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HomeMy WebLinkAbout03051 4 -; 6ARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT Permit N° 3 0 , 1 i e (,� n S G 1 ' 9 Bth Stre Suite 303 Assessor's Parcel No. r 1s I /� L / � 9 � Ienviood Springs, Colorado 81801 T. i 1k Phohg,(303) 945.8212 4 ; ( This does not constitute ,1 r P P 41 NDIVIDUAL SEWAGE DISPOSAL PERMIT a building or use permit. ( .. ' 4 • t ' ' t : PROPERTY , II/I -11�1 1l ?� (/ / 4 , �t o D?1 , Present Addressl IW C 1 t2 I . (2 - I e ) 0 0, r L . t • d . ! • Ow ner's Nam= �� Phone System Location L { \ ` S • . • L egal Description of Assessor's Parcel No. • a Ir' � � 1 1 SYSTEM DESIGN Septic Tank Cap (gallon) Other ( • le .‘ 1 r Percolation Rate (minutes/inch) Number of Bedrooms (or other) e. '. e Y h �} Required Absorption Area - See Attached 9 r i t 0. Special Setback Requirements: 1 " y l u 1 % + 1 + . Date Inspector i, 1 I FINAL SYSTEM INSPECTION AND APPROVAL (as Installed) �- 9 k Call for Inspection (24 hours notice) Before Covering Installation t , • 4 'a' Is ~.. t t r System Installer i 1 • p Septic Tank Capacity ' r j ; Septic Tank M anufacturer or Trade Name / c t : Septic Tank Access within 8" of surface is Absorption Area t . i t ‘' Absorption Area Type and /or Manufacturer or Trade Name 1 ', r Adequate compliance with County and State regulations/requirements " ' 4± x Other , VC. ri 4 S\,.//9.-0/ . 1 + , r c p Date Inspector tn r i E-! f t Sig `" r- '-,4-/'! // �� G)GF O ^' l� - 444 ' t RETAIN WITH RECEIPT RECORDS AT CONSTRUCTION SITE `. ` q j - j 0- 3, c r *CONDITIONS: S' e ' ' Tl 1. All installation must comply with all requirements of the Colorado State Board of Health Individual Sewage Disposal Systems Chapter Y3 * ` 25, Article 10 C.R.S. 1913, Revised 1984. i 2. This permit is valid only for connection to structures which have fully complied with County zoning and building requirements. Con- I nection to or use with any dwelling or structures not approved by the Building and Zoning office shall automatically be a violation or a i ', Y requirement of the permit and cause for both legal action and revocation of the permit. ;. i s . 3. Any person who constructs, alters, or installs an individual aeWegediapos elsystemine mannerwhlohinvolvesaknowingendmatedal ;, d i variation from the terms or specifications contained in the application of permit commits a Class I, Petty Offense ($500.00 fine —13 r 11 f months in )ail or both). f . A t i ` White - APPLICANT Yellow - DEPARTM ___ __ _ __ __ _____ _ _ M 0/190 C 130715 5 01'70 W _ d67. )d 1 r9.J7' LA . 1 7.... S s- 4 N � T ■ O IN It 1 y b Al rrl 191 \'''.> Z iI Tu .Ot611 ^ �� .. 17.9f.00 N ` J 1I -� C. i y 2 ti e n ti � .a \ e H e Izi rn 1 A U NR R u I. 1 i 0 -r.,, a N tl° 0 In b La 0 ,07611 ' j O L z • y., © Y 4 b 21 g I1 t b a Ro° \ p NT 5 0119715' W 88775• 5 01'07'" • •19 40 T N 01'0' ' { IS' C OUNTY 2 r R O A N A Y : NEto1 [o INDIVIDUAL SEWAGE DISPOSAL SYSTEM APPLICATION OWI4ER. Kt' 0 : h l n q 2- Ca "` -• ADDRESS ? 70 C 1/4.1-7 (2A M e & [ c at PHONE g70 - 9 84 - 9173 CONTRACTOR 0 W h -CAL ADDRESS CA 1/4 t PHONE PERMIT REQUEST FOR QQ 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). J.00ATION OF PROPOSED FAC.II Near what City of Town_ S i iT - l Size of Lot ac e Leg esci%%on or Address 2[i • a50 _ �J(1 I � Sa I-o a S nwK Su Q WASTES TYPE: (°Q DWELLING ( ) TRANSIENT USE ( ) COMMERCIAL OR INDUSTRIAL ( ) NON - DOMESTIC WASTES ( ) OTHER - DESCRIBE BUILDING OR SERVICE TYPE: 12 -fl ;'6 e/r■c. e- Number of Bedrooms .2 Number of Persons Li (IQ Garbage Grinder (IQ Automatic Washer (CI Dishwasher SOIJRCF ANJ) TYPE. OF WATER SUPPLY (X() WELL ( ) SPRING ( ) STREAM OR CREEK If supplied by Community Water, give name of supplier: DISTANCE TO NEAREST COMMUNITY SEWER SYSTEM: Ai/ft 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: 100 feet Septic Tank to Well: 50 feet Leach Field to Irrigation Ditches, Stream or Water Course: 50 feet Septic System to Property Lines: 10 feet YOUR INDIVIDUAL, SEWAGE DISPOSAL SYSTEM PERMIT Wii,i, NOT BE ISSUED WITHOUT A SITE PLAN, C;ROL ND CONDITIONS: Depth to first Ground Water Table an Kr 0 m Percent Ground Slope 1 eta- 2 • � 1 TYPE OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM PROPOSED: (p<) SEPTIC TANK ( ) AERATION PLANT ( ) VAULT ( ) VAULT PRIVY ( ) COMPOSTING TOILET ( ) RECYCLING, POTABLE USE ( ) PIT PRIVY ( ) INCINERATION TOILET ( ) RECYCLING, OTHER USE ( ) CHEMICAL TOILET ( ) OTHER - DESCRIBE FINAL DISPOSAL BY: ( ) ABSORPTION TRENCH, BED OR PIT ( ) EVAPOTRANSPIRATION (X') UNDERGROUND DISPERSAL ( ) SAND FILTER ( ) ABOVE GROUND DISPERSAL ( ) WASTEWATER POND ( ) OTHER - DESCRIBE WILL EFFLUENT BE DISCHARGED DIRECTLY INTO WATERS OF THE STATE? i✓o pERCOLATION TEST REST II.TS: (To be completed by Registered Professional Engineer, if the Engineer does the Percolation Test) Minutes per inch in hole No. 1 Minutes per inch in hole NO. 3 Minutes per inch in hole No. 2 Minutes per inch in hole NO. _ Name, address and telephone of RPE who made soil absorption tests: Name, address and telephone of RPE responsible for design of the system: HP Q.ety+c c t SOan C IQ 15(1 lerazb4 6 (Ali 9 Co 1601 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 evaluating 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 9/a V Pi" PLEASE DRAW AN ACCURATE MAP TO YOUR PROPERTY!! 3 ' Hepworth - Pawlak Geotechnical, Inc. • 5020 County Road 154 '� yA ^h Glenwood Springs, Colorado 81601 tech Phone: 970-945-7988 Fax: 970-945-8454 hpgeo @hpgeotech.com July 20, 1999 Kevin Long Country Road 312 New Castle, Colorado 81647 Job No. 199 518 Subject: Percolation Testing, Proposed Residence, Lot 2, Simon Exemption, County Road 250, North of' Silt, Garfield County, Colorado Dear Mr. Long: As requested by you, Hepworth - Pawlak Geotechnical, Inc., performed percolation testing at the subject site. The work was done in accordance with our agreement for professional services to you, dated June 28, 1999. Three percolation test holes were excavated prior to our site visit on June 28, 1999. The soils exposed in the pits below about 1 foot of topsoil consisted of sandy clay to the maximum depth of 4 feet. Free water was observed in the pits at a depth of 4 feet. The shallow groundwater may be related to irrigation of nearby fields. Three additional test holes were hand excavated to about 1 to 2 feet in depth alongside the existing pits. The test holes were soaked on June 28, 1999. The percolation test locations are shown on Fig. 1. Percolation testing was performed on June 29, 1999. The percolation test results are sununarized on Table I. Based on the groundwater encountered in the pits, the septic disposal system should be designed by a civil engineer. The percolation rates indicate a mounded infiltration system may be feasible. A perimeter trench may be needed around the uphill side to lower the groundwater level within the disposal area. If you have any questions, or if we can be of further assistance, please call our office. Sincerely, HEPWORTH - PAWLAK GEOTECHNICAL, INC, 7s PO- Jerk Steven L. Pawlak, PF gu, w REGij, • .•• 9 , (111 t Rev. By: DE _ 24443 y • i ' 7 A (71 A SLP/ksm S .• ` • mtortnuntoto Z S LOT 3 APPROXIMATE SCALE . 1 ^ago' LOT -----) ;. BOUNDARIES LOT 2 1 1 1 u 1 N 0 CZ 0 0 z P 2 A 3 U A P 1 / \ / \ / \ / WELL ACCESS 1 AND EASEMENT 1 _ _ 1 1 1 1 \ / \ / \ / a \ / LOT 1 \ ∎ `� _�� f I 199 518 I GEOTECHNICAL, INC. I LOCATION OF PERCOLATION TEST HOLES I Fig. 1 1 HEPWORTH- PAWLAK GEOTECHNICAL, INC. TABLE I PERCOLATION TEST RESULTS JOB NO. 199 518 HOLE NO. HOLE DEPTH LENGTH OF WATER DEPTH WATER DEPTH DROP IN AVERAGE (INCHES) INTERVAL AT START OF AT END OF WATER PERCOLATION (MIN) INTERVAL INTERVAL LEVEL RATE (INCHES) (INCHES) (INCHES) (MIN. /INCH) P -1 22 15 10 8 3/4 1 1/4 8 3/4 8 3/4 8 7 1/2 1/2 7 1/2 7 1/2 7 6 3/4 1/4 6 3/4 6 1/2 1/4 6 1/2 6 1/4 1/4 60 P -2 21 15 11 9 2 9 7 3/4 1 1/4 7 3/4 7 3/4 7 6 1/4 3/4 6 1/4 5 3/4 1/2 5 3/4 5 1/4 1/2 5 1/4 4 3/4 1/2 30 P.3 ' 17 15 9 61/4 23/4 6 1/4 5 1/4 1 5 1/4 4 1/2 3/4 4 1/2 4 1/2 4 3 1/2 1/2 3 1/2 3 1/4 1/4 31/4 3 1/4 45 NOTE: Percolation test holes were soaked on June 28, 1999. Percolation testing was conducted on June 29, 1999. The average percolation rates are based on the last three readings of each test. • WATER RESOURCE CONSULTANTS, LLC February 23, 2000 Kevin Long and Gina Reece 7700 County Road 312 New Castle, CO 81647 RE: ISDS Design Lot 2, Simon Subdivision Exemption Dear Kevin and Gina, Enclosed is a completed ISDS design for your home on Lot 2 of Simon Subdivision Exemption. The system is designed as a "mound system," meaning, partially above grade. This is because of the potential for a seasonally high groundwater table that may be within four (4) feet of the ground surface. Also, because of moderate percolation rates, I have included a one foot layer of sand in the absorption field. This will help improve percolation, as well as help reduce nitrate levels in effluent that returns to groundwater. 1 sPloVued on the vicinity drawing that the absorption field should be placed at least 100 feet away from the existing trees and seeps that are immediately south of your house. I felt this would be prudent, just in case the PVO/SSE homeowners ever need to drill another well to supplement the Simon Well. My current thought is that the seep area near the trees may produce another good, shallow well. Thus the rationale for staying at least 100 feet away from the existing seeps. Copeland Concrete should have all the parts you need in stock. If the elevations do not work for gravity flow, Dodson Engineering Supply has small pumps that will work. For your information, I included a copy of a pump Dodson carries. Any questions, please feel free to call. Sincerely, WATER RESOURCE CONSULTANTS, LLC BAG - �" Paul C. Currier, P.E. PCC /pcc Attachments ISDS Application ISDS App Cry Ltr 2- 2300.doc / 2241.0 244 Hutton Ave., Rifle, CO 81650 PH / Fax (970) 625-5433 pcurrier@bwn.net • INDIVIDUAL SEWAGE DISPOSAL SYSTEM APPLICATION OWNER Kevin Long and Gina Reece ADDRESS 7700 County Road 312, New Castle, CO 81647 PHONE (970) 984 -9883 CONTRACTOR Kevin Long Construction ADDRESS 7700 Country Road 312, New Castle, CO 81647 PHONE (97n) 984- 9rl113 PERMIT REQUEST FOR (X) 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 Silt, CO Size of Lot > 2 acres Legal Description or Address Lot 2, Simon Subdivision Exemption WASTES TYPE: (X) DWELLING ( ) TRANSIENT USE ( ) COMMERCIAL OR INDUSTRIAL ( ) NON - DOMESTIC WASTES ( ) OTHER - DESCRIBE BUILDING OR SERVICE TYPE: ResldeMial home Number of Bedrooms Five (5) Number of Persons Five (5) t3C Garbage Grinder (X) Automatic Washer (X) Dishwasher SOURCE AND TYPE OF WATER SUPPLY: (X) WELL ( ) SPRING ( ) STREAM OR CREEK If supplied by Community Water, give naive of supplier PVO/SSE Public Water System, PWID # 123605 DISTANCE TO NEAREST COMMUNITY SEWER SYSTEM: 1.5 miles Was an effort made to connect to the Community System? > 1.5 miles; not within sewer district ,4 site plan b ranted to be submitted that indicates the following MINIMUM distances: Leach Field to Well: > 100 ft . 100 feet Septic Tank to Well: > 100 ft 50 feet Leach Fldd to Irrigadon Ditches, Stream or Water Course: > 100 50 feet Septic Systems to Property Lines: > 100 ft I feet y iI : y_�. , ty r tie Y)_u as L WILL NeTBE1.fY1. 1 Li It _1 � Jam !�!_ ►1 .�_ AMMAN GROUND CONDITIONS: Depth to first Ground Water Table Approx. 4 feet Percent Ground Slope Varies, 2 - 5 % 2 TYPE OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM PROPOSED: (X) SEPTIC TANK ( ) AERATION PLANT ( ) VAULT ( ) VAULT PRIVY ( ) COMPOSTING TOILET ( ) RECYCLING, POTABLE USE ( ) PIT PRIVY ( ) INCINERATION TOILET ( ) RECYCLING, OTHER USE 1 ) CHEMICAL TOILET ( ) OTHER - DESCRIBE FINN, DISPOSAL BY: • ( ) ABSORPTION TRENCH, BED OR PIT ( ) EVAPOTRANSPIRATION ( ) UNDERGROUND DISPERSAL ( ) SAND FILTER. ABOVE GROUND DISPERSAL ( ) WASTEWATER POND (X) OTHER - DESCRIBE Mound System WILL EFFLUENT BE DISCHARGED DIRECTLY INTO WATERS OF THE STATE? No pERCOLA77ON TPST RESULTS: (To be completed by Registered Professional Engineer, if the Engineer does the • Percolation Test) Minutes 60 oer inch in hole No. 1 Minutes 45 per mob in hole NO.3 Minutes 30 Mi per inch in hole No. 2 It/mutes per inch in hole NO. _ Name, address and telephone of RPE who made sod absorption tests: HP Geotech, Inc., 5020 CR 154, Glenwood Springs, CO 81801 Name, address and telephone of RPE reaponsrbie for design of the system: Paul C. Currier, P.E. Water Resource Consultants, LLC 244 Hutton Ave., Rifle, CO 81650 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 flrrnisbed 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 tore and correct to the best of my knowledge lad belief and are designed to be relied on by the local department of health in evaluating the same for purposes of issuing the permit applied for herein. I father 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 / G� Date Feb 23, 2000 PLEASE DRAW AN ACCURATE MAP TO YOUR PROPERTYII � - Pa o R£ciS•fFt 1 , oc':•..cuq•• 100 yards west of intersection of County Road 250 and County Road 281 o:a� �� 4/5 a ✓ iii z 3 0U�=W' ' 3 - COUNTY RD.250 x • — — y •—. — x — — ._. - - — 4_ Lot Z Simon Subd. Exemption 4.81+/— ACRES Pvo /SSE PWSID i f 123605 WELL AND PUMP HOUSE t 1500 GAL. DOSWO SEPTIC TANK. 11 W1771 3 SEPARATE 500 GAL COMPARTMENTS , PLACE ETFWEMT FLTEF ON DISCHARGE �� FROM ENO TO 3R0 TANIC. _ IMIS 3.7147 SLOPE SIDES OF r /7 MOUND 5H: IV `s 1 �� -41 PLACE'FB10' FROM FIETD O 7REES/SEEPS / / MW. OF 100' fROV - TREES AND SEEPS // I( • POTABLE WATER LINE L1 • rt t p ^ PEO R S j`1I I e UG. �C.cU,�� !i 1 . • A VV it g ' r` U � ' 4 ' 6 1475 i2 100 50 0 +� , `�a� . .� -.. I---I I---1 1' - 100' DATE : 234(9 -2000 AIL LONG / REECE RESIDENCE TILE : 224 -1.0 I vault CECONSAe.TAN111,11c GARFIELD COUNTY, CO. NO : 224-1.0 I '0MO OF 2441400w. • 11:01400. 81050 .J BY : PCC 2 ISDS LOCATION MAP DAm : � PHIFat ' • @5 - 5433 T 20' SLOPE r .1 TO MIN CONDON N S � PROCTOR DENSITY. REYWAW WITH ONASSIS SLOP We uYER, tlkN ri . SS Q.r. INWER TATTLE ABSORPTION FIELD °"'""\\I TYPICAL CROSS— SFCTION _ Po p REG/s 11 Pi ES '- 0%,••6 Cb c^ 1 • 2475 ; n O,t• . ........• .. .. . G s I I fSS/GNP`E.` 1) 1500 GAL. DOSING SEPTIC TANK, 3 EQUAL CHAMBERS 2) SAND IS NMIN/MUM ONE 4 ( r FEET ABOVE R SEASONALLY IGH EXISTING WATER /TABLE INSURE TOP 3) LEVEL SAND AND PLACE 7 PARALLEL ROWS OF 5 INFILTRATOR CHAMBERS (35 CHAMBERS q TOTAL). TAKE NNCARLR E DURING PLACEMENT OF CHAMBERS TO NOT COMPACT THE SAND SUBGRADE. MAX /MUM OF / r T PROCTOR D /� ASTM DE / TOPSOIL. COMPACT SOIL TO A 5) GRADE TOP OF MOUND TO DRAIN, APPROX. 1" / 3' . 6) GRADE SIDE SLOPES OF MOUND 3H: N. 7) REVEGETATE WITH INDIGINEOUS PASTURE GRASSES 8 PIPING: INSTALL 4" CLEANOUTS AT ALL BENDS. SLOPE 13" TO 1/4" PER FOOT MIN. USE PERFORATED PIPE IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS FOR INFILTRATOR 9) INP ER.TION VENT /PORT: INSTALL 4" INSPECT /ON VENT AT BOTH ENDS OF INFILTRATOR I N 10) BURY DELIVERY PIPE MIN. OF 3' BELOW GRADE TO MINIMIM/ZE FREEZING POTENT /AL. MiW : 23-EW -2000 LONG / REECE RESIDENCE FILE : 224 -1.0 WATER RESOURCE CONSULTANTS, LLC GARFIELD COUNTY, CO. IMO : Y24-1.0 I SJ*U OF 244 Hlim 'we .. RNA CO. 81650 J ISDS — DETAILS BY Poo 2 PH /Fax (970) 825 -5013 Ulm : FCC Kevin Long and Gina Reece Residence Lot 2, Simon Subd. Exemption ISDS Calculations Physical Data No. of Bedrooms 5 5 No. of people /bedroom 1 Total no. of people 75 5 7 Gallons of effluent / person / day 7 5 Total gal/day 375 Peak daily flow = 1.5 *Total gal / day percolation Data gp min/inch Test Hole 1 Test Hole 2 30 min/inch Test Hole 3 45 min/inch Ave. 45 min/inch Soil Profile at Location of Absorption Field 0-1 feet Topsoil 1-4 feet Sandy Clay 4 feet Bottom of hole; free water observed gbprotion Field Utilize gravelless trench with Infiltrators; reduce total area required by 20% Area = Q/5 `(q ^0.5 = 450 / 5* (8.4 min / in)A0.5 755 SF less 20% reduction TOTAL REQ'D AREA OF ABSORPTION FIELD: 804 Use infiltrator chambers, 6.25' x 2.83' = 17.7 sf each = O µEClg Fit t No. required: 35 • - 4 - . cut; to t l Use 7 rows of 5, i.e., 31' long x 20' wide ° • °' a if e 2A� • Han Soil /�[ . G Z. .............................. Haul ul In min. 1 feet in depth of river sand and / least crusher % fines. Test to make sure percolation rate Is at least 10 min/inch. fl ` essi . P` = c r Backflll with native topsoil. Remove all rocks larger than 3" prior to placing material. Lightly tamp, but do not compact to more than 85% standard density. Place a minimum of 24" depth of topsoil over top of Infiltrator chambers. Grade side slopes at 3H:1V or flatter. Revegetate with pasture grasses indiglneous to existing pasture. Water Resource Consultants, LLC 224 -1.0 2/23/00 / Page 1 of 1 4" Biotube® Effluent Filter & Biotube Jr. Applications Standard Features & Benefits • 5 -10 times more flow area than other Our patented` 4" Biotube Effluent Filter and Biotube Jr. are ideal s many ma times l as so , sds lasts ts 'anger b ranrand, for residential septic tanks. 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For nearest distributor, tall Orenco at 1 -800- 348 -9843. ® Orcnco Systems Inc 1999 Distributed By: Installation of an Automatic Siphon in a Pwt est t'nncrete • - manhole Iloml.. .,b ...___. -. --- I /1_ .._ I It�lc°t sewerl._. ,1 I settling kink ' " Ik l ___ ..._ _____ . __. _ u (. 1 _3 i , /i Installation of an Automatic Siphon in a 3 Compartment Septic M manhole MANHOLE manhole Inlet sewer SIS �� OVERFLOW EFFLUENT., 1 __ Ii 1� 1 FILTER 'l l �'uI y discharcw SETTLING CLEARWATER DOSING TANK TANK TANK Installation of an Automatic Siphon in a Concrete Dosing lane rllatl"ole manhole ___ _ — _ -- _ -- C . get sewer '�.L 1 i settling tank l \\ \ 1 i li . �� r i , Fluid Dynamic Siphons, Inc. .... P.O. Box 882019 __ 1 Steamboat Springs, CO 80488 -2019 1-800 -818-5653 (303) 879 -2494 FAX ?h3- 879 -4948 MODEL 423 DIRECTIONS FOR SETTING —.. 1) Read the entire instruction book before installing. 2) Set siphon trap plumb and level The long leg of the siphon should extend 16" above the floor line. ■.„ 3) Use a gesketed fitting to connect the outlet of the siphon to the overflow pipe and discharge line. 4) Fin the siphon trap with water before Initial operation. 5) Make sure all Joints of the vent piping are airtight • High Water Une - '—‘µ A.A. AAA. Vent Pipe MP la I 23 ,. ' � 2 6" Overflow Pipe 16 1 1 r 1 Olh • Low Water �ES����������� { d w..�n Floor Una , , � €. ` �..4; t IIIINIIIIII � . 1' S f. • 5" i , , , . 1oY< fi j^' ke 4" PVC. CI or Tile pll ; Vgre, i f % P� " : `rS �.�„1 not furnished by Flak 1,. a4 1 c ` '�s At A• Inc. t � a. A fi.. ��� *tit ,�,;, kt te ., Discharge eonnectb� I, i . Y'r .4 ' 1 , , r 15" siphon 4215 D.D. Y k icy - 4i e . ;7 SK' I 1 s • t S t I K K f F 9 r l i l t.' r h S v't , �Cy t �s,.: 4 e ytK,. 'i{_Lx f ! „'` ` `r ;�:3- r to }u ' ,.�.,. . 4 ' ( . 1�'x v " 1 g `'� ��,��, {{�.Fl 1 f {' K.� J F R r .:YY ? Y 12Ys" V 1 Installing the Siphon the bell will have risen to a level lust short of the top of the g p trap, end also at this point a quantity of air is forced around , Please read the entire instruction booklet before the invert of the trap and escapes through the discharge installing. leg of the siphon. The escaping air relieves the back The slphon trap should be water tested before setting pressure within the slphon and the water Inside of the bell In concrete to make sure that it has not sustained any will rush up and fill the siphon trap thereby starting the damage In shipping. siphon action. The liquid is drawn out of the tank until air reaches the bottom of the bell. At this point the siphon Set the siphon trap In concrete, being sure that it is action is stopped. plumb and level and that the long leg of the Trap extends above the floor the correct distance (please note the drawing on page 1). Do not change any dimension or Testing elevation without first contacting the factory. The FIIl thetankunUlllquldcoversthebellandven (piping. discharge line from the siphon should be vented back into if bubbles rise to the surface there is an Indication of an air overflow pip e and outlet pipe pe must be connected t to the le the tank. overflow pipe will accomplish t The leak. An air leak in the bell or In the vent piping will prevent pipe o siphon discharge using a gasketed fitting because it is proper operation. Impossible to solvent bond the fitting to the high density As the liquid level In the tank approaches the high t polyethylene with which the siphon is constructed. This water line listen for a biooping noise which indicates air is may be accomplished by using a gasketed T' fitting or by escaping through the siphon discharge. When the siphon using a short length of sewer pipe that has a gasketed belied reaches the high water line the siphon will lire. If It does not. end and then connecting it to a solvent weld 'T fitting. The refer to the trouble shooting guide. discharge line leading from the siphon must have a slight pitch away from the siphon to prevent it from backing up. Operation Of Dual Alternating Fill the siphon trap with water till It flows out the discharge line. Automatic Siphons -- in dual alternating Installations care must be taken to When liquid rises In the tank for the first time, both ( .el both traps at the same elevation. They must both be siphons will operate as Indicated for the single siphon. If plumb and level. They may discharge In any direction but both siphons were constructed exactly the same and set they must NOT discharge into the same line or an perfectly they would both go into operation at the same Interconnecting line. time. Slight variations, however, are inevitable and will Next, screw the inner vent pipe into the siphon bell. bring one siphon Into operation before the other. Then screw the outer vent pipe Into the Inner vent pipe The first siphon to operate will empty the tank and will which is now in the bell. Use pipe compound on the result in all but about half of the liquid being forced out of threaded points to insure an air tight seal. the trap that did not operate. This will result in a greater With the 1 /4 -20 bolts started into the trap, place the quantity of air being trapped In the long leg of the siphon hell over the trap and rotate it 1111 the sloes In the bell line up that did not discharge. The extra alr in this siphon will with the bolts in the trap. Push the bell down and rotate it. cause It to operation. Into operation next. This results in the Tighten the bolts. Make sure that the siphon trap Is full of water up to the level of the discharge line. You are now ready to teat the Testing Dual Alternating Siphons siphon. Make sure that both siphon traps have been tilled with water. As the dosing tank Is filled and when the liquid Operation of Single Automatic covers ron s iphon oeltsend vent nt p Ac check for bubbles bs Siphons an air leak which will prevent the siphons from operating As liquid rises In the dosing tank it also rises inside the properly. siphon bell at the same rate till the liquid reaches the level of the outer vent pipe. At this point an air seal Is effected. As As the liquid in the tank reaches the high water line the liquid leveicontinuesto rise In the tank it also continues one of the siphons should go into operaton.Itisnecessary to rise in the bell but much more slowly. Concurrently, the to fill the tank at least one more time to make sure that the air that Is trapped in the bell and the long leg of the siphon other siphon goes into operation and the siphons are ■•-is forced towards the Invert of the siphon trap. When the alternating properly. If there is any problem refer to the quid In the tank reaches the high water line the liquid in trouble shooting section. MODEL 413 AUTOMATIC SIPHON , , . Trouble Shootin g Is entering the dosing chamber then the vent pipe Is too ..., short, which Is delaying the pressurization of the siphon. If the Siphons are not operating properly follow these Water In the bell has risen to the level of the long leg of the steps: trap and is spilling over the trap but the air In the trap has not been forced around the Invert Lengthen the vent pipe 1) Make sure that the vent pipes are not clogged. by about 14" by gtueing a PVC coupling onto the end of it. 2) Make sure that there are no air leaks In the vent piping c) Retest the siphon, listening for the " Bloop" and or the bell. repeat step 4 if necessary. 3) Make sure the siphon trap(s) has been filled with water (initial step). 5) Dual Alternating Siphon 4) Refer to the section on the "Operation of Single Automatic Siphons ". A "Bloop" sound is audible as the air If one siphon always triggers, the vent pipes must be in the long leg of the siphon trap escapes around the invert adjusted. Lengthening the outer vent pipe has a tendency Um of the trap. It Is important in diagnosing the trouble of a to bring vent siphon Into the operation s o r ort ening ti e malfu siphon to determine if this air Is escaping from the siphon by listening for the " Bloop" as water fills vent iipe of the passive sishon.n and tor a torte and emit 1 the dosing tank. process of balancing the two siphons. Retest the system • a) If the " Bloop' sound Is heard but the siphon does after each change. Caution: the vent pipes can be adjusted not come Into operation, the outer vent pipe Is too long. too much. They can be shortened to the point where no which is causing the siphon to be pressurized to soon.The water air will escape the siphon trap and the effluent will air in the long leg of the trap has escaped around the invert trickle through the siphon. The vent pipes can be of the trap but the water In the bell had not risen high lengthened to the point where air escapes through the enough to iiow lnto the trsp. Cut about ½" oltthe end o%the siphon but the liquid In the bell Is not high enough to tiow vent pipe. into the trap. It will "Bloop" and malfunction. If the siphons b) If no "bloop" is heard by the time the siphon are Installed property there Ise point in which both siphons r reaches the high water line and the siphon appears to be will operate alternately. Adjustments to dual alternating trickling effluent through the siphon as fast as the effluent siphons should be gradual (/. to Si"). • FLUID DYNAMICS INC. 1025 Delaware Avenue Longmont, Colorado 0501 g19_ c... • • Y • um The ,"-- Eliniinators from Little Giant* b ••\ -4 .3 _ 94-^.\- ie XI e= 1 610 — -• NA Ts yr �{,', 8E- Series - . `' Zi& , The Eliminator submersible pumps from Little Giant are specifically y engineered to handle the tough demand- * ing tasks for effluent and sewage waste r k. 7 ,, i- t.: '' # « I• ' transfer with high efficiency and long s `'t/- -, ,- z + ' f ,, � ;; term dependability. 5 ' ; ° i° � -.' "� '' it The Eliminators — USA Se- t - ' 7 �, rc { ries — includes pumps for use in Resi- '� t� { d. denial, Commercial, Industrial and , tL ' tw } Agricultural applications with Tight to p J. ' , ; - + medium transfer demands. For dewatcr- `+ t #: ing, effluent waste, wastewater and sew- - 1 4, - 1 . *" >- .. age handling where such materials must ,, be moved upward from a collection area k` to sewer or septic lines, or drainage areas, ' the Eliminators are an ideal solution. �^ Series Features • Handles liquids and solid waste ma- terials up to 3/4" diameter. • Cast iron pump housing with protec- tive epoxy coating for corrosion and rust resistance. • Oil filled motor housing for lifetime g/ ;:ii lubrication and rapid heat dissipa- lion. I • Stainless steel screws, bolts. handle, and seat assembly. 111) • Mechanical seals (stainless steel spring, nitrite pans, carbon and co- E - Series - -- --- 4 . � ' M t ramie faces). 8E Series t • Thermal overload protection. .___ __-------- - - - - -- E . '_ • Manual and Automatic modes in For residential and light commer- ; /, I { ; , each size. coal use. the Model HE Series De- � , ! %/; ' • Automatic operation has 9" -14' watering end Effluent pumps handle a ' / \\ "On" level and, and 2" -6" "Ott" liquids and solid waste materials up II i_11, level range with adjustable Float to 'ii" diameter. Pumps feature a � _U/ 1.- Switch. 1l discharge. with a lift of 21'. -- -, ,•r � `2 Class- filled nylon cover and ABS r�r► ellS11 • All 113 volt models are UUCSA base. - Listed. i Model 8E -CIM (Manual) i t u ci I,,fiOOakland able PumpsferEliminaDemaoughSeba Model 8E- CIA -RFS (Auto) r Little Giant "' tsa Submersible Dewatering & Effluent Pumps — , '" — "a' 4 0 6 1180' -- - tal Z 0 41#111 : 4 ‘7 1111 1 1 11: 4 111) k \ sillik "N II 1 4.65' — K'DIS USA /�i CHAROE I _ an^ Nie iiTTIiISMI 1 - - - -._- -_ ` \ ." SCREEN TO PASS W' SOLIDS POWER CORD I BE SERIES MOOR CATALOG SOLIDS SIZE IUMNINI STANT PEAFOIMACEIBPN QNFAM SMUTOFF PWR CIS WOOD SINENSNMS NO. 110. LISTING NP VOLTS IRM1.4 AMPS/WATTS AMPS W 10' 15' Sr IN PAL IFLI IUR.I PIA IBIUJ 11E -CIM 509000 ULICSA 113 115 314 111900 14 52 45 33 21 9.1 10 27 825x9.64.9 8E- CIHFS 509050 ULICSA t 1/3 3 115 � 3/4 111900 61900 14 7 8E-CIM 509000 52 45 33 21 9.1 12 27 825x8254.66.9 81-CIM 5091105 UL CSA 1/3 115 3/4 11/900 14 52 45 33 21 9.1 15 30 825x9.6 8E- CIA -RFS 509105 UL/CSA 1a 115 3/4 111900 14 52 45 33 21 9.1 15 32 8.25x9.6x6.9 BE-CIA-RFS 5091 ULIC 1/3 115 3/4 1119110 25 52 45 33 21 9.1 20 34 826x69 All Models are 60 Hz. BE SERIES PUMP PERFORMANCE CURVE 115VAC 60Hz CAPACITY LITERS /MINUTE 1 d 25 I I 0 11 1 1 1 1 1 1 1 1 1 1 1 120 100 240 % r(111!' 1 1 - / - 7.5 ;11::::*.--------Ve 1 te 20 _ — 6. 3 \ m .- :: - 5 a ' 1 W 15 = = d �l q ' w 10 _ - A _ - 2S y 5 _ INDIVIDUAL ACCESSORIES . AND PRE- ENGINEERED SYSTEMS ARE AVAILABLE. 0 I'll 1111 1111 1114 1111 Ills 1111 Ins nfl 1111 - 0 0 15 30 45 60 75 CAPACITY- GALLONS /MINUTE e P.O. BOX 12010. 3810 N. TULSA 1 `_ I OKLAHOMA CITY, OKLAHOMA 73112 ..,• a „. 4 .I. DD�wHV SUBSIDIA (405) 947 -2511 t" RY xlCVMfiM � C :9yd*1995 Chile (kill Pump Company —Form 0994340 -11/95