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13P )0 GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT Permit A� 108 Eighth Street, Suite 201 Assessor's Parcel No. Glenwood Springs, Coloradof 81601 c)2 13'13 e 3 _ -U 0 7 Phone (970) 945-8212 INDIVIDUAL SEWAGE DISPOSAL PERMIT PROPERTY C /0 L)JCA 0.1 �� ? lata+4 Owner's Name` % ., e Ira E Pro P • f b r+g -Present Address System Location tttb Legal Description of Assessor's Parcel No Ltd - This does not constitute a building or use permit. AI V`� { I ° F531.1 ��.�), / 1r ` v(fr C,4(e f"'ree, Phone 4/' RC) - ) ' �D 0 o i . , f 6d-,3 Ori SYSTEM DESIGN Septic Tank Capacity (gallon) Other Percolation Rate (minutes/inch) Number of Bedrooms (or other) Required Absorption Area - See Attached 41 Special Setback Requirements: G° Date Inspecto FINAL SYSTEM INSPECTION AND APPROVAL (as installed) Call for Inspection (24 hours notice) Before Covering Installation System Installer i X00 7 Septic Tank Capacity Septic Tank Manufacturer or Trade Name Septic Tank Access;within 8" of surface err , Absorption Area Absorption Area Type and/or Manufacturer or Trade Name Adequate compliance with County and State regulations/requirements Other Date Inspector RETAIN WITH RECEIPT RECORDS AT CONSTRUCTION SITE *CONDITIONS: 1. All installation must comply with all requirements of the Colorado State Board of Health Individual Sewage Disposal Systems Chapter 25, Article 10 C.R.S. 1973, Revised 1984. 2. This permit is valid only for connection to structures which have fully complied with County zoning and building requirements. Con- nection to or use with any dwelling or structures not approved by the Budding and Zoning office shall automatically be a violation or a requirement of the permit and cause for both legal action and revocation of the permit. 3. Any person who constructs, alters, or installs an individual sewage disposal system in a manner which involves a knowing and material variation from the terms or specifications contained in the application of permit commits a Class I, Petty Offense ($500.00 fine — 6 months in jail or both). White - APPLICANT Yellow - DEPARTMENT INDIVIDUAL SEWAGE DISPOSAL SYSTEM APPLICATION P- c -2,1 -- OWNER 13 !-i-` 4 v 002-126 7 7 ADDRESS 6 1 3 C -t--7-'4 `171 D, co PHONE CONTRACTOR S i E VE_ ADDRESS a Z3 C. -LA -1-r . STr 17 � Go 0? -4 PHONE 3413, -41e; 44,54 -f-': S I Ue PERMIT REQUEST FOR (pQ NEW INSTALLATION ( } ALTERATION ( ) REPAIR Attach separate sheets or report showing entire area with respect to surrounding areas, topography of area, habitable building, location of potable water wells, soil percolation test holes, soil profiles in test holes (See page 4). LOCATION OF PROPOSED FACILITY: Near what City of Town �o L� N � e Legal Description or Address L f WASTES TYPE: Size of Lot 2_ R` ar e_soeJ e_ L) DWELLING ( ) COMMERCIAL OR INDUSTRIAL ( ) NON-DOMESTIC WASTES ( ) OTHER- DESCRIBE ( ) TRANSIENT USE BUILDING OR SERVICE TYPE: Com_-_ s 4- __ _- 5‹ Number of Bedrooms Z Number of Persons 3 2. ( ) Garbage Grinder ( ) Automatic Washer ( ) Dishwasher SOURCE AND TYPE OF WATER SUPPLY: ) WELL ( ) SPRING ( ) STREAM OR CREEK If supplied by Community Water, give name of supplier: DISTANCE TO NEAREST COMMUNITY SEWER SYSTEM: Was an effort made to connect to the Community System? A site plan is required to be submitted that indicates the following MINIMUM distances: Leach Field to Well: Septic Tank to Well: Leach Field to Irrigation Ditches, Stream or Water Course: 50 feet 100 feet 50 feet Septic System (septic tank & disposal field) to Property Lines: 10 feet YOUR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT WILL NOT BE ISSUED WITHOUT A SITE PLAN. GROUND CONDITIONS: Depth to first Ground Water Table Percent Ground Slope 7,5 1." 55 )-Lv-• % 2 TYPE OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM PROPOSED: ( ) SEPTIC TANK f AERATION PLANT ( ) VAULT ( ) VAULT PRIVY ( ) COMPOSTING TOILET ( ) RECYCLING, POTABLE USE ( ) PIT PRIVY ( ) INCINERATION TOILET ( ) RECYCLING, OTHER USE ( ) CHEMICAL TOILET( ) OTHER -DESCRIBE FINAL DISPOSAL BY: (oL) ABSORPTION TRENCH, BED OR PIT ( ) EVAPOTRANSPIRATION ( ) UNDERGROUND DISPERSAL ( ) SAND FILTER ( ) ABOVE GROUND DISPERSAL ( ) WASTEWATER POND ( ) OTHER -DESCRIBE WILL EFFLUENT BE DISCHARGED DIRECTLY INTO WATERS OF THE STATE? ND PERCOLATION TEST RESULTS: (To be completed by Registered Professional Engineer, if the Engineer does the Percolation Test) Minutes 3 per inch in hole No. 1 Minutes ii per inch in hole No. 3 Minutes S per inch in hole No. 2 Minutes per inch in hole No. _ Name, address and telephone of RPE who made soil absorption tests: -7(7,-&_ y i ,LL,,,,, 5 , µ . if:, P e. 562.6 C',,,au_ /pi, is 1 ..,..w0,.1 -i .cr,,,5. /70- vis - Name, address and telephone of RPE responsible for design of the system: R‘,1 __ o :i z 706z6-Htz.s- Applicant acknowledges that the completeness of the application is conditional upon such further mandatory and additional tests and reports as may be required by the local health department to be made and furnished by the applicant or by the local health department for purposed of the evaluation of the application; and the issuance of the permit is subject to such terms and conditions as deemed necessary to insure compliance with rules and regulations made, information and reports submitted herewith and required to be submitted by the applicant are or will be represented to be true and correct to the best of my knowledge and belief and are designed to be relied on by the local department of health in evaluatin g the same for purposes of issuing the permit applied for herein. I further understand that any falsification or misrepresentation may result in the denial of the application or revocation of any permit granted based upon said application and in legal action for perjury as provided by law. Signed Date PLEASE DRAW AN ACCURATE MAP TO YOUR PROPERTY!! 3 Aug -02-99 09;21A NDIVIDUAL SEWAGE DISPOSAL YSTEM APPLICA ION Gito OWNER i) l t c t 40^)` ADDRESS .1� d fC44W ee f- /. Z v53TT CONTRACTOR 444VA ADDRESS_— �.W P.02 PHONE `4 _59 co, PHONE PERMIT REQUEST FOR (\ NEW INSTALLATION ( ) ALTERATION ( ) REPAIR Attach separatt sheets or report showing entire area with respect to surrounding areas, topography of area, habitabi building, lciezal:ion of potable water wells, soil percolation test holes, soil profiles in test holes (See page 4). ALOC ATIQN.. F..._PROPOSED FACILITY: Near what City of Town C_ �x • Legal Desi riji,ptionor Address 1,AC1 ���a.vsG ( -� �( S L-�. Wolf 0,) ecooiJ&- u). WASTES TYPE: (4 DWELLING ( ) TRANSIENT USE ( ) COMMERCIAL OR INDUSTRIAL ( ) NON-DOMESTIC WASTES ( ) OTHER - DESCRIBE BUILDING'OR SERVICE TYPE: Ke S ‘12 Ps,b Number of bedrooms Number of Persons ( Yr—Garbage Grinder (14--Alitomatic Washer ( ti -Dishwasher SOURCE AND TYPE OF WATER SUPPLY: ( t --)--WELL ( ) SPRING ( ) STREAM OR CREE If supplied by Community Water, give name of supplier: DISTANCE TO NEAREST COMMUNITY SEWER SYSTEM: n4 c 4 --es K Was an effort made to connect to the Community System? . N o A site play&is reaui,red to be stxbrnitted that indicates the ollowh3E MINIMUM distances: Leach Field, to Well: 100 feet Septic Tank to Well: 50 feet Leach Field to irrigation Ditches, Stream or Water Course: 50 feet Septic Sys$1.em to Property Lines: 10 feet YOUR 1N►I UAL SEWA AL SYSTEM PERMIT WILL NOT BE ISSUED WTTHQU[ A WE PikAN. GROUND`; CONDITIONS: Depth to first Ground Water Table ee 'it --S el4).4__ — c 4f6 Percent +hound Slope 70 2 (NI Feb 27.07 07:14a LfIJH sent Ey: muse•inc; V ug—e —r iJy :SCA 3035551212 303 963 0586; Feb -26.07 3:05PM; TYPE OF IVIDUAL SEWAGE DISPOSAL SYSTEM PROPOSED: (V) S€ " TAMC ( ) AERATION PLANT ( ) VAULT ( ) V ''T PRIVY ( ) COMPVSTINGTOILET ( ) RECYCLING, POTABLE USE ( ) p ; •:`: ( ) INCINERATION TOILET ( ) RECYCLING, OTHER USE ( ) :_ CAL TOILET ( ) OTHER - DESCRIBE FINAL D . 'e SAL BY: (11 .lsa�TION TRENCH, BED OR FIT ( ) . t�► • GROUND DISPERSAL ( ) ABIO GROUND DISPERSAL ( ) ©: a - DESCRIBE WILL EFF NT BE DISCHARGED DIRECTLY INTO WATERS OF THE STATE? 4o FfigkOi4 N TEST RE,1U ,T& (To be completed by Registered Professional Engineer, if the Engineer does tb Percolat t ;. st) "'Sfrroic fe-p p.1 Page 1 P.03 ( ) EVAPOTRANSPIRATION (xi) SAND FILTER ( ) WASTEWATER POND Name, ad Name, 1;?Arti Applicant additional or by the subject to informal be true ieaalth ir►. fatiScatitt upon said per inch in hole No. 1 Minutes per inch in hole NO. 3 _per inch in hole No. 2 Meows per inch in hole NO..__. tyyel telephone of RPE who:made soil absorption tests: and telesphone,if RPE responsible for claign of the system.: owl , 1.a. 4 3 t f CA2 + e -t- 'till etL' "La Lt wledges that the complete n css of the application is conditiooal upon such Botha mandatory wt and reports is as may be required by the local health department to be made and furnished by the appli health department for purposed of the evaluation of the application; and the ia•ua1wp of the permit te;tms and conditions as deemed necessary to insure compliance with rules and regulations mad reports submitted herewith and required to be submittal by the applicant are or will be represented t to the beat of xny knowledge and belief *ad are designed to be relied any by the loll department • f Ting the same for purposes of issuing the permit applied fbr herein. I further understand that misrepresentation may result in the denial of the application or revocation of any permit granted ba cation and in legal action or perjury(at provided by rby w it/04,g Date X 2 ,4* --- W AN ACC TE MAP TO YOUR PROPERTY II ,vt-ac-itc ere - 3 e 3 Boarcreok Management and Construction, LLC 133 N. Lena, Unit #4, P.O. Box 669, Ridgway, CO 81432 (970) 626-4125 FAX (970) 626-4179 INDIVIDUAL SEWAGE DISPOSAL SYSTEM DESIGN Date: June 18, 2007 Site address: Lot 7, Roaring Fork Preserve Carbondale, CO Property owner: Bill Hewitt System Contractor: Steve Sutter 623 Clayton St. Denver, CO 80206 303-618-4654 Legal Description: Lot 7, Roaring Fork Preserve Type of building: 2 bedroom ADU Prepared by: John Jennings, P.E. Bearcreek Management and Construction, LLC P.O. Box 669 Ridgway, CO 81432 Hewitt ISDS Page 1 of 3 6/18/2007 1. Summary This report presents the ISDS design for the proposed 2 bedroom, 1,492 sf guest house located at Lot 7 in the Roaring Fork Preserve subdivision near Carbondale, CO in Garfield County. The system will be sized to account for a potential extra bathroom to be installed in a proposed barn. The system is designed using a Norweco Singulair advanced wastewater treatment system with effluent being disposed of in a conventional gravelless chamber leach field. On average, this treatment system removes 96% of the waste prior to discharging into the absorption field. 2. Soils and groundwater Percolation testing for the subject ISDS system was performed by HP Geotech on November 21, 2006. HP Geotech's report is attached. The average of the 3 percolation tests was 4 minutes/ inch. At the time of percolation testing, there was no groundwater or bedrock observed in the 8 foot deep profile pit. The soils encountered were slightly silty sandy gravel with cobbles under 1.5 feet of topsoil. Because of the site's location, another profile pit was dug on June 6, 2007. At this time, groundwater was observed at 2.5 feet below existing ground, which is approximately 5 feet below the lowest finished floor elevation in the house. Since June is typically the month of the highest groundwater, the observed water level will be used as the high ground water elevation in this design. Because of the high groundwater level, the effluent disposal area will be mounded to maintain the required four foot separation. 3. System design Per Section V. of the State of Colorado ISDS regulations: Use 2 bedrooms X 150 gpd/bedroom = 300 gpd flow Add 39.5 gpd for additional bathroom = 339.5 gpd Maximum flow is 150% of average = 509 gpd design flow Per Section VIII, B, system requires 30 hours detention time: Minimum tank capacity = 509 X 1.25 = 636 gallons (750 gallons minimum) Select Norweco Singulair model 960-500 with a 1,300 gallon system capacity 1,300 gallons selected > 750 required : OK Per Section VIII, C., Minimum absorption area per regulations: A=Q 405 =50944/ 5 =204ft2 Increase 20% for garbage disposal Increase 40% for washing machine Decrease 50% for gravelless soil absorption system Increase 10% net Minimum design area per Health regulations = 204 ft2 X 1.1 = 224 ft Use 20 Infiltrator Quick 4 Standard Chambers: 20 X 4' long X 3' wide = 240 ft2 > 224 ft2 required: OK Hewitt ISDS Page 2 43 6/18/2007 The following are included in this report: • HP Geotech report dated November 29, 2006 • Site Plan • Garfield County standards and setbacks • Designed plan and profile layout of system components • Singulair Model 960-500 design drawing • Duplex pump station drawing • Leach field details (Infiltrator Chamber mound) • Singulair system general specifications • Duplex pump station specifications, installation instructions • Infiltrator Quick 4 Chamber brochure and installation instructions 4. Installation/ operation/ maintenance and inspection 4.1 Installation shall be in compliance with this design and all applicable installation recommendations. All setbacks shall be in compliance with Garfield County regulations. 4.2 Operation of the system is fully automatic. The owner/ operator of the facility shall follow the recommended best practices for items placed in the sewer system. The control panel will be connected to a phone line for notification to the installer/ service provider of any alarm conditions. 4.3 An inspection and service visit shall be conducted twice per year by a factory trained and certified service provider The following are included in this report: • Singulair warranty descriptions • Singulair Model 960 owner's manual S. Limitations This report is a site specific design and is applicable only for this client and this site. Site conditions are subject to external environmental effects and may change over time. Use of this plan under different site conditions is inappropriate. If it becomes apparent that the site conditions vary from those anticipated, the design engineer should be contacted to develop any required design modifications. This report has been prepared within the limits prescribed by the owner and in accordance with the current accepted professional practice. No additional design warranty or representation is either expressed or implied. John Jennings, P.E. Date Hewitt ISDS Page 3 of 3 6/18/2007 HEPWORTH - PAWLAK GEOTECHN[CAL May 25, 2007 Muse Architects Attn: Dan Muse 46 Weant Boulevard Carbondale, Colorado 81623 Hepworth-Pawlak Oeatechnical, Inc. 5020 County Road 154 Glenwood Springs, Colorado 81601 Phone: 970-945/7988 Fax: 970.945-8454 email: hpgeo@hpgeotech.coln Job No. 106 0943 Subject: Observation of Excavation, Proposed Hewitt Guest House and Detached Garage, Lot 7, Roaring Fork Preserve, Garfield County, Colorado Dear Mr. Muse: As requested, a representative of Hepworth-Pawlak Geotechnical, Inc. observed the excavation at the subject site on May 25, 2007 to evaluate the soils exposed for foundation support. The findings of our observations and recommendations for the foundation design are presented in this report. We previously conducted a subsoil study for design of foundations at the site and presented our findings in a report dated November 29, 2006, Job No. 106 0943. At the time of our visit to the site, each of the foundation excavations had been cut in one level from 1/2 to 11/2 feet below the adjacent ground surface. The soils exposed in the bottom of the excavation consisted of "pit run" sandy gravel with cobble fill. No free water was encountered in the excavation and the soils were slightly moist to moist. A shallow pit had been excavated in the middle of the detached garage excavation which showed the "pit run" gravel fill was underlain by natural slightly silty sandy gravel with cobbles. We understand that the topsoil was removed to expose the natural gravels and footing grade was re-established with compacted imported "pit run" gravel. The gravel fill appeared firm and is too rocky to perform density tests. Some water seepage was reportedly encountered at the northeast corner of the guest house prior to placing the "pit run" fill. The soil conditions exposed in the excavation appear consistent with those previously encountered on the site and suitable for support of spread footings placed on the "pit run" fill and designed for the recommended allowable bearing pressure of 3,000 psf. Loose and disturbed soils should be compacted in the footing areas. Other recommendations presented in our previous report which are applicable should also be observed. Parker 303-841-7119 Colorado Springs 719-633-5562 ® Silverthorne 970-468-1989 Muse Architects May 25, 2007 Page 2 The recommendations submitted in this letter are based on our observation of the soils exposed within the foundation excavation and the previous limited subsurface exploration at the site. Variations in the subsurface conditions below the excavation could increase the risk of foundation movement. We should be advised of any variations encountered in the excavation conditions for possible changes to recommendations contained in this letter. If you have any questions or need further assistance, please call our office. Sincerely, HEPWORTH — PAWLAK GEOTCHNICAL, INC. Daniel E. Hardin, P.E Rev. by: SLP DEHlksw cc: Ernest Kollar Engineers, Inc -- Attn: Ernie Kollar a ft VO imtp®qA �.t� fF' 24443 51;19 fa atk. �S� Roeger4a �N� Joh No. 106 0943 Gtech HEPWORTH - PAWLAK GEOTECHNICAL November 29, 2006 Muse Architects Attn: Dan Muse 46 Weant Boulevard Carbondale, Colorado 81623 1-iepttorrh-Nwlak €.3E'utechnic li, Ita�- 5020 County R.m 1 154 Glenwood ;Springs, t:ul=xuzls) tiI60I Phone: 970-945-7988 Fux: 970-945-8454 Juu,il: h(tgei4hrgeot,Cil-„Fl) Job No.106 0943 Subject: Subsoil Study for Foundation Design and Percolation Test, Proposed Hewitt Guest House and Detached Garage, Lot 7, Roaring Fork Preserve, Garfield County, Colorado. Dear Mr. Muse: As requested, Hepworth-Pawlak Geotechnical, Inc. performed a subsoil study and percolation test for foundation and septic disposal designs at the subject site. The study was conducted in accordance with our agreement for geotechnical engineering services to Muse Architects dated November 1, 2006. The data obtained and our recommendations based on the proposed construction and subsurface conditions encountered are presented in this report. Hepworth-Pawlak Geotechnical, Inc. previously conducted a preliminary geotechnical study for the development and presented our findings in a report dated November 30, 2000, Job No. 100 627. Proposed Construction: The proposed guest house and detached garage will be single story wood frame structures located on the site as shown on Figure 1. Ground floors will be structural over a crawlspace for the guest house and slab -on -grade in the garage. Cut depths are expected to be about 3 feet. Foundation loadings for this type of construction are assumed to be relatively light and typical of the proposed type of construction. The septic disposal system is proposed to be located southwest of the structures, If building conditions or foundation loadings are significantly different from those described above, we should be notified to re-evaluate the recommendations presented in this report. Site Conditions: The site was vacant at the time of our field exploration. There are shallow irrigation ditches across the site. Two deeper irrigation ditches are located to the north of the guest house. The ground surface is relatively flat with a gentle slope down to the northwest. Vegetation consists of grass and weeds with cottonwood trees along the larger ditches. The area of standing water shown on the site plan was not observed at the time of our site visit on November 20, 2006. Subsurface Conditions: The subsurface conditions at the site were evaluated by excavating two exploratory pits in the building area and one profile pit in the septic disposal area at the approximate locations shown on Figure 1. The logs of the pits are presented on Figure 2. The subsoils encountered, below about 1 to 1'/2 feet of topsoil, Parker 303-841-7119 0 Colorado Sprints 719-633-5562 Silverthome 970-468-1989 -2 - generally consist of relatively dense, slightly silty sandy gravel with cobbles and small boulders. About 11/2 feet of medium dense, silty to very silty sand was encountered between the topsoil and gravels in Pit 2. Results of swell -consolidation testing performed on a relatively undisturbed -sample of the silt and sand soils, presented on Figure 3, indicate low compressibility under existing moisture conditions and light loading and a low to moderate collapse potential (settlement under constant load) when wetted. The sample showed high compressibility upon increased loading after wetting. Results ofa gradation analysis performed on a sample of the gravels (minus 5 inch fraction) obtained from the site are presented on Figure 4. The laboratory test results are summarized in Table 1. No free water was observed in the pits at the time of excavation and the soils were slightly moist to moist. A pit excavated on Lot 7 as part of the preliminary study encountered similar soils to the excavated depth of 6 feet and groundwater at a depth of 51/2 feet in August 2000. Foundation Bearing Conditions: Construction of the guest house and garage at the site should be feasible based on geotechnical considerations. The natural gravel alluvium soil possesses moderate bearing capacity with a low risk of settlement and should be adequate for support of the proposed building foundation. Groundwater was observed in a pit excavated on lot as part of the preliminary study at a depth of 51/2 feet below the existing ground surface. It has been our experience in the area that groundwater levels can rise during periods of seasonal runoff and heavy precipitation. Due to the relatively shallow groundwater conditions encountered in the area, crawlspace areas should be relatively shallow and kept well ventilated. As an alternative, a slab -on -grade floor could be considered to reduce the risk of having a wet crawlspace. Foundation Recommendations: Considering the subsoil conditions encountered in the exploratory pits and the nature of the proposed construction, we recommend spread footings placed on the undisturbed natural gravel soil designed for an allowable soil bearing pressure of 3,000 psf for support of the proposed guest house and garage. The upper silt and sand soils tend to compress after wetting and there could be some post - construction foundation settlement. Footings should be a minimum width of 16 inches for continuous walls and 2 feet for columns. Silty sand and loose disturbed soils encountered at the foundation bearing level within the excavation should be removed and the footing bearing level extended down to the undisturbed natural gravel soils. Voids created by the removal of large rocks should be backfilled with compacted sand and gravel or with concrete. Exterior footings should be provided with adequate cover above their bearing elevations for frost protection. Placement of footings at least 36 inches below the exterior grade is typically used in this area. Continuous foundation walls should be reinforced top and bottom to span local anomalies such as by assuming an unsupported length of at least 10 feet. Foundation walls acting as retaining structures should be designed to resist a lateral earth pressure based on an equivalent fluid unit weight of at least 45 pcf for the on-site soil, excluding vegetation, topsoil or oversized rock, as backfill. Job No. I06 0943 G Iegtech -3 - Floor Slabs: The natural on-site soils, exclusive of topsoil, are suitable to support lightly loaded slab -on -grade construction. To reduce the effects of some differential movement, floor slabs should be separated from all bearing walls and columns with expansion joints which allow unrestrained vertical movement. Floor slab control joints should be used to reduce damage due to shrinkage cracking. The requirements for joint spacing and slab reinforcement should be established by the designer based on experience and the intended slab use. A layer of 3/4 -inch screen rock could be placed below slabs -on -grade as a leveling course. All fill materials for support of floor slabs should be compacted to at least 95% of maximum standard Proctor density at a moisture content near optimum. Required fill can consist of the on-site gravel soils devoid of vegetation, topsoil and oversized rock. Surface Drainage: The following drainage precautions should be observed during construction and maintained at all times after the buildings have been completed: 1) Inundation of the foundation excavations and underslab areas should be avoided during construction. 2) Exterior backfill should be adjusted to near optimum, moisture and compacted to at least 95% of the maximum standard Proctor density in pavement and slab areas and to at least 90% of the maximum standard Proctor density in landscape areas. 3) The ground surface surrounding the exterior of the building should be sloped to drain away from the foundation in all directions. We recommend a minimum slope of 6 inches in the first 10 feet in unpaved areas and a minimum slope of 3 inches in the first 10 feet in pavement and walkway areas. 4) Roof downspouts and drains should discharge well beyond the limits of all backfill. Percolation Testing: Percolation tests were conducted on November 21, 2006 to evaluate the feasibility of an infiltration septic disposal system at the site. One profile pit and three percolation holes were dug at the locations shown on Figure 1. The test holes (nominal 12 inch diameter by 12 inch deep) were hand dug at the bottom of shallow backhoe pits and were soaked with water one day prior to testing. The soils exposed in the percolation holes are similar to those exposed in the Profile Pit shown on Figure 2 and consist of about 1V2 feet of topsoil overlying slightly silty sandy gravel with cobbles and small boulders to the pit depth of 8 feet. The percolation test results are presented in Table 2. The percolation test results indicate infiltration rates between 3 and 5 minutes per inch with an average of 4 minutes per inch. Based on the subsurface conditions encountered and the percolation test results, we recommend that a professional engineer be engaged to design the infiltration septic disposal system. Limitations: This study has been conducted in accordance with generally accepted geotechnical engineering principles and practices in this_area at this time. We make no warranty either expressed or implied. The conclusions and recommendations submitted in this report are based upon the data obtained from the exploratory pits excavated at the locations indicated on Figure 1, the proposed type of construction and our experience in Job No.106 0943 the area. Our services do not include determining the presence, prevention or possibility of mold or other biological contaminants (MOBC) developing in the future. If the client is concerned about MOBC, then a professional in this special field of practice should be consulted. Our findings include interpolation and extrapolation of the subsurface conditions identified at the exploratory pits and variations in the subsurface conditions may not become evident until excavation is performed. If conditions encountered during construction appear different from those described in this report, we should be notified at once so re-evaluation of the recommendations may be made. This report has been prepared for the exclusive use by our client for design purposes. We are not responsible for technical interpretations by others of our information. As the project evolves, we should provide continued consultation and field services during construction to review and monitor the implementation of our recommendations, and to verify that the recommendations have been appropriately interpreted. Significant design changes may require additional analysis or modifications to the recommendations presented herein. We recommend on-site observation of excavations and foundation bearing strata and testing of structural fill by a representative of the geotechnical engineer. If you have any questions or if we may be of further assistance, please let us know. Respectfully Submitted, HEPWORTH - PAWLAK G Jordy Z. Adamson, Jr., Reviewed by: Daniel E. Hardin, P.E. JZAfksw attachments Figure 1 — Location of Exploratory Pits and Percolation Test Holes Figure 2 Logs of Exploratory Pits Figure 3 — Swell -Consolidation Test Results Figure 4 — Gradation Test Results Table 1 — Summary of Laboratory Test Results Table 2 — Percolation Test Results cc: Ernest Kollar Engineers, Inc. -- Attn: Ernie Kollar Job No.106 0943 ORTH-PAWLAK G CHNICAL LOCATION OF EXPLORATORY PITS AND PERCOLATION TEST HOLES FIGURE 1 a) L � 10 LEGEND: N NOTES: PITT • ELEV.= 9981 PIT 2 ELEV.= 999' • =9 we=52 DD=93 ••a -200=50 PROFILE PIT ELEV.= 10011 A +4=76 — -I -200=2 10 TOPSOIL; sandy silt and clay, organic, roots, firm, moist, dark brown. SAND (SM); silty to very silty, medium dense, slightly moist, Tight brown. GRAVEL AND COBBLES (GP -GM); sandy, slightly silty, with small boulders, dense. moist, Tight brown, subrounded to rounded rocks. 2" Diameter hand driven liner sample. Disturbed bulk sample. 1. Exploratory pits were excavated on November 20, 2006 with a Yanmar Mini -excavator. 2. Locations of exploratory pits were measured approximately by pacing from features shown on the site plan provided. Elevations of exploratory pits were obtained by interpolation between contours shown on the site plan provided. Logs are drawn to depth. 4. The exploratory pit locations and elevations should be considered accurate only to the degree implied by the method used. 5. The lines between materials shown on the exploratory pit logs represent the approximate boundaries between material types and transitions may be gradual. 6. No free water was encountered in the pits at the lime of excavating. Fluctuation in water level may occur with time. 7. Laboratory Testing Results: WC = Water Content (%) DD = Dry Density (pcf) +4 = Percent retained on the No. 4 sieve -200 — Percent passing No. 200 sieve 106 0943 LOGS OF EXPLORATORY PITS Figure HEPWORTIFPAWLAK G1EVIECHNICAL Compress on % 0 1 2 3 4 5 6 7 8 9 10 11 12 Moisture Content = 5.2 percent Dry Density = 93 pcf Sample of: Silt and Sand From: Pit 2 at 22 Feet 1 Compression upon "'wetting 0.1 1.0 APPUED PRESSURE - ksr 10 100 106 0943 FfEPWO ?I AWI.AK GIEOTECHNICAL SWELL -CONSOLIDATION TEST RESULTS Figure 3 PERCENT RETAINED HYDROMETER ANALYSIS SIEVE ANALYSIS 24 MR. 7 FIR TIME READINGS U.S. STANDARD SERIES 0 45MIN.15MIN- 60MIN19MIN.4MIN. 1 MIN. #200 #100 #50 #30 #16 #8 #4 3/8 314" 1 1/0 3' 5"6 8" 00 CLEAR SOUARE OPENINGS 10 40 50 70 100 .001 .002 .005 .009 .019 .037 .074 .150 300 .600 1.18 2.36 4.75 9.5 19.0 37.5 76.2 152 203 12.5 127 DIAMETER OF PARTICLES IN MILLIMETERS i SAND GRAVE 1 wowIcaAR � 1 Cam I CORMS ftAYTOO7I GRAVEL 76 % SAND 22 % SILT AND CLAY 2 % LIQUID LIMIT % PLASTICITY INDIX % SAMPLE OF: Sandy Gravel with Cobbles FROM: Pit 3 at 4 Feet 90 70 40 20 10 0 PERCENT PASSING 106 0943 HEPvORniPAWZJ. c Gam. GRADATION TEST RESULTS Figure HEPWORTH-PAWLAK GEOTECHNICAL, INC. TABLE 1 SUMMARY OF LABORATORY TEST RESULTS Job No, 106 0943 SAMPLE LOCATION NATURAL MOISTURE CONTENT (%) NATURAL DRY DENSITY(0/0 (Pcf) GRADATION. PERCENT PASSING NO. 200 SIEVE ATTERBERG LIMITS UNCONFINED COMPRESSIVE STRENGTH (PSF) SOIL OR BEDROCK TYPE PIT • DEPTH (ft) GRAVEL SAND %} .._ LIQUID LIMIT (%) PLASTIC INDEX (%) 21 5.2 93 50 Silt and Sand Profile 3 to 4 76 22 2 Sandy Gravel with Cobbles HEPWORTH-PAWLAK GEOTECHNICAL, INC. TABLE 2 PERCOLATION TEST RESULTS JOB NO. 106 0943 HOLE NO. HOLE DEPTH (INCHES) LENGTH OF INTERVAL (MIN) WATER DEPTH AT START OF INTERVAL (INCHES) WATER DEPTH AT END OF INTERVAL (INCHES) DROP IN WATER LEVEL (INCHES) AVERAGE PERCOLATION RATE (MIN./INCH) P-1 44 5 Water added Water added Water added Water added 5 2 3 3 53/4 2 3/4 3 6 3 3/4 2% 514 4 13/4 4 2'h 1'/2 6' 4 3/4 13/4 4 /4 3'/4 1' 31/4 13/4 1�/2 P-2 34 5 Water added Water added Water added 6 4 2 5 6 41A 13/4 6 5 1 5 4 1 4 3 1/2 'h 6 '/2 5'/z 1 5 1/2 4 'h 1 4 1/2 3 '/a 1 P-3 34 5 Water added Water added Water added 7 4'/2 2'/2 4 7 5 W 1'/2 7'/2 6' %2 1 61h 5 V4 1 1/4 5 1/4 3 3/4 1 1/2 7'/z 6 3.4 4/4 6 3/4 5 1h 11/4 5 1/2 4'/4 1 '/4 Note: Percolation test holes were hand dug in the bottom of backhoe pits and soaked on November 20, 2006. Percolation tests were conducted on November 21, 2004. The average percolation rates were based on the last two readings of each test. • SITE PLAN NOTE5= I. ARCNITECTLIRAL 300' -OJ" CIVIL 99'-1" 2. STRIP TOP SOIL PRIOR TO EXCAVATION AND STOCKPILE FOR REDISTRIBUTION AFTER FINAL GRADING AND PRIOR TO LANDSCAPING. 3. NO DEVELOPMENT ACTIVITY INGLUD TNG± GRADING, LANDSCAPING Oil VEGETATION REMOVAL, SMALL, OCCUR OUTSIDE OF TI -SE EXISTING PROPERTY LINES. 4. FINAL GRADES TO PROVIDE POSITIVE DRAINAGE AT MINIMUM OF 12" In 10`-O" AUJAY FROM SUI1.DING, 5. GENERAL • CONTRACTOR TO CALL FOR SOIL'S ENGINEER FIELD INSPECTION AND REPORT UPON EXCUVATIQN FOR FOUNDATION. SITE NOTES I, ARCHITECTURAL 100' - 000 2, STRIP TOP SOIL PRIOR TO EXCAVATION AND STOC FOR REDISTRIBUTION AFTER FINAL G CS AND PRIOR TO LANDSCAPING. 3. NO DEVELOPMENT, ACTIVITY INCLUDING GRADING, LANDSCAPING OR VEGETATION REMOVAL, St -{ALL OCCUR OUTSIDE OF THE EXISTING PROPERTY LINES. 4. FINAL GRADES TO PROVI MINIMUM OF 10'-0" AWAY FROM BUILDING. POSITIVE DRAINAGE AT SITE DRAINAGE PROVIDE SITE GRADING AND PIPING SYSTEMS AS INDICATED ON DRAWINGS AND AS REQUIRED TO DIVERT WATER AWAY FROM BUILDINGS AND DISCHARGE INTO suI38OILs. PROVIDE FOUNDATION DRAINAGE SYSTEMS AROUND BUILDINGS AS INDICATED AND AS NEEDED FOR A COMPLETE AND PROPER SYSTEM, CONNECT PERIMETER DRAIN SYSTEMS TO DAYLIGHT OR DRYWELL5 AS REQUIRED. FOUNDATION DRAINAGE PIPING SI -}ALL BE 4" DIAMETER SCHEDULE 40 PERFORATED PVC PIPE WITH A FIBERGLASS FILTER FABRIC COVERING IN A MINIMUM OF 12" OF 3/4" DIAMETER WASHED GRAVEL. LOCATE PIPING AT SOTTOil OF FOUNDATION WALLS WITH A MINIMUM POSITIVE SLOPE OF I/4" PER FOOT. GEOTEXTILE FILTER FABRIC SNALL BE MIRADRAIN 6000 SERIES OR APPROVED EQUAL. SITE UTILITIES UNDERGROUND SITE UTILITIES SHALL BE INSTALLED IN ACCORDANCE WITH APPLICABLE CODES AND REGULATIONS AND 514ALL CONFORM TO ACCEPTED PRACTICE FOR QUALITY RESIDENTIAL CONSTRUCTION. UNDERGROUND SITE uTILITIES 5I -TALL INCLUDE TELEPHONE, ELECTRIC, NATURAL GAS, WATER, AND SEWER A5 SHOWN ON THIS SHEET WELL PUMP PROVIDE WELL PUMP AND ANY ADDITIONAL DOMESTIC WATER REQUIREMENTS AS NECESSARY FOR THE EXISTING WELL SYSTEM AND THE LOAD IMPOSED BY THE WORD SI-1QU. 1. COMPLY WITI-1 ALL GOVERNING. CODES AND REGULATIONS, INSTALL MATERIALS AND SYSTEMS IN ACCORDANCE WITH MANUFACTURER= 5 INSTRUCTIONS. TEST FOR PROPER OPERATION. TEST WATER FOR POTABILITY AND CONTENT. CLEAN AND PROTECT ALL WORK FROM DAMAGE. Ft -A -4J & ,s Leht:A/75 I GA ICN EAs»EST SOUTH OF TMS LINE BITE PLAN 1"040-0" LEGAL DESCRIPTION LOT "i, ROARING FORK PRESERVE SUBDIVISION, GARFIELD COUNTY, COLORADO. / 1 AK.% 1194 5 fari IMP 01.r. tleerA LOT 8 I.EGALDESCRIPTION, SY LINES IN SPACE (SEE SURVEY) ACCESS EASEMENT Arr access, easement situated In Lot8, Roaring Fork Preserve, Garfield County, Colorado, and being mere particularly described as follows: Beginning al the Nertneast Comer of said Lot 8; thence S20'44.1211277A2 feel @Fong the Westedyboundoly line of said 3x18; thence N 03°1Ti5'W 73E9 feel thence N 20'44°12"E 195,13 feet 10 a point an the Southerty dghbobvray Hee of Weeping 1,151009 Lane as bunt and In place, also being a point on the Northerly boundary tine of sold Lot 8: thence Stang said Southerly nght-ot-way line far 34,15 fent along the em of a 52.00 foot radius curve to the left, the chard of whleh bears N 94'123"5 33.54 feet to the point of beginning. HAFT • 7'1.Se "1 T 6 G`• A on: b THIS DRAWING f5 BASED ON SURVEY BY LINES IN SPACE JOS 006-49 DATED 2-20-01 CONTOUR INTERVAL: 2'-0" NOTE: SONE OF TI -1E LOCATIONS OF OBJECTS SUCH A5 TREES, OR DITCHES ON TI -4I5 DRAWING ARE NOT LOCATED BY A SURVEY. THIS I5 NOt A LEGAL SURVEY AND SHOULD OE USED FOR GENERAL LAY -OUT. 4 WILDING ENVELOPE p `7 44 4 / / COPOICCT r • / / / / PA Ro r< PAVED &IBDtV10ION TOAD 9. BUILDINGS ENVELOPE PPE. PRarECTICN 1 WELL. EASEMENT MUSE ARCHITECTS, INC EMU min MIES EEGME EEtErr EE9:ENIIIMENE IS iumriminao EEri EEII/ZI EECEEE 'E E EZITEEEIr rrMINIE IEI1WiW'ME, EMMA LIR 95 o � 0 ISSUE DATES ,, PERMIT 2-26-01 A CONSTRUCT. 3-14-01 a ADJUSTED LATY OUT. 4-9-01 Z O co 0fl! © U o5 9 J CD g o O L O C? ce ��v Q DRAIN N BY DM, APPROVED BY N15SF,99899519 .hwl IO.SECWto..CO OAMM PIAr'W Be It "s " owomb ss N merest anc.mveurax w.mairx Fva:rorvacawpmr nrncmvon 5 IEET a Absorption area is figured as trench -bottom area and includes a statistical allowance for vertical sidewall area. (c) Absorption area for seepage pits is figured as effective sidewall area beneath the inlet. (d) Unsuitable for seepage pits if over thirty. (e, f) Unsuitable for absorption system if over sixty. Dwelling on less than two acres, areas of high water tables, or areas with a percolation test rate faster than '1" in 5 minutes must have alternative sewage facilities, i.e., central collection, holding tanks, individual treatment, etc. EXCEPTION: Absorption areas may be allowed with percolation rates faster than one (I) inch in five (5) minutes provided the soil is a sandy texture and no water table problems are encountered. I . Maximum length of drainage line: 100 linear feet 2. Minimum width of drainage trench: 18 inches 3. Minimum spacing between trenches or pipes: 6 feet 4. Maximum grade of drainage lines: As level as possible 5. Minimum depth rock under drain PVC: 6" under PVC, 2" over PVC 6. Minimum depth of cover over distribution lines: 12 inches 7. Maximum depth of cover over distribution lines: Variable 8. Minimum grade of house sewer: 1/8 to l/4" per linear ft. 9. Minimum distance of sewage disposal system from dwelling: 20 feet 10. Minimum distance of septic tank from dwelling: 5 feet 11. Minimum distance of leaching area to a well: 100 feet 12. Minimum distance of septic tank to a well: 50 feet 13. Minimum distance of leaching area to a stream or water course: 50 feet 14. Minimum distance from septic tank and disposal field to property lines: 15. Minimum sewer pipe and distribution pipe: 10 feet for drywell 10 feet for leach field 4 inch diameter Septic construction should be of concrete, concrete block or ofa material that will resist deterioration and which can be made reasonable watertight. Acceptable drain field pipe materials include plastic, terra cotta or concrete. If the house sewer line is longer than 10 feet between house and septic tank, a clean-out Y should be installed as near as practical to the house. Septic tanks should be inspected once a year and cleaned when necessary. Cleaning is recommended when space between the scum accumulation and sludge residue on the tank bottom is less than eighteen (18) inches. The Department recommends pumping a septic tank once every four (4) years when a yearly inspection by the owner is not practical. ISDSFeb2006 G P - F1i�.e_-tom c o L'/ 77 �- 8 1-1-23-(x/ 1-71 PumNJ vLE->w L. -A -4(o Li - c>" ((WV 'JDets if\-1E0S (Z.1? A-raA e46, INFELTAA-ToR ok.kc,K4 5:TANDARO CvAskriBeAks 11/41\\O-I10pwP Pvc- N6e-R.A11-6 E. DUL r; PO, MP STKMoN N Gt,4IP% WA-VTE16.,4errE4t r6try/, VegarFr ALL CPE 4 tItTes4 C.Orlr.,4XT REOrralb FoR, cuLvEser,F Ye. 561-. LOC, CX vERMT ACTLAL. LOCGIO+1 Frta 0-t L 9J4 WO PVC - I/0.61.025_ BUILDING ENVELE 19 s ETOAcl< FR0 INN't,t):1:COTO • ?-40USE LOC.41;10N.. 1\ 101 -Gr- -70 cRPL.;`1. /-Np L-Vree F---112„:„ 5t'," aft L. L-. w E LMJE\*,:t -4- IA a fts P° 5t A-zmP (tfa % s Lo -RE TD zrrp, . C2) 11, 14,-) 4/"Sc i-r P ± d -7: t 4 E ALTERNATE INLET REMOVABLE INSPECTION COVER WITH LOCATION GROUT OR SYNTHETIC SEAL CAST -IN-PLACE HANDLE EXTENDED AERATIO CHAMBER AERATOR MOUNTING CASTING AND COVER WITH FRESH AIR VENT ASSEMBLY r r 4" DIAMETER INLET LINE/ PRETREATMENT CHAMBER ALTERNATE INLET LOCATION NORWECO FRESH AIR VENT ASSE SINGULAR° AERATOR (SEE NOTE i) AERATOR MOUNTING CASTING BLY UNDERGROUND POWER SUPPLY ENTRANCE (SEE AERATOR MOUNT/NG A DETAIL DRAWING) GROUT OR SYNTHETIC SEAL PRETREATMENT CHAMBER NSTALLATION PLAN VIEW SOLVENT WELD CONNECTION CAST -IN-PLACE RECEIVING FLANGE BIO -KINETIC° SYSTEM LOCKING LUGS 4" DIAMETER EFFLUENT LINE BIO -KINETIC® SYSTEM MOUNTING CASTING AND COVER NAL CLARIFICATION CHAMBER OPTIONAL BLUE CRYSTAL° CHLORINATION SYSTEM OPTIONAL BIO -NEUTRALIZER` DECHLORINATION SYSTEM BIO -KINETIC° SYSTEM MOUNTING CASTING GASKETED DISCHARGE FLANGE ASSEMBLY SINGULAIR° TANK OUTLET COUPLING 1 7O 4" DIAMETER EFFLUENT LINE BIO -KINETIC® SYSTEM DISCHARGE DETAIL 8I0 -KINETIC® SYSTEM MOUNTING BIO -KINETIC° SYSTEM LOCKING LUGS GROUT OR Lai HI SOLVENT WELD CONNECTION 4" DIAMETER EPP LI CASTING PICK-UP GROOVE, TYPICAL SINGULAIR® Bi0•KINETIC® SYSTEM DISCHARGE (SEE DETAIL) SUBMERGED TRANSFER PORT EXTENDED AERATION CHAMBER CAST -IN-PLACE AERATIO CHAMBER TRANSFER PORT SECTION A -A BIO -KIN C° SYSTEM AL CLARIFICATION CHAM ER 810 -STATIC° SLUDGE RETURN OUTLET END VIEW NOTE: TOTAL SYSTEM CAPACITY' 7,3x0 GALLONS RATED CAPACITY: 500 GALLONS PER DAY GENERAL NOTES: ( SINGULAIR° AERATOR, AS TESTED AND ACCEPTED BY NSF. 0 FALL THROUGH SINGULAIR" PLANT FROM INLET INVERT TO OUTLET INVERT IS FOUR INCHES. INLET INVERT IS TWELVE INCHES BELOW TANK TOP_ (3) ON DEEPER INSTALLATIONS, PRECAST RISERS MUST BE USED TO EXTEND AERATOR MOUNTING CASTING AND BIO -KINETIC'" SYSTEM MOUNTING CASTING TO GRADE INSPECTION COVER ON PRETREATMENT CHAMBER MUST 85 DEVELOPED TO VITH!N TWELVE INCHES OF GRADE. (4� TANK REINFORCED PER ACI STD 358-02 CO REMOVABLE COVERS ON RISERS WEIGH IN EXCESS OF SEVENTY-FIVE POUNDS EACH TO PREVENT UNAUTHORIZED ACCESS. 5J CONTACT THE LOCAL. LICENSED SINGULAIR" DISTRIBUTOR FOR ELECTRICAL REQUIREMENTS_ PROJECT ENGINEER'S APPROVAL: I (WE) HEREBY CERTIFY THAT THIS { DRAWING HAS BEEN CHECKED AND IS APPROVED FOR USE IN CONFORMITY WITH THE CONTRACT DOCUMENTS. DATE: I NAME: I CONTRACTOR'S CERTIFICATION: (WE) HERESY CERTIFY THAT THIS i DRAWING HAS BEEN CHECKED AND IS APPROVED FOR USE IN CONFORMITY WITH THE CONTRACT DOCUMENTS. DATE NAME: CRITICAL D MENSIONS ( i or -3' CB 2'-9" C 2'- 5" 0._202.. 3,- 7.. n 2' 3" i_Ri 4,- 8" E 9.- 3.. 5.. 0'- 2" [M] 4'- 6" [Z} V5. AND FOREIGN PATENTS TIMING 00,00 norweca 443.06 j I 0INGLIL 0R. 0:0.01NET00 WASTEWATER TREATMENT SYSTEM ;.i007I260 700 GPO JMI4 I.0-06 N700 PC.5-7006 SAFETY f SERVICE GUARD N COMPRESSION CLAMP •� Erb, WATERTIGHT JUNCTION BOX PLAN VIEW BASIN RISER (SEE NOTE 4) HEAVY DUTY ACGESS COVER MOISTURE DRIP LIP ELECTRICAL CONDUIT ; TO COF4TAQL PANEL Gj PUMP_ LIFTING CABLE PUMP BASIN J DUPLEX SUBMERSIBLE PUMPS L SECTION A -A FORCE MAIN THROTTLING VALVE DISCONNECT FITTING LAG FLDAT ALARM FLOAT ON FLOAT OFF FLOAT CHECK VALVES GENERAL NOTES: CI) DEPTH OF THE PUMP STATION INLET INVERT IS ADJUSTABLE FROM 28 TO 34 INCHES BELOW GRADE WHEN USING A STANDARD 4" DIAMETER EFFLUENT LINE. t$3 DEPTH OF THE PUMP STATION OUTLET INVERT IS ADJUSTABLE FROM 5 TO 9 INCHES OR FROM 28 TO 34 INCHES BELOW GRADE WHEN USING A STANDARD 'iia' DIAMETER EFFLUENT DISCHARGE. FINISHED GRADE MUST BE MAINTAINED AT LEAST 3 INCHES BELOW THE MOISTURE DRIP LIP OF THE ACCESS COVER. ON DEEPER INSTALLATIONS, RISERS MUST BE USED TO EXTEND THE MOUNTING CASTING TO GRADE. el WHEN ADDITIONAL HOLDING CAPACITY IS REQUIRED, RING SECTIONS CAN 8E ADDED TO INCREASE THE DEPTH OF THE PUMP BASIN, / / DIMENSIONS SHOWN ARE BASED ON A STANDARD PUMP BASIN. SEGMENTED BASINS AND BASINS CONTAINING RINGS OR RISERS WILL REQUIRE ADJUSTMENT, PROJECT ENGINEER'S APPROVAL: I (WE) HEREBY CERTIFY THAT THIS DRAWING HAS BEEN CHECKED AND IS APPROVED FOR USE IN CONFORMITY WITH THE CONTRACT DOCUMENTS. DATE: NAME: CONTRACTORS CERTIFICATION; I (WE) HEREBY CERTIFY THAT THIS DRAWING HAS BEEN CHECKED AND IS APPROVED FOR USE IN CONFORMITY WITH THE CONTRACT DOCUMENTS. DATE: NAME: CRITICAL DIMENSIONS 5'-16114 ` Q ts'-SY2^ 2'A%" 0 El I1 TOLERANCES NOMINAL DIMENSIONS ARE SHOWN AND MAY VARY t-14" IN LENGTH FOR EACH COMPONENT. PANGS PAMITS PLHOINGNS *Aim m DUPLEX PUMP STATION NEM JMM a, 5.2290 NTS 7PC.5.8632 TYPICAL MOUND SECTION FOR QU1CK4 STANDARD SNULRIR 13110-1KINETIC® WASTEWATER TREATMENT SYSTEM MODEL 960 GENERAL SPECIFICATIONS The contractor shall furnish and install one complete Singulair Bio -Kinetic wastewater treatment system with all necessary parts and equipment as described in the following specifications. Treatment of the domestic wastewater shall be accomplished by the extended aeration process with non-mechanical flow equalization, pretreatment of the influent, and filtration of the final effluent. The treatment system shall provide primary, secondary, and tertiary treatment of the wastewater flow, and if required, chlorination and dechlorination of the effluent prior to discharge. All treatment processes shall be contained within reinforced precast concrete tankage meeting ACI standard 318-02. The wastewater treatment system shall be a Singulair Model 960 as manufactured by Norweco, Inc., Norwalk, Ohio, USA. Systems utilizing fiberglass, steel, or plastic tankage are subject to floatation when dewatered and shall not be considered for this application. The wastewater treatment system shall include precast concrete tankage providing separate pretreatment, aeration and final clarification chambers. Principal items of equipment supplied with the system shall be cast -in-place inlet, transfer and outlet ports, outlet coupling, pre -wired electrical control center, mechanical aerator, aerator mounting casting with removable cover, molded plastic vent assembly, Bio -Static sludge return, Bio -Kinetic system mounting casting with removable cover and Bio -Kinetic tertiary treatment device for flow equalization and final filtration of system effluent. OPERATING CONDITIONS Total holding capacity of the system shall provide a minimum of 48 hour retention of the daily flow. The pretreatment chamber shall provide at least 18 hour retention, the extended aeration chamber shall provide at least 24 hour retention, and the clarification chamber shall provide at least 6 hour retention. The non-mechanical flow equalization device shall increase each individual chamber and total system retention time in direct proportion to loading. Design of the system shall include a compartmented tank and non-mechanical flow equalization device to insure successful treatment performance without upset even when the significant runoff period is six hours. Hydraulic design considerations of the system and flow equalization device shall be such that intermittent peak flow factors as high as four shall not upset hydraulic reliability within the system. Capability of the system to perform as outlined, when built by an approved manufacturer, shall be certified by an independent testing laboratory and approved for use by the local governing regulatory agency. PRETREATMENT CHAMBER The pretreatment chamber shall be an integral part of the wastewater treatment system. AH domestic wastewater shall be preconditioned and flow equalized while passing through the pretreatment chamber prior to being introduced to the extended aeration chamber. The outlet of the pretreatment chamber shall be equipped with a discharge tee that extends vertically into the liquid so that only the preconditioned equalized flow from the center area of the chamber is displaced to the extended aeration chamber. The discharge tee and transfer port shall be of adequate size to handle a peak flow factor of four without restricting the outlet and disturbing hydraulic displacement to the extended aeration chamber. A removable inspection cover shall be cast into the top of the pretreatment chamber to allow tank and transfer tee inspection. As a safety measure, the uncovered opening shall be small enough to insure that the tank cannot be entered for inspection or service. ALTERNATE INLET LOCATION CAST -IN-PLACE PRETREATMENT CHAMBER TRANSFER TEE PRETREATMENT CHAMBER INLET LINE ALTERNATE INLET LOCATION EXTENDED AERATION REMOVABLE INSPECTION COVER WITH CAST -IN-PLACE HANDLE CHAMBER AERATION CHAMBER PLAN VIEW AERATOR MOUNTING CASTING AND COVER WITH FRESH AIR VENT ASSEMBLY BIO -KINETIC SYSTEM EFFLUENT LINE WO -KINETIC SYSTEM MOUNTING CASTING AND COVER BIO -STATIC SLUDGE RETURN FINAL CLARIFICATION CHAMBER The extended aeration chamber shall provide in excess of twenty-four hour retention of the equalized daily flow. The chamber shall be of sufficient size to provide a minimum of eighty cubic feet of tank capacity per pound of applied BOD. The aeration chamber length -width -depth ratio shall be designed to insure uniform tank mixing and provide optimum treatment. The aeration chamber(s) shall be an integral part of the system flow path and constructed of properly reinforced five thousand PSI, twenty-eight day compression strength precast concrete. All castings used to construct the precast concrete tankage shall be monolithic units with external and internal walls incorporated into each section. FINAL CLARIFICATION CHAMBER The final clarification chamber shall consist of five functionally independent zones operating together to provide satisfactory settling and clarification of the equalized flow. An inlet zone shall be provided and shall dissipate transfer turbulence at the flow inlet of the clarification chamber. Its performance shall also eliminate turbulence in other zones of the clarifier. Liquid shall be hydraulically displaced from the inlet zone to the sludge return zone. Here hydraulic currents sweep settled sludge from the hoppered walls and return these solids via the inlet zone to the aeration chamber. As solids are removed, liquid is displaced to the hopper zone of the clarifier. In this zone, settling by gravity takes place. Three of the four sidewalls are slanted to form a hopper which directs all settled material back to the sludge return zone. Clarified liquid from the hopperzone shall be displaced into the final settling zone to provide additional clarification of the liquid. The liquid is finally displaced to the outlet zone for final filtration and discharge from the system. Non-mechanical equalization of the flow, through all five independent zones, shall provide optimal settling and clarification. M ECHANICALAERATOR OPTIONAL AERATOR EXTENSION RISER SINGULAR AERATOR AERATOR MOUNTING CASTING FRESH AIR VENT ASSEMBLY OPTIONAL BLUE CRYSTAL CHLORINATION SYSTEM OPTIONAL B10 -NEUTRALIZER DECHLORINATION SYSTEM UNDERGROUND POWER SUPPLY CABLE TO SINGULAIR CONTROL CENTER PRETREATMENT ACCESS COVER e INLET LINE /L" PRETREATMENT CHAMBER • EXTENDED AERATION CHAMBER OPTIONAL BIO -KINETIC SYSTEM EXTENSION RISER SECTION VIEW BIO -KINETIC SYSTEM MOUNTING CASTING FFLUENT LINE 1O -KINETIC SYSTEM CLARIFICATION CHAMBER BID -STATIC SLUDGE RETURN Each Model 96 Singulair aerator shall be installed in a concrete aerator mounting casting above the aeration chamber. It shall include plated mounting brackets, moisture resistant electrical connector, fractional horsepower motor, molded plastic drip shield, molded plastic foam restrictor, stainless steel aspirator shaft and molded glass -filled nylon aspirator. Only the stainless steel aspirator shaft and molded nylon aspirator shall be installed in contact with the liquid. There shall be no submerged electrical motors, bearings, or fixed air piping in the aeration system. Singulair aerator motors shall be designed not to exceed the motor nameplate rating when installed and operated as recommended for the system. The fractional horsepower aerator motor shall be equipped with a foam restrictor to protect the motor against high water and foam. The motor shall be 4 pole, 1725 RPM, 115 volt, 60 Hertz, single phase, ball bearing constructed with a 1.0 service factor. It shall draw less than 4.0 amps when operating at the rated nameplate voltage. Aerator motors operating at speeds in excess of 1800 RPM experience increased bearing DRIP SHIELD MOISTURE RESISTANT ELECTRICAL CONNECTOR VENTED COVER UNDERGROUND POWER CABLE. ROUTE DIRECTLY TO EDGE OF TANK. DO NOT ALLOW CABLE TO CROSS INSPECTION COVER ON TANK TOP. FRESH AR VENT ASSEMBLY VENT ANTI -ROTATION LUGS AERATOR BRACKET MOUNTING GROOVE OPTIONAL AERATOR RISER CASTING AERATOR MOUNTING •,� - 3 t:. ..-, is .e ��d•6e °.`yb Q. GROUT OR SYNTHETIC SEAL MOUNTING CASTING AND POWER CABLE ENTRANCE. DESIGN AERATION CHAMBER ASPIRATOR SHAFT FLOW LINE CASTING SINGULAR AERATOR FOAM RESTRICTOR ASPIRATOR TIP wear, increased operating costs and heat build up and shall not be considered for this application. FRESH AIR VENTING SYSTEM The fresh air supply for the Singulair system shall be provided through a molded plastic vent assembly cast into the concrete access cover above the aerator. Fresh air shall be drawn into the vent assembly through slotted screening ports molded into the vent body and circulated through the drip shield into the aerator intake port. Fresh air shall be drawn down the hollow motor shaft through the intermediate shaft and stainless steel aspirator shaft for infusion into the liquid through the molded nylon aspirator. The plastic aerator vent assembly shall be an epoxy joined, two-piece assembly to eliminate the possibility of cap loss or removal. The concrete access cover shall weigh in excess of seventy-five pounds to discourage unauthorized access. ELECTRICAL CONTROL CENTER Model 96 electrical controls shall be mounted in an injection molded, lockable, corrosion proof enclosure for protection of wiring and components. The enclosure shall be equipped with a tamper evident seal to discourage unauthorized access. Each Singulair control center shall be as manufactured by Norweco, Inc., Norwalk, Ohio, USA, and shall include a manually resettable circuit breaker, selector switch, red warning light and audible alarm (to indicate unprogrammed interruption of aerator operation), internal grounding lug, control wiring and nameplate with distributor address and telephone number, TIME CLOCK PICTORIAL WIRING DIAGRAM CONTROL CENTER MUST BE MOUNTED IN A LOCATION THAT IS ACCESSIBLE FOR SERVICE AND CLEARLY VISIBLE TO OWNER. TIME CLOCK KNO SELECTOR SWITCH (AUTO -OFF -CONT) WARNING LIG CIRCUIT BREAKER TERMINAL STRIP GPS ROE CE IT N6 A INS. 11°USA RUSH RESET WHEN UT 'SER tE AE G N NOTE TIME CLOCK IS FACTORY PRESET TO RUN 3D MIN PER HOUR The aerator run c cle shall be controlled b the use of an 115 VAC BLACK 2 u U v `-2 BLACK TO y y POWER WHITE 2- 2. WHITE SINGULAIR adjustable time clock. Each time clock shall be supplied SUPPLY GREEN 2 / 2 GREEN AERATOR as a pre -wired integral component of the control center. The minimum time clock setting shall not permit the BLACK WIRE MUST BE HOT LEAD - METE WIRE MUSTBENEUTRAL. aerator to be "off" for more than 30 minutes per hour. It SINGULAIR CONTROL CENTER MUST SE WIRED INTO A SEPARATE shall be adjustable in 5 minute increments and designed 10 AMP CIRCUIT AT MAIN ELECTRICAL DISTRIBUTION BOX, such that any adjustment results in additional run time up to 55 minutes per hour Full-time operation (60 minutes per hour) is achieved by moving the selector switch to the "continuous" position. Use of a time clock can seriously affect treatment system performance and operating cost. Therefore, systems that have not been performance certified at the minimum time clock setting by an independent testing laboratory shall not be considered for this application. BLUE CRYSTAL° CHLORINATION SYSTEM (Optional) The wastewater treatment system shall be furnished complete with a six-month supply of Blue Crystal disinfecting tablets installed in the chlorine feed tube of each Bio -Kinetic tertiary treatment device. Blue Crystal tablets shall be specifically formulated for consistent chlorine dosage and effluent disinfection to the sustained, variable and intermittent flows that are typical of domestic wastewater treatment systems. The tablets shall be manufactured from pure calcium hypochlorite and shall contain a minimum of 70% available chlorine. Each tablet within the feed tube shall be 261a" diameter, compressed to a 1" thickness, weigh approximately 5 ounces and be white in color with blue crystals for easy identification. All flow through the Bio -Kinetic system shall contact the Blue Crystal tablets. The tablets shall dissolve in direct proportion to the flow rate, releasing controlled amounts of chlorine. BIO -NEUTRALIZER° DECHLORINATION SYSTEM (Optional) The wastewater treatment system shall be furnished complete with a six-month supply of Bio -Neutralizer dechlorination tablets installed in the dechlorination feed tube of each Bio -Kinetic tertiary treatment device. The dechlorination tablets shall contain active ingredients specially formulated to chemically neutralize both free and combined chlorine. Each tablet within the feed tube shall be 2518" diameter, compressed to a 13116" thickness, weigh approximately 5 ounces and be green in color for easy identification. All flow through the Bio -Kinetic system shall contact the Bio -Neutralizer tablets prior to discharge. The tablets shall dissolve slowly, releasing controlled amounts of chemical for the instantaneous removal of residual chlorine from the system effluent. The dechlorination rate shall be automatic and flow dependent. Periods of high flow shall expose more tablets to the liquid passing through the system and during periods of low flow, fewer tablets shall be exposed. Dechlorination tablets other than those specifically designed for use in the Bio -Kinetic system shall not be considered for this application. BIO -KINETIC° SYSTEM A Bio -Kinetic system shall be installed in the system mounting casting(s) above the outlet zone of the clarification chamber. Each Bio -Kinetic system shall provide non-mechanical flow equalization through all plant processes including pretreatment, aeration, clarification, tertiary filtration, chlorination and dechlorination to insure acceptable treatment results. The assembly shall be supplied with locking lugs and removable moisture/vapor shield and shall consist of a design flow and peak flow micronically molded filter, baffled perimeter settling zone, non-mechanical flow equalization, flow distribution deck, lifting handles, level indicator, adjustment lugs, optional chlorination feed tube, unbaffled perimeter settling zone, solids contact zone, vertical inlet zone, compartmented settling zone consisting of forty-two baffled chamber plates, effluent stilling well, final discharge zone, adjustable outlet weir, optional dechlorination feed tube, outlet zone and gasketed discharge flange. AH components shall be manufactured from inert synthetic material or rubber, assembled in circular fashion and connected to a plastic outlet coupling. The outlet coupling shall accept a 4" diameter, Schedule 40, PVC discharge pipe. Each Bio -Kinetic system shall be installed in a vertical position so that the inverts of the design flow equalization ports are located at the normal liquid level of the clarifier. If intermittent flow rates exceed the capacity of the design flow ports, flow shall be held upstream until the intermittent flow dissipates or continues to increase. if the intermittent flow continues to increase, the liquid level may reach a pair of sustained flow equalization ports. With four ports in use, flow through the system increases while continuing to provide non-mechanical flow equalization to all upstream and downstream processes. Peak flow equalization ports are supplied but should not be required in a properly sized system. Optional Blue Crystal and Bio -Neutralizer tablet feed tubes shall be positioned such that the flow -activated chemical cannot make contact with the liquid upstream of the feed tubes. FLOW EQUALIZATION BIO -KINETIC SYSTEM MOUNTING CASTING COVER OPTIONAL BIO -KINETIC SYSTEM RISER CASTING FINISHED GRADE ; /i,/,// MICRONICALLY off, MOLDED PEAK FLOW FILTER OPTIONAL BLUE CRYSTAL CHLORINATION SYSTEM OPTIONAL BIL} -NEUTRALIZER DECHLORINATION SYSTEM PEAK FLOW EQUALIZATION PORT SUSTAINED FLOW EQUALIZATION PORT DESIGN FLOW LINE DESIGN FLOW EQUALIZATION PORT BIO -STATIC SLUDGE RETURN FINISHED GRADE \%� BIO -KINETIC SYSTEM MOUNTING CASTING BUBBLE LEVEL ADJUSTMENTLUGS PRECAST CONCRETE TANK EFFLUENT LINE UNBAFFLED PERIMETER SETTLING ZONE COMPARTMENTED SETTLING ZONE CAST -IN-PLACE OUTLET COUPLING MICRONICALLY MOLDED DESIGN FLOW FILTER FILTER MESH RETAINER The wastewater treatment system shall include a non-mechanical, demand use, flow equalization device. The device shall control normal residential flow rates and reduce typical residential flow surges (e.g. shower @ 10 minutes duration, bathtub discharge @ 5 minutes duration, clothes washer discharge @ 2 minutes duration, and dishwasher discharge @ 2 minutes duration). The flow equalization rate shall be dependent upon the specific loading pattern and the duration of flow surges. At the 500 gallon per day NSF Standard 40 design loading schedule, minimum performance of the device shall equalize daily flow an average of 48%. Flow equalization devices not capable of this level of performance and/or incorporating electro -mechanical equipment that increase operating costs shall not be considered for this application. BIO -STATIC® SLUDGE RETURN A Bio -Static sludge return shall be installed in the cast -in-place opening(s) in the aeration/clarification chamber wall to provide positive return of settled solids. Each Bio -Static sludge return shall be located such that the inlet end invert, in the aeration chamber, is mounted one inch below the invert of the design flow equalization ports in the Bio -Kinetic tertiary treatment device (submerged one inch below design flow liquid level). Aeration chamber hydraulic currents shall enter the sludge return(s) and be directed through the Bio -Static device into the second zone of the clarification chamber. The hydraulic currents containing the settled and resuspended sludge shall be directed through the clarification chamber inlet zone and returned to the aeration chamber. The Bio -Static sludge return shall accomplish resuspension and return of settled solids without disturbing the clarified liquid in the final settling zone and outlet zone. Each Norweco Bio -Static sludge return shall be manufactured from inert synthetic material and be permanently mounted in the aeration/clarification chamber wall without separate external fasteners or mounting brackets. Each sludge return shall be a passive hydraulic device with no moving parts. Electro -mechanical sludge return equipment requires system dewatering for maintenance and shall not be considered for this application. WARRANTY AND EXCHANGE PROGRAM The manufacturer shall provide a two year limited warranty for each Singulair aerator, control center, Bio -Kinetic system and any other Singulair components purchased from the manufacturer. A comprehensive exchange program offers Singulair owners an additional forty-eight years of equipment protection. The distributor shall provide warranty and exchange program details to the regulatory agency, contractor and customer as required. EQUIPMENT MANUFACTURER ilWRRRAfTY and EXCHAf GE The equipment specified herein shall be the product of a manufacturer having a minimum of seven years experience in the construction of prefabricated wastewater treatment equipment and systems. Bids shall be prepared on the basis of the equipment and material specified herein for purposes of determining the low bid. This is not done, however, to eliminate other products or equipment of equal quality and efficiency. If equipment is to be substituted, approval of such substitution must be made prior to execution of any order. It is assumed that substitution will result in a reduction of cost to the contractor and that if accepted, these savings will be passed along by a reduction in the base bid. SINGULAIR® MODEL 960 DATA CHART Designation: Model 960- 500 GPD 750 GPD 1000 GPD 1250 GPD 1500 GPD Daily Treatment Capacity (Gallons Per Day) Total System Capacity (Gallons) Number of Singulair Aerators Number of Bio -Kinetic Systems Number of Bin -Static Sludge Returns Drawing Number (PC -5) 500 750 1000 1250 1500 1300 1600 2300 2850 3400 1 1 1 7006 1 2 2 2 2 2 3 3 1 1 2 2 7007 7008 7009 7010 PROGRESS THROUGH SERVICE SINCE 1906 NORWALKJ1UWEUL WEQUIPMENT COMPANY 220 REPUBLIC STREET NORWALK, OHIO, USA 44857-1196 TELEPHONE (419) 668-4471 FAX (419) 663-5440 www.norweco.com DISTRIBUTED LOCALLY BY: Singulair°, Modulate*, Travalair°, Lift -Rail®, Microsonic°, Norweco°, Bio-Dynarnic®, Bio-Sanitizer°, Bio -Neutralizer®, Bio -Kinetic®, Bio -Static®, Bio -Gem° Blue Crystai®, Grease Buster° and "BUSTER" logo° are registered trademarks of Norwalk Wastewater Equipment Company, Inc. OMMIV NORWECO, INC. :�'a.::� y \ ' a«>� > 9 � � 17. 4N44014 t; A-re4V.11 Tib JiJELIG NORWALK WASTEWATER EQUIPMENT COMPANY DOMESTIC PU I VPING STATION GENERAL SPECIFICATIONS The contractor shall furnish and install one complete duplex model domestic pumping station, including all applicable equipment, as described in the following specifications. The duplex pumping station shall collect wastewater or stormwaterand transfer it to downstream processes or locations while providing reserve pumping capacity and extended pump life. The duplex pumping station shall be engineered to be readily serviceable from grade and shipped to the jobsite as a unitized, factory -built assembly to simplify installation. Principal items of equipment supplied shall include a duplex polyethylene pump basin, lockable access cover, compression clamp, safety/service guard, inlet and outlet pipe sealing grommets, two (2) submersible centrifugal pumps, electro -mechanical float switches, waterproof junction box, electrical control center, prefabricated discharge piping assembly, bail check valves, pump disconnect fittings, throttling valve, pump lifting cables and all other necessary internal piping and fittings. OPERATING CONDITIONS The duplex model domestic pumping station shall be an integral part of the overall wastewater or stormwater treatment and disposal system. The pumping station shall accumulate and temporarily retain flow in the pump basin until sufficient volume is collected to actuate a submersible pump, as determined by the elevation of the float switches. Design of the pump basin shall allow the discharge piping to be installed at the standard elevation, or when required, below the frost line with added weep holes. The specific pump model furnished shall be selected to have sufficient delivery characteristics at the total dynamic head and solids handling capability required by the specific application. During operation, each submersible pump shall be capable of delivering gallons per minute (GPM) against a total dynamic head (f DH) of feet with a solids passage size of inches. Use of the duplex domestic pumping station, when installed by an authorized agent, shall be approved by the local governing regulatory agency. ,41 �."vvv fix :. DUPLEX PUMP BASIN The pumping station shall be enclosed within a specifically designed and engineered basin to secure the pump, piping and internal electrical equipment. The basin shall be an integrally molded, heavy duty, one-piece unit, constructed of corrosion resistant, UV stabilized polyethylene for maximum strength and durability. The basin shall be designed and manufactured to be watertight at burial depths up to 12 feet. For discharge below the frost line, the pump basin shall be constructed with an alternate adjustable discharge GUARD SERVICE "=' J ACCESSCOVER location. A molded, one-piece, heavy duty, removable access cover with moisture drip lip shall secure the basin and internal components during normal operation. The cover shall be installed with the moisture drip lip 3" above finished grade and secured to the pump basin by a compression clamp with lock tab to prevent unauthorized access. The basin shall be equipped with a safety/service guard installed below the access cover to prevent accidental entry into the pump basin. The safety/service guard shall rest on the upper most internal rib of the pump basin and shall be securely connected to the basin by a stainless steel retainer cable to prevent loss or theft. Optional extension risers shall extend the access cover to grade for deeper installations. Optional ring sections, installed below the basin inlet, shall increase the liquid storage capacity of the pumping station for applications where additional capacity is required. The entire pun -p basin shall also be available in segmented sections for shipment via parcel delivery service. Field assembly of the individual sections shalt allow use of the duplex pumping station in a variety of v s ' WEEP ZONAL S installations, including remote locations. Each joint within the segmented pump basin, extension risers or ring sections shall be sealed watertight with a polyisoprene gasket and compression damp secured with bolted lock tab. COMPRESSION CLAMP WATERTIGHT JUNCTION BOX DISCONNECT FITTINGS PUMP BASIN INLET PIPE PUMP LIFTING CABLES SUBMERSIBLE PUMPS THROTTLING VALVE ALTERNATE ADJUSTABLE DISCHARGE LOCATION ALARM FLOAT LAG FLOAT ON FLOAT OFF FLOAT DUPLEX ELECTRICAL CONTROLS DUPLEX MODEL DOMESTIC PLUMPING STATION The duplex electrical controls shall provide for automatic operation of the submersible pumps in proportion to the hydraulic flow. The controls shall alternate pump operation to assure equal wear and provide lag pump activation when flow conditions require. A rising liquid level within the basin shall cause the "on" float to initiate a lead pump cycle. Lowering of the liquid level by the lead pump shall cause the "off" float to end the pump cycle. WEATHERPROOF ALARM Automatic pump alternation shall occurwith each pump cycle. ENCLOSURE LIGHT In the event of excessive incoming flow, a third float switch !lltiHt shall activate the lag pump to increase the pump station ENGRAVED output. a alarm Afourth float switch shall activatehigh water ala CONTROL :/ DEAD FRONTg BR>— i ERS if the liquid level rises to within 6" of the basin inlet invert. AUTO OFF CONT Control center options shall include a programmable timer SELECTOR SWITCH for pump operation. The electrical control center shall be provided in a grounded NEMA 4 enclosure for mounting in ALARM RESET the vicinity of the pumping station to allow ready access during PUSHBUTTON service. The control center shall include a clearly labeled terminal strip with individual connections for all field wiring. PUMP BREAKERS AUDIBLE ALARM BACK PANEL GROUND LUG nA,. <PR 600.111.10 61.1GWJE ago Olf j�+i«Fnl�l�+F�lr1 1 4 4 $ tj. "7rsLmi-,) raPiaui; r DUPLEX MODEL ELECTRICAL CONTROL CENTER OPTIONAL PUMP TIMER p All duplex electrical control centers shall be manufactured TIMER entirely from UL Listed or Recognized components. When TERMINAL the duplex pumping station is installed in conjunction with a STRIP LABELS Singulair Bio -Kinetic wastewater treatment system, pumping station electrical controls shall be combined with the aerator TERMINAL controls of the Singulair system. The use of Integrated System STRIP Controls shall provide simplified and consolidated wiring of all electrical controls into a single enclosure, DUPLEX SUBMERSIBLE PUMPS (Reference Data Chart Deiow) ❑ SUMP AND EFFLUENT PUMPS Two Norweco Model pumps wired for 115 volt, single phase, 60 cycle operation shall be installed in the duplex domestic pumping station. Each pump motor shall be horsepower, operating at RPM. All openings in the flow path of the submersible pumps shall be of sufficient size to permit the passage of a diameter sphere. The submersible pump motors shall contain moisture resistant windings and shall be securely mounted inside oil -filled, watertight housings for maximum pump life. Each pump shall be designed to be non -overloading throughout the entire pump curve. The stator housing casings and oil housing casings shall be of high grade cast iron or thermoplastic construction. The impellers shall be non -clog, recessed or enclosed type of cast iron, bronze or thermoplastic construction and all external fasteners shall be stainless steel. Each pump shall be provided with a rotating mechanical shaft seal, consisting of one stationary and one rotating ring held in contact by a spring. ❑ HIGH HEAD EFFLUENT PUMPS Two Norweco Model pumps wired for 115 volt, single phase, 60 cycle operation shall be installed in the duplex domestic pumping station. Each pump motor shall be horsepower, operating at RPM. All openings in the flow path of the submersible pumps shall be of sufficient size to permit the passage of a diameter sphere. Each pump cord shall be ten feet long and carry a SJOW designation, as recognized by UL and CSA for use in wastewater applications. The pump motors shall contain built-in overload and electrical surge protection with waterproof epoxy potted windings and shall be in compliance with IP58 (protected against dust and continuous submerging) of the IEC34 Standard. When operating between the rated horsepower and service factor horsepower, each motor speed shall be not less than the rated synchronous speed. The high head effluent pumps shall be capable of operating continuously in a total submerged condition .at therated load. Each motor assembly shall have corrosion resistant, stainless steel exterior construction. ❑ HIGH HEAD GRINDER PUMPS Two Norweco Model pumps wired for 230 volt, single phase, 60 cycle operation shall be installed in the duplex domestic pumping station. Each pump motor shall be horsepower, operating at RPM. The submersible grinder pumps shall be designed to reduce all materials found in normal domestic and light industrial sewage into a finely ground slurry. The submersible pump motors shall contain moisture resistant windings and shall be mounted in oil -filled, watertight housings. Each pump shall be designed to be non -overloading throughout the entire pump curve. The stator housing casings and oil housing casings shall be of high grade cast iron construction. Each pump impeller shall have recessed construction for increased bearing life. The grinder impellers and shredding rings of the pumps shall be constructed of hardened 440 stainless steel for maximum durability. Each grinder pump shall be provided with double tandem mechanical shaft seals in an oil -filled seal chamber for continuous lubrication. An optional seal leak probe shall detect water in each seal chamber and activate a seal failure indicator in the electrical control center. DATA CHART (Reference Individual Specifications) PUMP TYPE PUMP MODEL VOLTAGE HP RPM SOLIDS PASSAGE SIZE DISCHARGE SIZE (NPT) MAXIMUM DELIVERY (GPM) MAXIMUM TDH (FT) Sump and Effluent SC103 115 1/3 1550 3/4" 1 1/2" 66 32 Sump and Effluent SC104 115 4/10 1600 3/4" 1 t/2" 80 32 High Head Effluent HB105 115 1/2 3450 1/1s" 1 1/4" 28 125 Sump and Effluent SC105 115 1/2 3450 3/4" 1 1/2' 57 80 High Head Grinder GB320 230 2 3450 1 Not Applicable 1 1/4" 40 105 1 11,W4r t' t ^Iw i4extvgag DISC: ARGE PIPING AND REMOTE REMOVAL SYSTEM The pump discharge piping shall be constructed of solvent welded schedule 80 PVC pipe and fittings. A ball check valve and a threaded disconnect fitting shall be provided downstream of each pump discharge. Downstream of the disconnect fittings, one schedule 80 PVC throttling valve shall be installed to throttle the pump discharge rate or isolate the downstream piping in the event either pump must be removed for service. The disconnect fittings and throttling valve shall be installed in the discharge line near the top of the pump basin for easy access and service, eliminating the need for entry into the wet well. An EPDM sealing grommet shall be utilized to seal the openings in the pump basin for both the discharge and inlet piping. EXTENSION RISERS AND RING SECTIONS For installations where the inlet invert of the pump basin is more than 34" below finished grade, optional extension risers shall be installed. When a riser is used, the internal safety/service guard shall be mounted in the uppermost rib of the riser, directly below the access cover. If additional basin capacity is required, ring sections shall be available for installation below the inlet invert. Risers and rings shall be available in 6" increments from 6" to 72" height. Extension risers and ring sections shall be constructed of corrosion resistant, UV stabilized polyethylene and shall be of the same design and structural characteristics as the pump basin. To form a watertight connection, all extension risers and ring sections shall be connected to the pump basin and sealed with a polyisoprene gasket and injection molded compression clamp secured with bolted lock tab. ONE YEAR LIMITED WARRANTY The manufacturer shall provide a limited warranty against defects in material and workmanship under normal use and servicefor a period of one year. The limited warranty shall cover all components ofthe pumping station purchased from the manufacturer, including pump basin, safety/service guard, access cover, compression clamp, optional extension risers, optional ring sections, submersible pumps and electrical controls. A detailed copy of the warranty shall be provided to the regulatory agency, contractor or customer as required. EQUIPMENT MANUFACTURER The equipment specified herein shall be the product of a manufacturer having a minimum of seven years experience in the construction of prefabricated wastewater treatment equipment and systems. Bids shall be prepared on the basis ofthe equipment and material specified herein for purposes of determining the low bid. This is not done, however, to eliminate other products of equal quality and efficiency. If equipment is to be substituted, approval of such substitution must be made prior to the execution of any order. It is assumed that substitution shall result in a reduction of cost to the contractor and that if accepted, these savings shall be passed along by a reduction in the base bid. '.11C[} E NORWALK WASTEWATER EQUIPMENT COMPANY 220 REPUBLIC STREET NORWALK, OHIO, USA 44857-1196 TELEPHONE (419) 668-4471 FAX (419) 863-5440 www.norweco.com DISTRIBUTED LOCALLY BY: Singulair°, Modulair'', Travalair, € ift-Rain, INlcrosonicm, Norwece; Blo-Dynamic; Bio-sanitizer®, Bio -Neutralizer, Bio -Kinetic'', Bio -Static, Bio-Gerre° Blue Crystal, Grease Buster and "BUSTER" logo'' are registered trademarks of Norwalk Wastewater Equipment Company, Inc_ ©MI JU NORWECO.INC. 'Ammo EQUIPMENT COMPASVY DOMESTIC PUMPING STATION INSTALLATION INSTRUCTIONS CHECKING THE EXCAVATION The excavation should be a minimum of 36" wide by 36" long, or 36" diameter if an auger is used for excavation. Additional overdig will be required on deeper installations or where unstable soil conditions exist. To determine the exact excavation depth, add the height of the basin, including optional risers and rings to the leveling pad thickness (at least four inches) and deduct three inches, so that the basin will extend three inches above finished grade. The depth of influent and effluent trenches should correspond with the domestic pumping station inlet and outlet connections. The trenches should be smooth and free of debris to prevent piping damage. Extreme care must be taken any time personnel or equipment are in the vicinity of an open excavation. Installation procedures, equipment, tools, materials and personnel should always comply with safety regulations and federal, state and local codes. SETTING AND LEVELING THE BASIN Make sure all packaging material is completely removed from all components. Remove all stretch wrap from basin. Basins with multiple sections must be assembled prior to installation. See the instructions provided with the segmented basin or riser package for assembly. Cut the plastic strapping that secures the pump and plumbing to the basin and remove it from the basin by pulling the buckle end of the band until the entire length has been removed from the basin. Ensure the buckle does not fall into basin. Lowerthe pumping basin into the leveled excavation. Insure the inlet and outlet connections are properly aligned with the influent and effluent plumbing. Use a four foot level to confirm that the basin is plumb and level. Adjust the pumping basin position by adding or removing leveling pad material. INSTALLING THE ELECTRICAL CONNECTIONS Terminate the electrical conduit into the electric junction box of the domestic pumping station. Solvent weld the conduit connection to ensure watertight integrity of the junction box. Make all connections inside the electric junction box per local and national electrical codes. Replace cover on junction box to seal the wiring connections. INSTALLING THE INLET AND OUTLET PLUMBING Influent sewer lines must be at least four inches in diameter. If the treatment system piping is larger than four inches, adapter couplings may be used. Before installing the inlet and outlet lines, place approximately twelve inches of fill around the bottom of the basin to hold it in place. Place the four inch inlet grommet into the basin inlet opening. For ease of installation, apply Bio -Kinetic® lubricant inside the inlet grommet. Insert the four inch inlet line into the inlet grommet. Solvent weld the force main line to the pumping station discharge line using PVC primer and cement. Inlet and outlet lines should be laid continuously and unspliced to undisturbed earth beyond the limits of the excavation. PVC, cast iron or similar materials may be used for inlet and outlet lines, subject to the approval of local codes. Check the sewer lines to insure they are constructed with compatible fittings and joining materials throughout. Recheck the basin for level. BACKFILLING THE EXCAVATION The excavation should be backfilled immediately after the inlet and outlet lines are installed. As the installation is backfilled, fill the pumping basin with hold down water. Sand, gravel or other granular material should be used to backfill the excavation and trenches. In heavy clay soils, the basin should be backfilled with granular material to within six inches of grade. Backfill evenly around the perimeter of the basin, insuring that no voids exist between the ribs. Finished grade should be three inches below the upper rim of the basin and should slope away. Riser sections may be added as necessary to reach finished grade. Exercise care while backfilling. Do not allow dirt or mud to enter any part of the pumping basin or system plumbing. If dirt or mud enters any portion of the system, the system must be pumped and cleaned to insure proper operation. BASIN HOLD DOWN WATER Hold down water must be added to the basin as it is backfilled to prevent the basin from shifting. Hold down water should be clean and free of construction debris, mud, oils or other materials that might interfere with proper system operation. he Qck4® Saindard Charmer ro-YlizieV ' '1"41 Nf.? X; •-tiTg&V.,Vp-MTSC."7°-4 41-5.i.04.0.o-A4r;$.mmfL la,nao.t.4W,4 .7„ RYSTENAH INC Environmental Onsite Wastewater Solutions - w The evolutionary Quick4°.Standard Chamber fits in a 36 wide trench is, ideal for curved or Straigilt:syStems„' It fpatqr0$.hp4tont-penclOg.Qohiour Swivel Connection which permitalQ-degree;:tOrna,•..right Or left. The MultiFor.r 'end Oap.aiiibwe multiple piping options and'.dirriiriates pipe fittinds.The.:chartifSes-. four -foot lengti?.prOvides Optimal installation fexibthty The Qu1ck4 Standard Chamber Offers You These Unique Benefits: • Advanced contouring connections swivel 10 -degrees, right or left • Latching mechanism allows for quick installation • Compact nesting provides more trench length in an equivalent stack height • Four -foot chambers are easy to handle and install The Quick4 Standard Chamber supports wheel loads of 16,000 lbs/ axle with only 12" of cover • Certified by the International Association of Plumbing and Mechanical Officials (IAPMO) The iViultiPort End Cap Offers These Unique Benefits: • Patent -pending tear -out seals on inlet ports provide a tight fit to the pipe • Eight molded -in inlets/outlets allow for maximum piping flexibility • Multiple ports eliminate pipe fittings and make looping ends easy • Patent -pending MultiPort end cap fits on either end of the Quick4 Standard Chamber Infiltrator is the number -one septic leachfield chamber system in the onsite industry, with over 42 million units in -ground in all 50 states and 24 countries. Approved in �k�5:d-fisrr.>':Cki3vRr.S R.is3�tz..wi.. '�C. z�z2 The Qidck4 a SSta Crammer Sk V' C�. uy. ,svrwEvz t -.,r Z The Quici64 Standard Chamber 34" 12" 48" - (EFFECTIVE LENGTH) n�Y r r' ti �'v�i ,� I �lambex ssSpe .cat.pt s INFILTRATOR SYSTEMS, INC. STANDARD LIMITED WARRANTY (a) The structural integrity of each chamber, end cap and other accessory manufactured by Infiltrator 1 •Units"1, when installed and operated in a'.eachfield of an ensue septic system in accordance with inti€lrator's instructions, is warranted to The original purchaser {"Holder) against defective materials and wariv»anshlp for one year !rem the date that the septic permit is issued for the septic system containing Me Units: provided. however, that if a septic permit is not required by applicable taw, the warranty period will begin upon the dale that installation 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 detect. Infiltrator will supply replacement Units for Units determined by Infiltrator to be covered by this Limited Warranty. Infiltrators liability specifically excludes the cost of removal andlor instaitation 01 the Units. {b)THE LIMITED WARRANTY AND REMEDIES iN SUPPARAGRAPH (a) ARE EXCLUSIVE, THERE ARE NO OTHER WARRANTIES WITH RESPECT TO THE UNITS. INCLUDING NO IMPLIED WARRANTIES OF MERCHANTABILITY OR FITNESS FORA PARTICULAR PURPOSE lo( 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 10 incidental, consequential, special or indirect damages. Infiltrator shall not be liable for penalties or liquidated damages, Including loss of production and profits tabor and materials, overhead costa or other losses or expenses Mowed by the Holder or any third party Specifically excluded from Limited Warranty coverage are damage to the Units duo to ordinary wear and tear, alteration, accident, misuse, abuse or neglect 01 the Units: the Units being subjected to vehicle traffic or other conditions which 0101101 permitted by 100 4181011010A insirPC11-008; failure to maintain the minimum ground covers set forth In 00 installation Instructions.. the placement of Improper materials 4310 1511 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 strati be void if the holder fails to comply with all 01 the terms set forth in this Limited Warranty. Further, In no event shall Infiltrator be responsible for any toss 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 insta€ted in accordance with all site conditions required by state and local codes: all other applicable laws; end Infiltrators installation instructions. (0). No representative of lcbttrator has the authority to change or extend this Limiled Warranty. No warranty applies to any party other then the original Holder. The above represents the Standard Limited Warranty offered by Infiltrator. A limited number of states and counties have different warranty requirements. Any purchaser of Units should contact Infttrators Corporals Headquarters in Old Saybrook, Connecticut. prior to such purchase. tp oblaln a Copy of the applicable warranty, and should carefully read that warranty prior to the purchase of Units. For technical assistance, installation instructions or customer se 101000-g; 501 100110100.. vas+: SYSTEMS INC 16 Environmental Onsite Wastewater Solutions" 6 Business Park Road • PO. Box 768 Old Saybrook, CT 06475 860-577-7000 • FAX 860-577-7001 1-800-221-4436 www.infiltratorsystems.com Iced call Int ltrator Systems at 1-800-221-4436. 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; 5,598,778, 5,839,844 Canadian Patents: 1,329,959; 2,004,564 011ier patents pending. Infiltrator, Equalizer, Quick4 and SideWinder are registered trademarks of Infiltrator Systems Inc. Infiltrator is a registered trademark In France. Infiltrator Systems Inc. is a registered trademark in Mexico. C3lamberSpacer, Contour, Contour Swivel Connection, M1croLeaching. MultiPort, PolyTulf, Postiock, QuickCut, QuickPlay. SnapLock and StraighbLock are trademarks of Infiltrator Systems Inc, © 2006 Infiltrator Systems Inc. Printed in U.S.A. Q250606 WA -0 The Next Generation in Onsite Chambers STANDARD CHAMBER Optimal in. Uonibi ty ea!for curved The evolutionary Quick4'M Standard Chamber is the most advanced, quickest to install leachfield product available today. Ideal for curved and straight systems, it's the only leachfield product installers will ever need for onsite installations. See why the Quick4 Standard Chamber is light-years ahead of all other onsite leachfield products. Contour Swivel Connection Contour S i && Connection" Advanced Contouring Capability Chamber easily follows contours or an "5" curve Each connection swivels 10 -degrees right or left Contouring capability easily avoids obstacles without additional parts or accessories Latching mechanism allows for quick installation MultiPort End Cap airigariVN in h ns e d and straight systems. Mu Four -Foot Length Optimal installation Flexibility Lightweight chambers are easy to handle and install Compact nesting provides more trench length in an equivalent stack height Shorter length allows more installation flexibility Ideal for curved and straight systems and all leachfield applications a. Mu ti orr End Cap Infinite Piping Options Molded -in tear -out tabs on inlet ports provide a tight seal to the pipe Eight molded -in inlets allow you to pipe from any direc- tion in a 180 -degree radius Multiple ports eliminate pipe fittings End cap fits on either end of chamber Haa t iipfe pip6 ng options. Four -Foot Chamber Structural Strength Structural tests, as certified by independent professional engineers, show that Quick4 Standard Chambers are stronger than all other infiltrator Standard Chambers. Certified Structure[ Strength Save time, labor and material cost. The enhanced features of the Quick4 Standard Chamber and the proven performance of Infiltrator products add up to cost savings on labor and material, time savings on the job, and optimal design solutions. Leave it to Infiltrator Systems to produce the next generation in onsite chambers. --i4 1-866-478-4254 SYSTEMS INC Quic/ran" STANDARD CHAMBER 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; 6,839.844 Canadian Patents: 1,329,959; 2,094,564 Other patents pending. infiltrator, Equalizer and S€deWinder are registered trademarks of infiltrator Systems Inc. Infiltrator is a registered trademark in France. Infiltrator Systems Inc. is a registered trademark in Mexico. Contour, Contour Swivel Connection, MlcroLeaahtng, PalyTuti, SnapLoc), ChambesSpacer, PosiLock, OuickCut. OuickPlay and Quick4 are trademarks of Infiltrator Systems Inc. © 2003 Infiltrator Systems Inc. Printed in U.S.A. RECYCLED PAPER 00112030P-0 52" J Quick4 Standard Chamber -- 48" (EFFECTIVE LENGTH) A a n \ 8" 11[1 ' i _ 1 I lis �g 1 SIDE VIEW 34" SECTION VIEW MultiPort End Cap �_y �I ril 111-1.'11---__________,0 ��) 16,. m�t 12"IP 11! __�� _iiiiiiimmill_ ... 34' TOP VIEW FRONT VIEW SID.VIEW v A ., �.:.�,- . " . k" ?+' �" ;.9 k�, 4 x w. iT' i k � 2',.9 yF y k, 'C 'ny�' , n.,': Y=+r� �:.-.t'SY^i."L,6•;n"�.'^`i'd,e"�.k& i2!i' iL•'s4: a,,`.�..^yr`'i.1^ Tr..N`^ g t ',<, ?..rxm':Sr. laic 4 n Kd C tiib lvt dna fi as aizs 1 41'ari d dap i t rnlr l ci Is 81z ( y � �� r; i ? � � 9 t5� iii (n,�e^t{fii`le .(:.�.JyeL.�' �-."yvt' z"R°z,� ,3. illi a 5E' el l;Fk,', rr 'u r 9 c s.F Ulii itsu- 0. Nl%�.{�Gle�JTFi'-fSt,11�w' ,3 "'ii`x ,•' uiu ss�SR }..,5 C 3' ':.e i'° .,.,i. I K ">h3.?I `� A {�''" '` �`u 'd t aF k "y *,x -x L^: .. ,R'ig L - � �`a^E' �, " , .yi aa,t ar ..vast"' - -"..�� sL'; '�°u � 7:-°�'a ''°+..µ"Vi 9 ':£"'j' "'. ',4a' rs il l 3 . '. u" �'". `+7Hr°"` „tu' S ""' - -✓ �-•-i.,..�s'` '�: "„ ?w. -a ,.:v''a`"�..... ' s.�; - °":?? a"''1.»G}^::s �:, �;^s.''yyn : ' t ,.r ,�,a ri,.a-:.tt'µt^> ,,,,,a,,,Ss z r .-�.a.......r'"' sin ,. f ' ; "' , : %?i, "' r^ .__... ,: INFILTRATOR SYSTEMS, INC. STANDARD LIMITED WARRANTY (a) The structural integrity of each chamber, end plate, wedge and other accessory manufactured by Infiltrator{ "Units"), when installed and operated in a laachfield 00 an onsite septic system In accordance with Inflbaiw's Instructions, is warranted to Ma Original ptrchaeer {"Holder'} against defective m K' materials and wodanenship fnr one year koro the date that the septic permit is Issued fa the septic system contei,drg the Unita; provided. however that if a septic peamd is not required by eppftcatde taw, Me warranty period will begin upon rho date that insta9atlon of the septic system commences. a1 es Corporate Head by Inuerato t Old o Saybcovered Wine fifteen (f 5) rigst, Int Holder must notply m lacernor in writrAts fogr To a s of the its sgeal detest, b the Limicutted days of th®a1E ed c{ele-:.t, tnfl{rytgr will supply rap€acement Urals fa Units delarmired by Infilhetor?a be covered by tMs Umited Warranty f iiiltrators liability specifically excludes the cost of remover en&oe ina!dsatio5 of the Units. r a ' ?s:"' -... -T ■■■ }� z 'lX � € E O (b) THE LIMBED WARRANTY AND REMEDIES I0 SUBPARAGRAPH (a) ARE EXCLUSIVE. THERE ARE NO OTHER WARRANTIES WITH RESPECT SYSTEMS r� IM INCur TO THE UNITS, INCLUDING N0 IMPLIED WARRANTIES OF MFAOHANTAOIUTY OR FITNESS FOR A PARTICULAR PURPOSE. iY (1) This limited Warranty shall be veld it any pari of the Chamber System Is manufactured by anyone other then lelSmta. The Limited Vrltrranry does not extend to incidental, consequential. spedatorindrect demises. Infiltrator shall not be liable Per penalties or liquidated damages, ina€utEng toss of Environmental Onsite Wastewater Solutions" production and profits, labor and matefats, ovod'sad casts. or other losses or expenses Incurred by the Hader or any third party. Specific* excluded Som Limited Warranty Coverage are damage to the units cite to 0tt0nary wear and tear, diaration, accident, misuse, abuse or neglect Of r5 I-� RoadP.O. the Utile; the Units being sublected to vehicle traffic a other condlKms which are not permitted by Vie instatation instructions; failure to maintain the 6 Business Park Road • f - Box 768 minimum ground covers set forth in the installation 1 0r55UOns; the placement of Improper materials into the system containing the Units; Paque of the Units a the septic system due to improper siting orimproper sizing. excessive water usage, improper grease dispose]. or improper operation: or Old Saybrook, CT 06475 ��other event not caused by 55005 Th15 Limited Warranty shalt be void if the Heider laps t0 comply with a oldie terms set forth in Pits tirreled 860-577-7000 • FAX 860-577-7001 Further. in no event shaft tnfillrator be responsible for any toss Or damage to the Holder, the Units. oreey third party mulling from installation or $h'0- 800-221-4436 mart, a Iron} any product liability claEms of Holder or any third parry. Far this Umiled Warranty to apply. IMt t1nl1S must be installed In accordance with all 51a conditions required by state and focal codes; alt other aoplbablb laws: and €n5trators Installation inatrrc)ons. (d) Ne repre,entadve of Inl5rater has the authority to change or extend this Limited Warranty, No warranty applies to any patty other than the °dol• not Holder. The above represent* the Standard Limited Warranty atlare;l by lnGttrator A iun'ed number of stales and cew+ll s have Operant wetswrty require. menus. Any purchaser of Un€IS S1.5uld courant InftbatoSS Corporate Headquarters In Old Saybrook Connecticut, prior to such purchase. to obtain a copy et the applicable warranty, and should canefu1y read that warranty prior Ie 115 p,;rchasa 51 Units. 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; 6,839.844 Canadian Patents: 1,329,959; 2,094,564 Other patents pending. infiltrator, Equalizer and S€deWinder are registered trademarks of infiltrator Systems Inc. Infiltrator is a registered trademark in France. Infiltrator Systems Inc. is a registered trademark in Mexico. Contour, Contour Swivel Connection, MlcroLeaahtng, PalyTuti, SnapLoc), ChambesSpacer, PosiLock, OuickCut. OuickPlay and Quick4 are trademarks of Infiltrator Systems Inc. © 2003 Infiltrator Systems Inc. Printed in U.S.A. RECYCLED PAPER 00112030P-0 Septic System Installation Instructions Quick4TM Standard Chambers N !MAT -J 8 INC Before You Begin Quick4 Standard Chambers may only be installed accord- ing to State and/or local regulations. If unsure of the installation requirements for a particular site, contact the local health department. Like conventional systems, the soil and site conditions must be approved prior to installation. Conduct a thorough site evalu- ation to determine the proper sizing and siting of the system before installation. Materials and Equipment Needed ❑ Quick4 Standard Chambers o MultiPort End Caps PVC Pipe and Couplings €c Backhoe o Laser, Transit, or Level o Shovel and Rake a Tape Measure ❑ Screwdriver or Knife r Hole Saw o 2 -inch Drywall Screws" o Screw Gun" o Small Valve -Cover Boxy` r 4 -inch Cap for Inspection Port" * Optional These guidelines for construction machinery must be followed during installation: ra Avoid direct contact with chambers when using construction equipment. Chambers require a 12 -inch minimum of compacted cover to support a wheel load rating of 16,000 Ibs/axie or equivalent to an H-10 AASHTO load rating. 0 Only drive across the trenches when necessary. Never drive down the length of the trenches. ❑ To avoid additional soil compaction, never drive heavy vehicles over the completed system. Excavating and Preparing the Site Note: As is the case with conventional systems, do not install the systems in wet conditions or in overly moist soils, as this causes machinery to smear the soil. 1. Stake out the location of ail trenches and lines. Set the elevations of the tank, pipe, and trench bottom. 2. Install sedimentation and erosion control measures, Temporary drainage swales/berms may be installed to protect the site during rainfall events. 3. Excavate and level 3 -foot wide trenches with proper center - to -center separation. Verify that the trenches are level or have the prescribed slope. Note: Over excavate the trench width in areas where you are planning to contour. Page 2 4. Rake the bottom and sides if smearing has occurred while excavating. Remove any large stones and other debris. Do not use the bucket teeth to rake the trench bottom. Note: Raking to eliminate smearing is not necessary in sandy soils. In fine textured soils (silts and clays), avoid walking in the trench to prevent compaction and loss of soil structure. 5. Verify that each trench is level using a level, transit, or laser. Preparing the End Cap 1. With a screwdriver or utility knife start the tear -out seal at the appropriate diameter for the inlet pipe. The seal allows for a tight fit for 3 -inch, 4 -inch SDR35, and 4 -inch SCH40 pipe. 2. Pull the tab on the tear -out seal to create an opening on the end cap. 3. Snap off the molded splash plate located on the bottom front of the end cap. 4. Install splash plate into the appropriate slots below the inlet to prevent trench bottom erosion. 5. Insert the inlet pipe into the end cap at the beginning of the trench. The pipe will go in one inch before reaching a stop, (Screws optional.) Start tear -out seal. Pull tab on tear -out seal install splash plate. Insert inlet pipe. Installing the System 1. Check the header pipe to be sure it is level or has the prescribed slope. 2. Set the invert height at 8 inches from the bottom of the inlet. 3. Place the inlet end of the first chamber over the back edge of the end cap. 4. Lift and place the end of the next chamber onto the the previous chamber by holding it at a 45 -degree angle. Line up the chamber end between the connector hook and locking pin at the top of the first chamber. Lower it to the ground to con- nect the chambers. Note: When the chamber end is placed between the connector hook and locking pin at a 45 -degree angle, the pin will be visible from the back side of the chamber. Note: The connector hook serves as a guide to insure proper connection and does not add structural integrity to the chamber joint Broken hooks will not affect the struc- ture nor void the warranty. 5. Swivel the chamber on the pin to the proper direction for the trench layout. Note: The Quick4 Standard Chamber allows 10 degrees of swivel in either direction at each joint. 6. Continue connecting the chambers until the trench is completed. Note: As chambers are installed, verify they are level or have the prescribed slope. 7. The last chamber in the trench requires an end cap. Lift the end cap at a 45 -degree angle and insert the connector hook through the opening on the top of the end cap. Applying firm pressure, lower the end cap to the ground to snap it into place. Do not remove the tear -out seal. 5 • 5544 :i5.5 Place first chamber onto end cap. Connect the chambers. Swivel the chamber. Attach end cap to chamber. 8. To ensure structural stability, fill the sidewall area by pulling soil from the sides of the trench with a shovel. Start at the joints where the chambers connect. Continue backfilling the entire sidewall area, making sure the fill covers the louvers. 9. Pack down the fill by walking along the edges of the trench and chambers. This is an important step in assuring structural support. Note: In wet or clay soils, do not walk in the sidewalls. 10. Proceed to the next trench and begin with Step 1. Installing Optional Inspection Ports 1. With a hole saw drill the pre -marked area in the top of the chamber to create a 4 -inch opening. 2. Set a cut piece of pipe of the appropriate length into the corresponding chamber's inspection port sleeve. Note: The sleeve will accommodate a 4 -inch SCH40 pipe. 3. Use two screws to fasten the pipe to the sleeve around the inspection port. 4. Attach a threaded cap or cleanout assembly onto the protruding pipe at the appro- priate height. 5. A small valve cover box may be used if inspection port is below the desired grade. Fasten the pipe. Covering the System Before backfilling, the system must be inspected by a health officer or other official as required by State and local codes. Create an as -built drawing at this time for future records. 1. Backfill the trench by pushing fill material over the chambers with a backhoe. Keep a minimum of 12 inches of compacted cover over the chambers before driving over the system. Note: Do not drive over system while backfilling in sand. Note: For shallow cover applications, you must mound 12 inches of soil over the system before driving over it and then grade it back to 6 inches upon completion. 2. It is best to mound several inches of soil over the finish grade to allow for settling. This also ensures that runoff water is divert- ed away from the system. 3. After the system is covered, the site should be seeded or sodded to prevent erosion. Note: If the system is for new home construction it is important to leave marking stakes along the boundary of the system. This will notify contractors of the site location so they will not cross it with equipment or vehicles. Page 3 Infiltrator Systems, Inc. Limited Warranty (a) The structural integrity of each chamber, end plate, wedge and 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 purchaser ("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 installation of the septic system commences. To exercise its war- ranty 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 produc- tion 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 installation instructions; failure to maintain the minimum ground covers set forth in the installation instructions; 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 condi- tions 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 warranty 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. For more information on the Quick4 Standard Chamber, call 1-866-4QUICK4 or 1-866-478-4254. SYSTEMS INC Environmental Onsite Wastewater Solutions" 6 Business Park Road • P.O. Box 768 Old Saybrook, CT 06475 860-577-7000 ® FAX 860-577-7001 1-800-221-4436 Distributed By: U.S. Patents: 4,759,661; 5017,041; 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: 1.329959; 2,004,564 Other patents pending. Infiltrator, Equalizer and SideWinder are registered trademarks of Infiltrator Systems Inc. Infiltrator is a registered trademark in France. infiltrator Systems Inc, is a registered trademark in Mexico. Contour. MicraLeaching, PotyTuft, Snapl..ock. ChamberSpacer, PosiLock. QuickCut and QuickPlay are trademarks of infiltrator Systems Inc. O 2004 infiltrator Systems Inc. Ali rights reserved. Printed In U.S.A, Q020304HP-1 �}C as !i KETV p F L::cEe +1 4,in r w fs N-, b .a. Ninr•oinr,n !fir ,..v r i t ever:, new crate contrc.i t.• E;o. k'Trct ryr.tom;» y a term r.:...-.. - �_ - . every new C: w.. L.0 i�.i �, vv. :�: canter, �� ci l!L .31f 3Ci:�1 r, C21 any VCstW. ._„�!,I�L.f i'.+..j component manufactured by Norweco to be free from defects in material and workmanship under normal use and service for a period of two years from the date of installation, as provided herein. Norwaco will repair or replace the warranted component which in the sale judgment of Norweco, shows evidence of manufacturing defect, provided that the defective component is returned to the factory, freight prepaid, by a licensed Singulair distributor. This limited warranty shall be recognized in effect for two years from the date of Singulair system installation, if a warranty registration card has been properly registered with the factory, according to the terms of this warranty. If the warranty registration card has not been registered upon installation of the Singulair system:, the limited warranty shall be recognized in effect for two years from the date the warranted component was shipped from the factory. Norweco reserves the right to revise, change or modify the construction or design of Singulair system component parts without incurring any obligation to make such changes or modifications in earlier model components. Norweco reserves the right to furnish new or rebuilt component parts which, in Norweco's judgment, are the equivalent of the parts being replaced. Service may occasionally be required for the Singulair system due to damage resulting from accident, improper use, voltage fluctuations greater than -±5% of the aerator nameplate rating, abuse, tampering, act of God, improper installation, vandalism or failure to follow operating procedures. As this damage has not resulted from defects in workmanship or material, it shall not be covered by this warranty. Service charges incurred in these cases, including parts and labor, shall not be assumed by Norweco and shall be the responsibility of the customer. This Singulair two year limited warranty does not include any portion of the customer's wiring, plumbing, drainage, tankage or disposal system, nor does it include freight charges (round trip) required to return the warranted component for factory replacement. Norweco shall not be responsible for damages of any kind or character resulting from or caused directly or indirectly by any defective component, inaccuracy, weakness, failure or delay. The warranty shall not apply to any missing equipment or to any items which have been disassembled, repaired, altered or tampered with, prior to their return to Norweco. Therefore, if a Singulair component part fails to meet Norweco's •manufacturing standards or product representations stated herein, do not use or dismantle it. Contact the local licensed Singulair distributor. The distributor will arrange to have the component part returned to Norweco. Norweco's liability is limited solely to the replacement of the defective component part. Norweco shall not be liable for any labor involved during the removal or replacement of equipment, nor for charges for equipment, freight, transportation, inspection or handling of any component part. In no case, will Norweco be liable for loss incurred because of interruption of service or for consequential damages, contingent liabilities, or other similar expenses. This limited warranty is, and the owner agrees that it shall be, in lieu of all other warranties whether expressed or implied. No distributor or person is authorized or permitted to make any contract or assume any other obligations or liabilities for Norweco. Laws governing limited warranties vary in some states and although this warranty gives the owner specific legal rights there may be additional rights not contained herein. NORWECO, INC. 220 Republic Street Norwalk, OH 44857-1196 Telephone (419)668-4471 Fax (419)663-5440 `yf 6:100- y 1, SYSTEM AGE OWNER EXCHANGE 0-2 Years in Warranty 2-3 Years 40 Percent 3-4 Years 45 Percent 4-5 Years 50 Percent 5-6 Years 55 Percent 6-8 Years 60 Percent Yi. 7 v � a.5 PROTECTION ION �PROGRAM Norweco's comprehensive exchange program, offers Singulair owners a tota.i of fifty years of protection. The chart below reflects the customer's cost for a replacement Singulair aerator, as a percentage of the aerator fist price in effect at the time of the exchange. SYSTEM AGE OWNER EXCHANGE 8-10 Years 65 Percent 10-15 Years 70 Percent 15-20 Years 75 Percent 20-30 Years 8.0 Percent 30-40 Years 85 Percent 40-50 Years 90 Percent AVAILABLE ONLY THROUGH FACTORY -TRAINED DISTRIBUTORS The Singulair aerator enjoys the distinction of being the only aerator on the market today backed by a fifty year exchange program. After the initial Singulair aerator two year warranty has expired, the owner is entitled to an additional forty-eight years of aerator protection with the exchange program. Customers with a Singulair system may exchange any aerator, up to fifty years of age, for a replacement unit. The two year limited warranty starts over again on the replacement unit installation date. Norweco is proud to be able to offer fifty years of protection to its Singulair customers. To qualify for the exchange program the conditions outlined below must be met. Aerators can be accepted by Norweco for exchange if they are returned, freight prepaid, to our factory by a licensed Norweco Singulair distributor. Collect shipments, or units returned directly from customers cannot be accepted. If aerator parts are missing or the aerator has been disassembled by unauthorized persons or tampered with in any way, it will be remanufactured on a time and materials basis rather than at a fixed exchange cost. Norweco cannot guarantee that the current exchange program will always be available, however, that is our goal, and we are happy to be able to offer it at this time. Singulair installations are also protected with an initial two year service program included in the cost of the system. A series of service and adjustment inspections by our local distributor's factory -trained personnel are prescheduled for the first two years of operation and included in the original purchase price. "Progress through service since 1906" sums it up nicely. A quality product - serviced by a local expert - has earned Norweco a reputation for excellence. NORWECO, INC, - NORWALK, OHIO - U.S.A. @MM1V rweca SINEULAIR® BICI-KINETIC® WASTEWATER TREATMENT SYSTEM WITH SERVICE PRO° CONTROL CENTER MODELS 960 AND TNT OWNER'S MANUAL INTRODUCTION The Singulair system is the finest equipment available and utilizes the most up-to-date wastewater treatment technology. It is a sound investment that protects you and the environment. Please take the time to familiarize yourself with the contents of this manual. HOW THE SINGULAIR® SYSTEM WORKS Developed to serve homes and small businesses beyond the reach of city sewers, the Singulair system employs the extended aeration process. Similar to the treatment method used by most municipal wastewater treatment facilities, this process involves a natural, biological breakdown of the organic matter in wastewater. Wastewater enters the pretreatment chamber where anaerobic bacterial action combines with the effects of gravity to precondition the waste before it flows into the aeration chamber. Once in the aeration chamber, aerobic bacteria utilize the organic matter in the wastewater to biologically convert the waste into stable substances. Following aeration, flow is transferred to the clarification chamber where the effects of gravity settle out biologically active material. The Bio -Static sludge return, located in the clarification chamber, creates hydraulic currents that gently transfer settled particles back to the aeration chamber. As clarified liquids pass through the Bio -Kinetic system, they are filtered, settled and flow equalized. As a result, complete pretreatment, aeration, clarification and final filtration are assured. The Singulair system reliably protects you, your property and the environment. OPTIONAL AERATOR EXTENSION RESER SINGULAR AERATOR FEATURES ANDADVANTAGES Singulair tanks are reinforced precast concrete, manufactured by the licensed Norweco distributor. Internal wails and baffles are cast -in-place to insure uniformity and maximum strength. Risers and access covers are either heavy duty plastic or concrete construction. All components within the system that will contact the wastewater are constructed entirely of molded plastic, stainless steel or rubber. The Singulair aerator is powered by a 1725 RPM, 115 volt, 60 hertz, single-phase, fractional horsepower motor. It is the only electrically powered component in the Singulair system. The aerator has been designed specifically for use in the Singulair system. It costs less to operate and consumes fewer kilowatt hours of electricity than most major appliances. AERATOR MOUNTING CASTING UNDERGROUND POWER SUPPLY CABLE TO SINGULAIR CONTROL CENTER PRETREATMENT ACCESS COVER INLET UNE FRESH NR VENT ASSEMBLY OPTIONAL BLUE CRYSTAL CHLORINATION SYSTEM OPTIONAL BIO•NEUTRALIZER DECHLORINATION SYSTEM OPTIONAL BIO -KINETIC SYSTEM EXTENSION RISER BI0-K1NETIC SYSTEM MOUNTING CASTING FLOW } LINE PRETREATMENT CHAMBER AERATION CHAMBER PROFILE VIEW SINGULAR 500 GPD & 760 GPD EFFLUENT LINE 810 -KINETIC SYSTEM CLARIFICATION CHAMBER 810 -STATIC SLUDGE RETURN Singulair aerators are supplied with a Service Pro control center with MCD technology. The NEMA rated control center contains a power switch and time clock that control aerator operation. The local distributor's name, address and telephone numberare displayed on the control center cover. All system controls and necessary owner information are conveniently located at your fingertips. Non-mechanical flow equalization and final filtration is accomplished within the Singulair tank by the Bio -Kinetic system. This revolutionary device is installed in the clarification chamber and connected to the system outlet. Optional chlorination and dechlorination may be included in the Bio -Kinetic system if required. All Singulair components work together to assure complete pretreatment, aeration, clarification and final filtration. SINGULAIR° SYSTEM PERFORMANCE Rivaling the performance of the most advanced wastewater treatment plants in the world, the Singulair system complies with USEPAwastewater treatment guidelines for secondary treatment systems and meets all requirements of NSF/ANSI Standard 40. In ecologically sensitive areas, the most stringent effluent standards are 10 mg/L CBOD and 10 mg/ TSS. Rated Class 1 after successfully completing the 7 month Standard 40 test protocol, the Model 960 system averaged effluent of 6 mg/L CBOD and 10 mg/LTSS. The Model TNT system averaged effluent of 4 mg/ CBOD, 9 mg/ TSS and 12 mg/ Total Nitrogen. OPERATIONAL REQUIREMENTS The Singulair system is designed to treat only domestic wastewater. Domestic wastewater is defined as the waste generated from a typical residence. This includes flows originating from: bathtubs, clothes washers, dishwashers, drinking fountains, water coolers, food grinders, kitchen sinks, lavatories, mop basins, service sinks, shower stalls, sinks, wash sinks, water closets and whirlpool baths. While the use of bio -degradable detergents is recommended, the Singulair system has been designed to handle any reasonable amount of bathroom, kitchen or laundry waste. However, some care should be exercised to insure that non - biodegradable and/or toxic materials are not disposed of via the domestic wastewater plumbing. Do not use the plumbing system for disposal of lint, cooking grease, scouring pads, diapers, sanitary napkins, cotton balls, cotton swabs, cleaning rags, dental floss, strings, cigarette filters, rubber or plastic products, paints and thinning agents, gasoline, motor oil, drain cleaners or other harsh chemicals. These items could plug portions of the plumbing, interfere with biological treatment, accumulate in the treatment system and adversely affect system performance. Never connect roofing down spouts, footer drains, sump pump piping, garage and basement floor drains or water softener backwash to the domestic wastewater plumbing or the treatment system. Water softener backwash will interfere with biological treatment and must be disposed of separately. ELECTRICAL REQUIREMENTS Each Singulair control center must be wired to a dedicated 115 VAC, single-phase circuit at the main electrical service panel. A 15 amp circuit is recommended (10 amp minimum). A pictorial wiring diagram is provided inside the control center enclosure. All electrical work must be performed in accordance with the requirements of the National Electrical Code and all applicable local codes. Electrical connections should be made only by a qualified electrician following proper procedures and using safe tools. CAUTION: Any time service is required, first shut off the dedicated circuit breaker in the main electrical service panel. Next, shut off the power switch in the Singulair control center. Failure to do so could result in personal injury or equipment damage. SINGULAIR° AERATOR The aerator has been specifically designed for use in the Singulair system and includes special alloy and molded plastic parts to prolong aerator life. Aerator bearings are pre -lubricated and sealed. Singulair aerators are installed in a concrete mounting casting above the aeration chamber. Fresh air enters the aerator through four intake ports located under the aerator handle. The air is drawn down the hollow aspirator shaft where it is introduced below the liquid surface. Only the molded plastic aspirator and the lower portion of the stainless steel aspirator shaft are submerged. The aerator is not designed to run under water and will automatically shut off if a high water condition occurs. If the liquid rises to the level of the foam restrictor, the control center will shut off power to the aerator. Next, an automatic diagnostic sequence begins, as outlined in the section titled "Service Pro Control Center". AERATOR HANDLE FRESH AIR VENT ASSEMBLY MOISTURE RESISTANT VENT ANTI -ROTATION ELECTRICAL CONNECTOR w LUGS VENTED COVER UNDERGROUND POWER CABLE. ROUTE DIRECTLY TO EDGE OF TANK. DO NOT ALLOW CABLE TO CROSS INSPECTION COVER ON TANK TOP. AERATOR BRACKET MOUNTING GROOVE ♦ ♦\ \ 4C\�• (TYP.} OPTIONAL AERATOR RISER CASTING ' — AERATOR MOUNTING CASTING II GROUT OR SYNTHETIC SEAL MOUNTING CASTING AND POWER CABLE ENTRANCE. DESIGN AERATION CHAMBER ,�.-- FLOW LINE SINGULAiR AERATOR FOAM RESTRICTOR ASPIRATOR SHAFT ASPIRATOR TIP Each Singulair aerator is a precision engineered electro -mechanical device. Do not remove it from its installed position. Do not attempt any type of repair. Contact your Singulair service provider if service is needed. Unauthorized tampering or repair will void important provisions ofthe limited warranty and exchange program. FRESH AIR VENTING SYSTEM An aerator vent assembly is cast into the concrete access cover above each aerator. The vent assembly supplies fresh air to the aerator, which is drawn through the aspirator and into the wastewater. Finished landscaping should be maintained six inches below the top of the vented access cover and graded to drain runoff away from the cover. Do not allow plants, shrubbery, mulch or landscaping of any type to restrict the flow of air to the vent assembly or obstruct the access cover. TIME CLOCK Q (MODEL 96O ONLY) RVICE PRO' NTROL CENTER POWER LIGHT ALARM LIGHT PHONE LIGHT AERATOR LIGHT RESET BUTTON o ;C, gliATDRYORR CONTROL CENTER INSERT .SERUICKPROMCD.CO ORWEOO, INC. NORWALK, OHIO U.SA OFF ON AUXILIARY INPUT LABEL PAD AUXILIARY 1 LIGHT AUXILIARY INPUT LABEL PAD AUXILIARY 2 LIGHT AUXILIARY INPUT LABEL PAD SERVICE PRO® CONTROL CENTER AUXILIARY a LIGHT POWER SWITCH Every Singulair aerator is supplied with a prewired Service Pro control center featuring MCD technology to permit fully automatic aerator operation. The control center provides MONITORING, COMPLIANCE and DIAGNOSTIC functions complete with telemetry for communication with the Service Pro remote monitoring center. If an alarm condition occurs for any reason within the Singulair system or monitored auxiliary equipment, the red alarm light will flash. If aerator operation has been interrupted, the Service Pro control center will attempt to restart the aerator every five minutes for two hours. If the aerator does not restart after two hours, the audible alarm will sound. If the Singulair system is covered by a Service Pro monitoring agreement, the Singulair service provider will be automatically notified and the alarm condition will be displayed on the remote monitoring center website, www.servicepromcd.com. Each control center for the Model 960 treatment system is supplied with a time clock adjustable in five minute increments up to continuous run. The Model 960 time clock is factory preset to run 30 minutes per hour and should only be adjusted by an authorized Singulair service provider. Each control center for the Model TNT system is supplied with a non-adjustable time clock. SERVICE PRO® MONITORING CENTER When connected to a telephone line, the control center will automatically notify the Service Pro monitoring center of any service required by the Singulair system or accessory components. The Service Pro monitoring center will automatically record the time and date of any alarm condition and post this information to your system's history record accessible at www.servicepromcd.com. The monitoring center will also notify your Singulair service provider that the system needs attention and record the time and date when service is performed. All information regarding your system is available to you on the secure, password protected Service Pro website. Contact your Singulair service provider for your user name and password. BIO -STATIC® SLUDGE RETURN Each Bio -Static sludge return is securely installed in the aeration/clarification chamber wall to provide return of settled solids. Aeration chamber hydraulic currents enterthe sludge return(s) and are directed through the Bio -Static device into the clarification chamber. The hydraulic currents containing resuspended sludge are directed through the clarification chamber inlet zone and back to the aeration chamber for additional treatment. The Bio -Static sludge return accomplishes resuspension and return of settled solids without disturbing the contents of the clarification chamber. It has no moving parts and does not require service but its operation will be checked by your service provider during each semi-annual service inspection. BIO -KINETIC® SYSTEM Bio -Kinetic systems provide non-mechanical flow equalization through all plant processes. The Bio -Kinetic system contains 3 separate filtration zones, 8 independent settling zones, optional chlorination and dechlorination tablet feed systems and serves as its own chlorine contact chamber. When used with Blue Crystal residential disinfecting tablets, the performance of the Bio -Kinetic system as a chlorination device is certified to NSF/ANSI Standard 46, Section 11. All components are manufactured from plastic, stainless steel or rubber. Do not remove a Bio -Kinetic system from the clarification chamber without disengaging the locking lugs. Your service provider has the necessary training, tools and equipment for removal and cleaning. If your Bio -Kinetic system is in need of service contact your service provider. During each semi-annual service inspection your service provider will remove and clean the Bio -Kinetic system or replace it with a unit from their service stock. BIO -KINETIC SYSTEM MOUNTING CASTING COVER OPTIONAL BIO -KINETIC SYSTEM RISER CASTING FINISHED GRADE \ MICRONICALLY MOLDED PEAK FLOW FILTER OPTIONAL BLUE CRYSTAL PEAK FLOW EQUALIZATION PART SUSTAINED FLOW EQUALIZATION PORT DESIGN FLOW LINE DESIGN FLOW EQUALIZATION PORT BIO -STATIC SLUDGE RETURN UNBAFFLED PERIMETER SETTLING ZONE COMPARTMENTED SETTLING ZONE CHLORINATION SYSTEM OPTIONAL BIO -NEUTRALIZER DECHLORINATION SYSTEM '�`\'�\\C GRADE BIO -KINETIC SYSTEM FINISHED MOUNTING CASTING BUBBLE LEVEL ADJUSTMENT LUGS PRECAST CONCRETE TANK DRAIN VALVE EFFLUENT LINE CAST -IN-PLACE OUTLET COUPLING MICRONICALLY MOLDED DESIGN FLOW FILTER FILTER MEDIA RETAINER FILL VALVE NON-MECHANICAL FLOW EQUALIZATION The patented design of the Bio -Kinetic system provides non-mechanical flow equalization for the Singulair wastewater treatment plant. Equalization reduces incoming hydraulic surges (e.g. typical shower of 10 minutes duration, bathtub discharge of 5minutes duration, clothes washer discharge oft minutes duration and dishwasher discharge of 2 minutes duration) throughout the system. The flow equalization provided by the Bio -Kinetic system causes wastewater to be held upstream of the final outlet during hydraulic surges, which preserves treatment integrity and enhances system operation. The actual rate of equalization varies and depends upon specific loading patterns and the duration of each flow surge. At the design loading pattern used during the NSF/ANSI Standard 40 performance evaluation, the Singulair system equalizes all flow an average of 48%. As a result, hydraulic surges and periods of high wastewater flow are automatically reduced to protect the environment and all treatment plant processes on a demand use, as needed, basis. BLUE CRYSTAL' RESIDENTIAL DISINFECTING TABLETS If local regulations require, an initial supply of Blue Crystal disinfecting tablets will be placed in the Bio -Kinetic system chlorine feed tube(s) at system start-up. Specifically formulated for use in the Singulair system, Blue Crystal disinfecting tablets provide efficient and reliable disinfection when effluent chlorination is desirable. Manufactured from calcium hypochlorite, Blue Crystal disinfecting tablets provide effective, economical bacteria killing power. Liquid entering the Bio -Kinetic system contacts the installed Blue Crystal disinfecting tablets, just downstream of the equalization ports. A fully charged feed tube will last an average of six months. During each semi-annual inspection, your Singulair service provider will check system operation, the rate of tablet consumption and install tablets during routine service inspections. NOTE: USEPA guidelines state "On the average, satisfactory disinfection of secondary wastewater effluent can be obtained when the chlorine residual is 0.5 ppm after 15 minutes contact." Retention time must comply with the controlling regulatory jurisdiction. CAUTION: The improper handling of Blue Crystal tablets may cause personal injury or property damage. Keep out of the reach of children and do not allow the tablets or feed tube to contact skin, eyes, or clothing. Tablets may be fatal if swallowed and tablet dust is irritating to the eyes, nose and throat. Do not handle the tablets or feed tubes without first carefully reading the product container label, MSDS information and the handling and storage instructions. Mixing of chemicals may cause a violent reaction leading to fire or explosion. For additional information about Blue Crystal tablets contact yourSingulairservice provider. BIO -NEUTRALIZER° DECHLORINATION TABLETS In environmentally sensitive areas, environmental regulations may require the use of Bio -Neutralizer dechlorination tablets. Manufactured as an efficient and dependable means to chemically neutralize both free and combined chlorine, Bio -Neutralizer dechlorination tablets provide consistent reduction or elimination of chlorine residual without unnecessarily reducing the level of dissolved oxygen in the treatment system effluent. Bio -Neutralizer dechlorination tablets utilize a unique chemical mixture for chlorine reduction and environmental protection. As liquid passes through the final discharge zone of the Bio -Kinetic system, the flow contacts the installed Bio -Neutralizer tablets and residual chlorine is removed from the system effluent. A fully charged Bio -Neutralizer feed tube will last an average of six months. During each semi-annual inspection, your Singulair service provider will check system operation, the rate of tablet consumption and install tablets during routine service inspections. CAUTION: Bio -Neutralizer tablets or feed tubes should not be mixed with Blue Crystal tablets. Do not handle the tablets or feed tubes without first carefully reading the product container label, MSDS information and the handling and storage instructions. For additional information about Bio -Neutralizer tablets contact your Singulair service provider. NO OWNER MAINTENANCE The Singulair system is inspected and serviced by a local, factory -trained service provider, therefore, no owner maintenance is required during the warranty period. The Singulair system does not require pumping as often as a septic tank. Under normal use only the pretreatment chamber should be pumped. How often pumping is necessary depends on system use. The local Singulair service provider will inspect the aeration chamber contents and plant effluent at six month intervals to determine if the pretreatment chamber is discharging excessive solids. Every three years, the pretreatment chamber should be inspected. The pretreatment chamber will normally require pumping at three to five year intervals. Contact your local service provider prior to tank pumping for complete information on removal of equipment, access to individual chambers, coordination of services and proper disposal of tank contents. A tank pumping service licensed by the local regulatory agency must be used for removal and disposal of tank contents. The tank pumper should consult with local authorities to determine the proper disposal method. If a period of intermittent use, or an extended period of non-use of the Singulair system is anticipated, contact your Singulair service provider for instructions. Your service provider has comprehensive Singulair service instructions and has been factory -trained in troubleshooting procedures. Contact your service provider if you require service or information regarding tank pumping. SINGULAIR SERVICE PROGRAM Semi-annual service inspections, at six month intervals for the first two years of system operation, are provided by your local Norweco distributor and are included in the original purchase price of the Singulair system. Costs for travel and labor are not charged to the owner. During an inspection, each mechanical aerator, Bio -Kinetic system and other plant components are serviced as outlined in the Singulair Service Manual. After the initial two year service program is completed, the local service provider will provide continued service at the owners option. The service program should be renewed by the owner to insure maximum system performance. FRESH AIR VENT SINGULAR ASSEMBLY (TYP.) AERATOR (TYP.) AERATOR MOUNTING CASTING (TYP.) UNDERGROUND POWER SUPPLY CABLE TO SINGULAIR CONTROL CENTER (TYP.) OPTIONAL AERATOR EXTENSION RISER (TYP.) BIO—KINETIC SYSTEM MOUNTING CASTING PRETREATMENT / AERATION OPTIONAL BLUE CRYSTAL TRANSFER PORT CHLORINATION SYSTEM PRETREATMENT ACCESS CASTING (TYP.) INLET LINE DESIGN FLOW LINE OPTIONAL, BIO—NEUTRALIZER DECHLORINATION SYSTEM FLUENT LINE BIO•KINETIC SYSTEM PRETREATMENT CLARIFICATION CHAMBER CHAMBER AERATION CHAMBER AERATION WO—STATIC CHAMBER PROFILE VIEW SINGULAIR 1000 GPD, 1250 GPD & 1500 GPD SLUDGE RETURN Ask your Singulair service provider about a renewable service contract. If you allow service coverage to expire, you can still obtain the professional assistance of a factory -trained technician. However, these special service calls will be performed on a time and materials basis. Professional service is important to proper system operation and should not be allowed to lapse. Be sure to consider the advantages of a renewable service contract. The Singulair service provider will perform the following services during each service inspection: / Check aerator operation / Check aerator power consumption ✓ Check aerator air delivery ✓ Clean stainless steel aspirator shaft I Clean aspirator tip ,/ Clean fresh air vent in concrete cover / Inspect aeration chamber contents / Check operation of control center / Adjust time clock when required / Remove the Bin -Kinetic system / Scrape the clarification chamber ,/ Inspect the Bio -Static sludge return ✓ Inspect outlet coupling ✓ Install a clean Bin -Kinetic system ✓ Fill Blue Crystal feed tube ✓ Fill Bio -Neutralizer feed tube ,/ Inspect effluent quality ,/ Inspect outlet line ,/ Inspect ground water relief point ,/ Inspect effluent disposal system ✓ Complete 3 -part service record ,/ Hang owner's record on front door ,/ Enter record into www.servicepromcd.com ✓ Mail health department notification WARRANTY REGISTRATION A Warranty Registration Card was attached to the Service Pro control center before it was shipped from the factory. if this card has not been returned to Norweco, complete and mail it immediately, If it is not returned within thirty days of the installation date, the two year limited warranty and fifty year aerator exchange program will begin on the date of component shipment from the factory. if the Service Pro control center is mounted in an outdoor location, remove the aerator model number and serial number record card and store it in a safe location. Otherwise, do not remove this card from the control center, if it is necessary to call your service provider for service, make note of the information on the control center data plate and the aerator serial number before calling. Warranty and service records are cross-indexed by owner name and aerator serial number. Supplying the aerator serial number with the service request will give the service provider a ready reference so that changes in system ownership will not delay service. SINGULAIR® LIMITED WARRANTY The Singulair aerator enjoys the distinction of being the only aerator on the market today backed by a fifty year warranty and exchange program. Each Singulair aerator, Service Pro control center, Bio -Kinetic system and any other components manufactured by Norweco, are warranted to be free from defects in material and workmanship, under normal use and service, for a period of two years. The two year limited warranty is included in the original purchase price of every Singulair system. The comprehensive aerator exchange program offers Singulair owners an additional forty-eight years of protection. Owners with a Singulair system may exchange any aerator up to fifty years of age for a replacement unit at a prorated cost. If the Singulair aerator fails, do not use or dismantle the unit. The local, licensed distributor has detailed warranty and exchange information and should be contacted for service or replacement instructions. SERVICE PROF SECURITY LOG IN For your convenience, record yourwww.servicepromcd.com access information here: User name: IPassword: SUPPLEMENTAL SERVICE RECORD Far your reference, please document service performed on the following chart: DATE DESCRIPTION srwecos i.pyine *...ch 1hF furore 220 REPUBLIC STREET NORWALK, OHIO, USA 44857-1156 TELEPHONE (419) 668-4471 FAX (419) 663-5440 www.norweco.com DISTRIBUTED LOCALLY BY: Norwecoo, Norweco.como, Singular, Nlodulairr, Travalah ,lift -Rail®, Microsonicw Bio -Dynamic, Bio -Sanitizes , Bio -Neutralizer®, Bio -Kinetic", Bio -Static°, Bio -Gem, Bio -Regeneration®, Bia-Perce, Blue Crystal% ClearChecke, ChemChecke, Service Prow Grease Buster' and "BUSTER" logoe are registered trademarks of Norwalk Wastewater Equipment Company, Inc. @MMVi NORwECO, INC.