County Zoning Office at "1 S_ 3$b-- LN&O S1'. C(2pZ5( The system installer at -its 3 ~ 6- 31-Z-1 t. kjMPr1Z.~ The tank manufacturer at 1 0 tt W1ZS L Wisconsin Department of Commerge SOIL EVALUATION REPORT Page I of aJ Division of Safety and Buildings in accordance with Comm 85, Weis. Adm. Code County 34 Attach complete site plan on paper not less than 8112 x 1 I inci6l9 tiyi Include. but r>~ limited to: vertical and horizontal reference point Cg ~iredioo and Parcel I.D. percent slope, scale or dimensions, north arrow, and location and distance to nearest road. 0d12-J6-A,1-7,0,W0 ~A)by Da Please print all information. d6 Personal intoerr►ation you provide may be used for seCAndary purposes (Privacy t.aw, s. 15.04(l) (m)). Property Owner Property Lora Sob Ca - Govt. Loth. 1/45 1/4 S 2 T 2 l N R E (or W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# (tr~~ Ci State Zip Code Phone Number City ❑ Village I j Town Nearest Road ( ) New Construction Use: Residential / Number of bedrooms - Code derived design flow rate GPD ❑ Replacement ❑ Public or commercial - Describe: Parent material 4iU Flood Plain elevation if applicable N~ tc General comments and recommendations: 5vgeo l P/tv, yGl /GS Fort4oi E Boring ❑ # Boring n ❑ Pit Ground surface elev. '7_ d • 76 R. Depth to limiting factor 3q in. Sod Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD1ft2 in. Munsell Ou. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 'Eff#2 I O LL~? 5 i I Zu)a 1-k , Is -3 2 5i c 5 g -y5 F Boring # FTI jg Boring pit Ground surface elev. 76 ft. Depth to limiting factor Z 9 in. Sod Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft= in. Munse4l Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#2 Z - r c-3 i~ 5 8 Effluent #1 = SOD, > 30 < 220 mg/L and TSS >30 < 150 mg/L • Effluent #2 = BOD, 130 mg/L and TSS < 30 mg/L CST Name (Please Print) ignature CST Number Adam, z 253.1e patyel 1D , Property Cox pop of ES] [9 OWN 10 0 t3e►u►o Pit GrounO surface Slav. v , ft. Depth to fMr►~M'+0 ~ 909 lion IN - U~ Strtt~fixa anoa 13ou Root GF9tHr Oorntrtan er Radox TsxWrt 'Elm 'Etfit2 Dasr~iptlon Or. uc SZ. Sh. > ortzan Depth Cof M unsall %L S& Cone- Color r 5~ c 5 r r L * L pit ~ Groom t1@Y. ~ it. Depth to >frnift tb= . ~ $0(t Col sdox Strucatre Canahtsnoe SOUwary Rot FOtan Depth ponnant R DftcV*m TaxtR [ar. Ss• Sh. •Hffr-Sff*2 AAunsell Qtt. U. Con Color 50enp * Q o surfoo! elev. I' Depth to luting factor in. u tirount! ~„~.r. 9olt tbr~ b Boundary Root f3PD~lt' Consistence Structure Taxturo 1,torttAf► 09p4h Dom+lnant CdOr ltldox DnarWm 'EtMt •EtNl2 In, MUMS, Ctu 9a. Con. Cola Cr. Sz. 9h ± and 789 >90 ~ 150 nVk ' ettluent #1 ■ SOD, a 30 mg& and TSS K 30 trfpll • Elttuent 1fi z 60Do r 30 < 220 m9 The pcpsrtrrtent of CotnMem is an equal oppotiunitY Servire pruvida and employer. If You need asawame to access stxvices or recd material in an alternste torrrtat, please Contact the deWur>cnt at 60R-266-3151 or TTY 609.264-8777. snn.u~or«mron PAa S op--2i t QT# SCALE: I" BM I I:L$VATIOI3 1 d BM I DESCRIPTION tl,2f' i ~*A L~ r -Irk i BM 2 ELEVATION /00, 1 I~ „f) " oaf ~r~..4e BM 2 flFSCKIFrIO SYSTEM ELEVATION 9U . ` 0 SYSTEM TYPE I ` + COI~ MUR E..EVATION 'Q- . U 6 .14 00 7 c A SSc► ~ A e` , a+d y o.h •44 I Ck Y R CN SIONA'I't,'RE IWIT: /-S - r)r ! Safcty and Buildings Division s County 241 W. Washington Ave., P.O. Box 7162 _ S_~~i/Q X jSaCl~Si~"l Madison, WI 53707 - 7162 Sanitary PrItit Number (to be filled in by Co.) De artment of Commerce (648) 266-3151 o Sanitary Permit Application ST ts Plan I. D. Number f in accord with Comm 83.11, Wis. Adm. Code, personal informadon you provide P 55- may be used for secondary purposes Privacy Law, siS.04(lxm) Project Address (if different than mailing address) , r.. 1. Applicttdon Information - Pleats Print All Inforitnatioll Property Owner's No me r Parcel M Lot >Y ^Blogit # y~' ~ ~ ~ t.a i►c 1jt Property Owner's M ailing Address ' Property Location . 1 City, State Zip Code Phone Nurnbcr II. Type of Building (check all that apply) T N: R~E otCW %,1 or 2 Family Dwelling - Number of Bedrooms !;41 Subdivision None J] CSM Number ❑ Public/Commercial - Describe,llae } ❑ State Owned - Describe Use S~"` LT`►1 ❑OW-ElViliage*ownehip of ~cJ~e ryt ~f W a. -7r? III. Type of Permit: (Cbeek only one box on line A. Complete Line B if applicable) A. , VNew System acement system J Trearment/Holding Tank Replacement Only ❑ Other Modification to Existing System B. 01 Permit Renewal t C Permit Revision D Change of TO Permit Transfer to New List Previous Permit Number and Date Issued Bef6m Expiration Plumber Owner IV. Type of POWTS ft stem: (Check all that a 1 Cl Non -Pressurized In-Ground Mound > 24 in. of suitable soil .l Mound < 24 in. Of suitable soil ❑ At-Grade ❑ Single Pass SAW Filter 0 Constructed Wetland ❑ Pressurized In-Ground :3 Holding Tank ❑ Peat Filter ❑ Aerobic Treatment Unit Gl Recirculating Sand Filter C', Rwirculating Synthetic Media Filter ❑ Leacbi Chamber D Drip Line ❑ Gravel-less Pipe _ ❑ Other V. Dis aliTreatment Area Information; R.- S Design Flaw (gpd) Desigp oil Appllca ' n Batt) Dispersal At Required (sf) Duper Area Prqposed (s System Ekvation 1Lq14* fl, 14:41e Kr, VI. Tank Info Capacity i Total Number Manufacturer /Prefab Site Steel Fiber Plastic Gallons Gallons of Units A Concrete Constructed Grass New Existini; Tanks Tanks Septic or Noldity Tank D i lasso l W e Y Aerobic reatintnt unit Dosing Chamber I VU. RespontMlltt Statement- I, the undersigned, assume responsWWty for Installation of the POWTS shown on the attached Phm- Plumber's Na rite (Print) Plumber's Si gn ature MPRS Number Business Phone Number I gil A& :7./ tea Plumber's Addre as (Street, City, State, Zip Code) VIII oun /De artmernt Use Only Approved ❑ DisapprovedY Permit fee (includes Groundwater Data Issued putling ANOW Sisnatu o Stamps) CD I Surcharge Fee) Q ❑ Owner Given Reston for DenW3 5D, 02 6 IX. Conditions; of Approvad/Retuona for Disapproval _ Dlaueoaat~r,,a 1011-7 44C 4i Q 3.3 3 0 6 0-4( 9C r- Bd 1'(' n. Safety and Buildings 4003 N KINNEY COULEE RD LA CROSSE WI 54601-1831 • n TDD (608) 264-8777 *isconsin w*w•commerce.state.wi.usrsb www.wisconsin.gov Department of Commerce - l Scott McCallum, Govemor Sr Philip Edw. Albert, Secretary October 17, 2002 CUST ID No.267341 ATTN: POWTS Inspector ARTHUR L WEGERER ZONING OFFICE WEGERER SOIL TESTING & DESIGN SERVICE ST CROIX COUNTY SPIA PO BOX 74 1101 CARMIC1 AEL RD RIVER FALLS WI 54022 HUDSON WI 54016y~g CONDITIONAL APPROVAL Identification Numbers PLAN APPROVAL EXPIRES: 10/17/2004 Transaction ID No. 795544 SITE: Site ID No. 651671 Robert & Sandra Campbell Please refer to both identification numbers, 1032 110`x' Street above, in all correspondence with the enc . Town of Warren St Croix County Part ofNE1/4, SE1/4, S8, T29N, RI8W FOR: Description: Four Bedroom Replacement Mound System Object Type: POWT System Regulated Object ID No.: 874572 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 it chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. The following conditions shall be met during construction or installation and prior to occupancy or use: General Approval Conditions: • This system is to be constructed and located in accordance with the enclosed approved plans. • 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. Stats. • 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(1)(a) - 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. • The owner is responsible for submitting a maintenance verification report per Comm 83.55, that is acceptable to the county for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the rmm~nnnntlc\ ntiliow`t in tho POXVTC ARTHUR L WEGERER Page 2 10/17/02 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 scats 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, `V v Fee Required S 175.00 Fee Received S 175.00 Balance Due S 0.00 Gerard M. Swim POWTS Plan Reviewer - Integrated Services (608)-789-7892, Mon. - Fri. 7:30 am to 4:15 pm WiSMART code: 7633 jswim@conunerce.state.wi.us cc: Leroy G Jansky , Wastewater Specialist, (715) 726-2544 TITLE SHEET Page I of MOUND SYSTEM FOR A L4_ BEDROOM RESIDENCE This plan has been prepared in accordance with the Mound Component Manual SBD-1057 P and the Pressure Distribution Manual SBD-10573-P C 2. b /q CC'-. b lg4~ LOCATED IN THE N 1/4 OF THE S ~ 1/4 OF SECTION S T _33, N,R lg W, TOWN T. ~1ZOLX COUNTY, WISCONSIN. ~d OF \A-Jf'\\Z~z ail-3 ST INDEX 9F v~Q PAGE 1 of 7 TITLE SHEET PAGE 2 Of 7 SYSTEM MANAGEMENT PLAN~F C~ PAGE 3 of 7 PLOT PLAN % . 1 O PAGE 4 of 7 PLAN VIEW-CROSS SECTION V'~ 0e PAGE 5 of 7 DISTRIBUTION PIPE LAYOUT `O^ PAGE 6 of 7 PULPING CHAMBER CROSS SECTION VV PAGE 7 of 7 PUMP PERFORMANCE CURVE O/~ PREPARED FOR \ p 3 Z 1\~ 5'1"1Z~ T CZU B L~~21-'S 1~v 1 5~L o 3 PREPARED BY WEGEE;tER !0C3 3: L. . TESTING AND. DES I (3M S1-=FtV I GE P.O. Box 74 421 N.Main St. River Falls, WI 54022 Phone 715-425-0165 sow Fax 715-425-6864'~`t~, N~/~ WEGEhE~ i fLL~Nk~fiiy ~~Mw DEPARTMENT Of COMMERCE DIVISION Uf ET AND BUILDINGS ~Q OZ SEE CORRESP DENCE JOB NO. ~Z- Z Z PLOT PLAN Scale I 3 O Page 3 of i c-arjnuiuz-L - 01o. ao ea`L ~OYJpT Gllv 1PflCI- tTL .Oit, Z,S OZ 'D JSTJ %.a, • `feNtS 'As1Z~"A ° I` mil! C/56 9w1t+ Z , V O ZS' OF S11 O a V ~'t•-77' `SAX 3 - 121 u~w~y C'm 'Ta "MjDoWCD 1~ 11h1~~ $L 1L~ 1N.6 $~~n/~ft. ~U i;`31^il~,hj -1t_lj Q ti 1 Cd . C,0 Y-) PUfq'ir . F- Ivor - 0 W ~2.C_ 1S > 5 O ` PRtjM 1N10Vr~ ? Z-S ~ t-1~ ►~'l ~>z . ~ ►~ltf- -t- - 1OU -0'~ w t o" ~ P~tc.1~1S~g . NOTES: 1. Elevations shown are existing ground elevations unless otherwise noted. 2: Install 4" observation pipes with approved caps. ( Z required). 3. Septic tank to be %q] Bppgallon capacity manufactured by . W W/ A-1900 Page Of -7 Approved Synthetic Covering ASTH C33 Distribution Pipe Medium Sand Topsoil _H - "Y TG Elev . C ~ Z s -J E , t 0 3 - b -7. % Slope Distribution Cell of Force Main Plowed " to 2-2" Aggregate From Pump Layer 0 0 :~-SFi. E 1-3fl Ft. CROSS SECTION OF A MOUND SYSTEM F O $ Ft. G o . 5 Ft. A C Ft. F. p Ft. Linear Loading Rate=()- 00D/IS FT 6 b `7 Ft. Design Loading Rate= D .L,)IG_ D/SQ FT F t. q3 J 6 Ft. K q Ft. fNe'~te-Positian L $ S Ft. ar- o-;-- W ? Ft. -Observation Pipe ao:~ ion Pipe A - e_. ~6$ W ~ _ - _ Force Moin _ _ ' L fKce-ss ~-s ~r Distribution L`rvr> Cell of to 22 Pipe aggregate Observation. Pipe (Ancsbr securely) i Distribution Pipe Layout Page S of -7 Place the holes at the bottom of the distribution pipes at equal spacing. ?remove all burrs from the pipe and holes. Extend the end of each lateral up with the use of long turn or 45 ° fitting to a point within six inches of the final grade. Terminate the ends of the laterals with a valve,-'threaded cap or • threaded Plug. Provide access from final grade for the valve, threaded caa or threaded plug. ":=~~~`ss sox_ " Tit P. \ Ct~ L Z.,~Z.OS S _5'~L'T1Q tom' vvc FvC Svc Lateral Manifold Lateral X x x x x12 x!2 x x x x Lateral Length - Lateral Le"h - P Distribution Line 1 • - -O YttMJlFty S PVC, ►=oQ~ n~vJ i 0__ ~Q P 3 3 Ft. Hole Diameter 1/6 Inch S 3 Ft. Lateral Inch(es) X ?Inches Manifold 2 Inches Force Main " Inches #of holes/pipe Invert Elevation of.Laterals9t ZS Ft. 1`l K0. 1 = -q7V - Ll, A> r, X'~,M - Combination Sept czTank and • PUMP CHAMBER CROS5 SECTION AND SPECIFICATIQUS' PAGE OF •VEIJT CAP WCATHEK FILOOF JUAICTIOIJ 90X ti C. I. VENT PIPC , APPROVED LOCKIMG 10' FROM DOOR. t~ NOLC COVER /NJV :iwoow OR FRESH wAQlJIUG LhOEL _ _ "`~SP~i10U C~tPE ~ corso~~r wIPrtCLn In-ewrp ~ AAR (UTAKE ~ AIM. I PROVIDE 1 - IAJLET AIRTIGHT SEAL III Approved ZM-F r-tcrft ~A III Approved joint w/ (~-1$0O I III Joint w/ PVC pipe ALAM PVC pipe ~ ~I II I i I I ow C I I CLOY.,~ .33FT. I ! PUMP _J Oft r•, D COIJCRETC OLOCK Rj5CR EXIT PE.RMITrED OAJLy IF TAIJK MAIJUFACTURCK HAS SUr_H APPROVAL 3"APPR~+t^_ SEDO I NQ. SEPTIC F SPCC-IFICATIOtJS DOSE TAWK MALIUFACTURI%R: Wi L$g GO*Jcz:~'~ IJUM9ER OF DOSES. 2) PF. R tom„ TAMK SIZE:- N-L 0 /840 GALLOWS DOSE VOLUME l ALARM MAJJUFACTURER: S O SLL3TJfVl3 INCLUDIAJG 5ACKPL0W: l33•~ (,ALtON; P%ODCL IJLIMBCR: Hw CAPACITIES: A= 18 WCHES OR Ob 3 l ~ ~ GALLOyS SWITCH TtIPE: - ~2$ x Z I~JCHES`OR LN, G~ LLOLIS PUMP !'IAAlUFACTUREIt: ~~~`-LAS G:wCHES OR 133' CALLOUS MODEL QUABER: O S D= 113 INCHES OR _Z2 Z•'~GALLONS SWITCH TYPE: t 36 +N t ~_OD• 6 f, UOTE: PUMP AMD ALARM ARE TO OC MIAIIMUM DISCHARGE RATE L4!'SZ GPM INSTALLED OIJ SEPARATE CIRCUITS VERTICAL DIFFERENCE DETWECU PUMP OFF ALJO,.DISTRIBUTIOU PIPE..13 Ll FEET + 'AlulMLIM NETWORK SUPPLY PRESSURE FEET •uk 3, 10 + SS FEET OF FORCE MAIM X Fy 0,0 ftFRICTIOy FACTOR.. J - ~ FEET TOTAL OyIJAMIG HEAD FEET A~ ..r--~ - - - - - - U Goulds r ff>e 7 O' Submersible Effluent Pump u 3871 EP04 EP05 APPLICATIONS • Fasteners: 300 series • Fully submerged in high n Motor Housing: Cast iron Specifically designed for the stainless steel. grade turbine oil for for efficient heat transfer, following uses: • Capable of running lubrication and efficient strength, and durability. • Effluent systems dry without damage to heat transfer. ■ Motor Cover. Thermoplas- • Homes components. tic cover with integral handle Farms Motor. Available for automatic and .and float switch attachment • • EP04 Single phase: 0.4 HP, manual operation. Automatic points. • Heavy dtransfer uty sump 115 or 23V, 60 Hz, 1550 models include Mechanical Water RPM, built in overload with Float Switch assembled and ■ Power Cable: Severe duty • Dewatering automatic reset preset at the factory. rated oil and water resistant. • EPOS Single phase: 0.5 HP, • Bearings: Upper and lower SPECIFICATIONS 115 V, 60 Hz, 1550 RPM, FEATURES heavy duty bail bearing Pump: EP04 built in overload with ■ EP04 Impeller. Thermo- construction. • Solids handling capability: automatic reset plastic Semi-open design AGENCY USTIN6 3b' mauamum. • Power cord: 10 foot with pump out vanes for r • Capacities: up to 55 GPM. standard length,1613 SJTO mechanical seal protection. Ca, • Total heads: up to 24 feet. with three prang grounding • Discharge size: 1I/F NPT. plug. Optional 20 foot EP05 Impeller: Thermo- (CSA fisted model numbers • Mechanical seal: carbon- length, 16/3 &M with plastic dosed design for end in "F" or "AC".) rotary/ceramic-stationary, three prong grounding plug improved performance. BUNA-N elastomers. (standard on EP05). ■ Casing and Base: Rugged • Temperature: thermoplastic design provides 104°F (400C) continuous superior strength and 140°F (WC) intermittent corrosion resistance. • Fasteners: 300 series METERS FEET _ stainless steel. io 4 • Capable of running i - - ti dry without damage to s so components. ; ! 3 ! t Pump: EP05 8 fiery • Solids handling capability: o T 2s MV ma)dmum. 4 _ • Capacities: up to 60 GPM. _ , i • Total heads: up to 31 feet. s 20 i } I • Discharge size: I1h' NPT. i 5 i • Mechanical seal: carbon- y 1 0 rotary/ceramio-stationary, _j 15 a + BUNA-N eiastomers. 4~ Temperature: • 104OF(400C) continuous r 3 10 140°F (60°C) intermittent 2 I _ s l ° 10 20 30 40 5o cwr 0 2 4 6 8 10 12 nWh