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HomeMy WebLinkAboutLATTA LT 8 r Municipality of Anchorage Page DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 · Anchorage, Alaska 99519-6650 · Telephone: 343-4744 On-Site Wastewater Disposal System and/or Well Inspection Report Permit Number:. ~---/uJ ~/(:, m7_~7... PID Number: d~J%' - I H'2 - Name: ~"r~v~ ~,.~ ~c.c¢¢. ~o¢~ Wastewater System: ~ New ~ Upgrade Address; ABSORPTION FIELD NO. of B~rooms: Phone: ~ -~0~ ~ Deep Trench DShalJowTrench ~Bed ~Mound ~Other Total Depth from original grade: LEGAL DESCRIPTION S°ilRatin9: /, O GPD/Sq, Ft, Lot: Block: Subdiv~ion: Depth to pipe bottom from original grade: G ravel depth beneath pipe Township: Range: Section: Fil~ added above original grade: Gravel length: ~ ' ~ / ' 0 ~ Ft. Ft. WELL: ~ New ~ Upgrade Gravelwidth: I~t Ft. Uumberoflines:~ Distancebetweenlines:~.~l Ft. Classification (Private, A,B,C): Total Depth: Cased To: Total absorption area: Pipe material: ~ ~A~ Ft. Ft. ~0 Se. Ft. pr< Date Drilled: Static Water Level: Installer: Date installed:d~ Yield: GPM Pump Set at; Ft, Casing HeightlAbove.~ Ground:Ft. TANK SEPARATION DISTANCES u Septic g Holding [S.T.E.P. To Septic Absorption Lift Holding ~ublic/Private Manufsoturer: Capacity in gallons: From Tank Field Station Tank Sewer Lines ~I~C~ Number of Compadments: Well' /o01 Too[ + /oo ~ -~ ~ I+ Uaterial:~L~ Sudace foot+ idol+ I oo~ Water ~ ~ LIFT STATION Lot Size in gallons: Manufacture: Line IOI IOI Foundation I O I ~ [ I O ~ "Pump on" level at: "Pump off" level at: High water alarm ~t: Pump Make &Model Electrical Inspections pedormed by: Curtain ~o~ ~o j~ ~ Drain ~o ~ o'~ Remarks: W ¢~,. ~ ~- f,~ ,,,¢ ¢ 4 BENCH MARK 13 y O~l g ~ ¢¢'~ . Location and Description: ~ ~ ¢~mO~ Assumed Elevation: ~ '~/ ~....'~ ,~ Inspections performed by:s&sENelN'"R'N" Dates'. 1st'//~ ~/')C t~,,~.. 11g~4EagleRiverbo~pR~adNo, 2~ 2nd. ~)/~/~7 ~ RO~*TC COW*N Eagle River, Alaska 99577 F/~/)~ '~/~ 7/~ 7 ...... Department of Heal--Human Se~ices approval ,~..,~.. .... · Reviewed and approved by: /~~. ~ Date: ~ -2-~ 72-013 (Rev. 9/91) MOA 25 Permit No. SW960252 2 5 Page of Municipality of Anchorage DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 · Anchorage, Alaska 99519-6650 · Telephone: 343-4744 On-Site Wastewater Disposal System and/or Well Inspection Report LOT 8, LATTA SUBDIVISION 015-142-49 Legal Description: PID No.: · LOT 7 I ~ ,o'., I AL'' / ~ o ~ ~% ~ ~ ~ I F '1 ~ ~ ~ ¢ j} NEW BIOCY,:LE UNIT ~ ~ LOT oWELL .... S~L~ 1" = ~0' F¢O 27.0' 23.0' ff~.~ ['.... C~ 24.5' 29.5' ~/~ ~...2~t MT1 5~LO' 45.0' - 72-O13 A (Rev. 9/91) MOA 25 Permit No. $W960252 $ ,5 Page of Municipality of Anchorage DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 · Anchorage, Alaska 99519-6650 · Telephone: 343-4744 On-Site Wastewater Disposal System and/or Well Inspection Report LOT 8, LATTA SUBDIVISION 015-142-49 Legal Description: PID No.: HATCH 'LUENT LINE TO ORIIjlNAL GRADE ~ORPTION FIELD UNIT qSULATED AROUND IAI K~ AROUND TANK N.T.S. MT1 = 99,2'7 [MT2 = 99.1'  ~F1NAL G~ADE 1NSUI~T[ON - ~ M"2 = 94.0' WATE ~ FOUND .¢ , P~ OFILE 72-013 A (Rev. 9/91) MOA 25 1201 Rk-~mon~ St, 99515 ANCHOI1AGE~ ALAgKA BiX INCH WATEr WELL DRILLED .......... OUT TO THE DEPTH OF DrilLED aT The rATE OF , ~p;~.©0 ,. PrOPErTY OWNER Mr. ,Steve Strobbe LOCATION OF WELL SITE J~.t, 8 95 feet. PER FOOT, ,%tee]. ces:i.n~ sooted (3tit to 95 ft. g!k, Sub. Latt8 T~r,' . rks ~gX T T',, I~rlkL~rgerniel Claus o f R'~m--,~rt ,. m]_].in~': L'% ....... ;~:gP-O 148594 Froo~ oi"]'hsu, r~:mC~: A.L~ske S~rvice ~'?enc~ 5~'2'2.5~] WELL LOG: 0 - 16' Sfi!ty ~PnFy fJ. ue ~r?ve].. 25~ c!ny rnat, eri~, 16 - 42' Fine sand & fine ~revel vd. th ]SC day. ~2- 90' I},'~rd .v~, .A cemented ?r,.'~vel 9/.!.- 95' ..... v~.n mor~t; of the ye~r in a 6ry se~aon it This Well v:il! rob.~b!y will ,..r, .. -- ' ........ that flow r~ t .... ,n, '. ~,: the fine sand & silt ,,urn-ed out of it. 7/e h,,~: just over four hours in deve!o pent time, but we will just charge ? minimum of %250.00 Water recovery i~ back uF ~ feet off bottom~ ho':.:ever~ the 1,/~, or 1/'Y horsenower submersib]_e "unr' shoul; be inst:~].le:~ ,bout four feet off bottom. ~,.375.00 Cost of Muni "/ell c-",: Min~tmal develo'"ment cost: ~250.00 Total cost of ~';ri!].in~ oct: !p~697.oc: b ch~r?e for mob u': :~r mob JhN 9 1997 COST INCLUDES ALL LABOr AND MATERIAL FOR COMPL~iION OF Dept Flealth & Huma~n WRITE CHECK PAYABLE TO RAMPART DRILLING WORKS FOR THE SUM OF THANK YOU V~RY MUCH. ~~ B~RNI~ CLAU~ OF RAMPART DRILLING WORK~ '.'/e~nes~;'.'y~ "bvember 1~}, 1996 DAT~. ~Vl~ OHA~EOF 1~% P~R MOHTH Wlk~ ~Z A~S~SS~D ON PA~ 02/19/97 01:14 8551 4220 SHAI¥N 0BRIEN C&lt [~001/001 £L£CTR :~ C ~lOOJ, WREN <3CP~BgTk3FI$ ~RO MAt)i PLP, A~ CALL FOR REINSP~¢ TION O0 NOT REI4OVI] ~ NOTIC~ I HOV-19-gB TUE 10:58 RLYESKA PUMP & EOUIP~ENT FAX NO, 344U07£ P, 01 ~00~/00~ Filtered Effluent ;Pump "Ea" S~Rli$ MATr~ WER IWMB~ ~ 1 ~P. Al'glma Ded,{Itl~ ~r i~ml~ng ~e~ ~p ~n ~ ~mi~ ef~e Pa~ am ~1~ ~on ~ , the~~i~ fine mmd~ I~ h~. ~ld~ ~d ~ ~ muir [~ ~uE~ for ~ma~ in.rig ~ ~. · Ch~ T~aiym BuJJNA m ~ f~ one ~ ~nsr ~ilum au~ ~ ~ahip ~nd ' ~ Solids ~IugQed g ~[nl~ ~el Pollih~ ~l~ ~w ~ du~bTe In the m~ co~l~ ~ for ~Ni Impgller m IfllM 8~i~ ~r bu~t ~ ~r ad~p~r, ~u ~e~n for f~e ~1 'eul~dp~u~e~rla ~mh~, ~m~ ~mblies are'. ~ ~d C~ I1~, AIl ~All m~ Model 20EB ALYE~EA PUMP P.O~ ~oo~/oo~ 120 100~ ~0 4(3 4O0 ~',/V.~ ~ w~r and or gwmg Wll~ foals. ' a~,L,O.~. - Jen~lt Q! ~)ml~7- ~ompmm ~um/~- w~rm~d and ROBERT C. COWAN, RE, ROBERTA, SHAFER, P.E. HEALTH AUTHORITY APPROVALS SEWER & WATER MAIN EXTENSIONS SEWER&WATER INSPECTION ENGINEERING STUDIES AND REPORT8 ~ WELL INSPECTION & FLOW TEST SiTE PLANS ROAD DESIGN SOILTEST PERCOLATION TEST STRUCTURAL & MECHANICAL INSPECTIONS ON SITE WASTEWATER ~8PO~AL SYSTEM DESIGN Date: CIVIL ENGINEERS (907) 694-2979 FAX (907) 694-1211 Municipality of Anchorage DEP/~RTMENT OF HEALTH AND HUMAN SERVICES 825 L Street P.O. Box ].96650 Anchorage, Alaska 99519-6650 RECEIVED OCT 2 199G Municipality of Anch,orage Dept. Health & Human Ser¢/ces REFERENCE: The septic inspec$ions for ~he ~eferenced property were performed on ~f~/~l and ~!~/~6 . Prior to'sGbmitting the On-site Wastewater Disposal System and/or Well Inspection Report we are waiting for the ~ % ~,~c to be completed. If we may be of further service please contact us. Sincerely, Robert C. Cowan, P.E. 17034 NORTH EAGLE RIVER LOOP · SUITE 204 · EAGLE RIVER, ALASKA 99577 ~C~L-,.~ PAGE 1 OF MUNICIPALITY OF ANCHORAGE \\'.[7~ DEPARTMENT OF HEALTH AND HUMAN SERVICES ~ O~Y~\ P.O. BOX 196650, 825 "L" STREET, ROOM 502 0.~/ ~a ~t ~ -~'o ANCHORAGE, ALASKA 99519-6650 ON-SITE WELL AND WASTEWATER DISPOSAL SYSTEM PERMIT PERMIT NUMBER:SW960252 DATE ISSUED: 8/15/96 DESIGN ENGINEER:S & S ENGINEERING EXPIRATION DATE: 8/15/97 OWI~ER NAME:MCAFEE JAMES D TRUST 50% & OWNER ADDRESS:3750 HUFFMAN ROAD ANCHORAGE, ALASKA 99516 PARCEL ID:01514249 LEGAL DESCRIPTION: LATTA LT 8 LOT SIZE: 16532 (SQ. FT.) NUMBER OF BEDROOMS: 3 THIS PERMIT: 3 THIS PERMIT IS FOR THE CONSTRUCTION OF: DISPOSAL FIELD /SEPTIC TANK / WELL SYSTEM ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH: 1. THE ATTACHED APPROVED DESIGN. 2. ALL REQUIREMENTS SPECIFIED IN ANCHORAGE MUNICIPAL CODE CHAPTERS 15.55 AND 15.65 AND THE STATE OF ALASKA WASTEWATER DISPOSAL REGULATIONS (18AAC72) AND DRINKING WATER REGULATIONS (iSAACS0) . 3. THE ENGINEER MUST NOTIFY DHHS AT LEAST 2 HOURS PRIOR TO EACH INSPECTION. PROVIDE NOTIFICATION BY CALLING 343-4744 ( 24 HOURS ) (NOT REQUIRED FOR WELL ONLY PERMIT) 4. FROM OCTOBER 15 TO APRIL 15 A SUBSURFACE SOIL ABSORPTION SYSTEM UNDER CONSTRUCTION DURING FREEZING WEATHER MUST BE EITHER: A. OPENED AND CLOSED ON THE SAME DAY B. COVERED, SEALED AND HEATED TO PREVENT FREEZING 5. THE FOLLOWING SPECIAL PROVISIONS. SPECIAL PROVISIONS RE CE I VED B Y~:~ ISSUED BY: /~~ DATE: ~ 7 ~"~ ~ ROBERT C. COWAN, RE. ROBERT A. SHAFER, RE. July 10, 1996 HEALTHAUTHORITY APPROVALS S~ER&W~ER ~IN~TENSIONS SEWER&WATER INSPECT[ON ENGINEERING STUDIES AND REPORTS WELL INSPECTION & FLOW TEST PLANS ROAD DESIGN SOIL1EST PERCOLATION TEST STRUCTURAL & MECHANICAL INSPECTIONS ONSITE WASTEWATER DISPOSAL SYSTEM DESIGN MUNICIPALITY OF ANCHORAGE Department of Health and Human Services P.O. Box 196650 Anchorage, AK. 99519 REFERENCE: Lot 8, Latta Subdivision CIVIL ENGINEERS (907) 694-2979 FAX (907) 694-1211 Request you issue a permit %o drill a well and ins%all a "innova%ire" Biocycle Wastewa%er Treatment System to serve the proposed three bedroom house on the referenced property. Test holes were excavated and percolation tests performed. The approximate location of the test holes are located on the attached site plan. At the time of excavation, water was encountered in Test hole #1 at 8.5 feet and no water was encountered in Test Hole t~2. After seven day ground water monitoring, water was found at 9 feet in Test Hole #1 and the monitoring tube in Test Hole #2 was found to be dry. This property has enough area for a future septic upgrade which can be seen on the attached site plan. We do not anticipate any adverse effects on neighboring wells, septic systems or drainage patterns by the installation of the proposed septic system. If you require additional information, please contact us. Sincerely, Robert C. Cowan, P.E. RCC/gk Enclosure 17034 NORTH EAGLE RIVER LOOP · SUITE 204 · EAGLE RIVER, ALASKA 99577 I = 40' ~ SITE I SCALE h SORRELS PLAN UTIL. ~ DESIGN F- 10' UTIL. ESMT. SFtld'V~[ ']'12A ,001 0 '-4 oo ~.~ eno · c,4~o 4~ ~ oFus L'"~"j / 1':'-' iq.T.S. PROFILE × ? 0 ~d DETAIL N.T.S. ~^LE X-SECTION [ DETAIL 6.06' ~o Z . 2.6' ROBERT C. COWAN, P.E. ROBERTA. SHAFER, RE. ON-SITE WASTEWATER DISPOSAL SYSTEM CONSTRUCTION PRACTICES and MATERIAL SPECIFICATIONS CIVIL ENGINEERS (907) 694-2979 FAX (907) 694-1211 NEALTH AUTHORITY APPROVALS SEWER&WATER MAIN EXTENSIONS SEWER&WATER INSPECTION ENGINEERINGSTUDIES AND REPORTS WELL INSPECTION & FLOW TEST SITE PLANS ROAD OESIGN SOIL 1EST PERCOLATION TEST STRUCTURAL & MECHANICAL INSPECTIONS ON SITE WAS'rEWAT ER DISPOSAL SYSTEM DESIGN REFERENCE: Lot 8, Latta Subdivision July 10, 1996 ~ENERAL: The scope of this project includes the installation of an "innovative" Biocycle wastewater treatment system and absorption bed to serve the proposed three bedroom residence located on the referenced property. Construction shall be in accordance with the approved site plan and design drawings, Municipal permit with any special provisions or conditions, and all applicable State and Municipal Wastewater Disposal Regulations. The contractor shall be responsible for obtaining any necessary underground utility locates. Unless specifically agreed otherwise, 'the property owner shall be responsible for final grading areas subsequently depressed from soil settling. On all leachfield mound systems, 'the property owner shall be responsible for ensuring a satisfactory vegetation growth over the mounded area. De Contractors installing wastewater disposal systems must be certified by the Municipal Health Department for system installations. Owners installing their own systems must also receive prior approval from the Municipal Health Department. ~EACHFIELD BED INSTALLATION: Excavate the proposed Bed Area to the depth shown on tile design. The bottom of the excavation shall be within 2 inches of level. If the bottom of 'the excavation becomes smeared, it must be raked or scratched (ruffed-up) before gravel or sand placement. If a sand layer is required, place sand over entire excavation to the required depth shown on the design. The top of the sand layer must be within 2 inches of level. 17034 NORTH EAGLE RIVER LOOP , SUITE 204 · EAGLE RIVER, ALASKA 99577 Page Two Lot 8, Latta Subdivision July 10, 1996 Septic tanks installed with less than 4 ft. of cover shall be insulated. A foundation cleanout shall be installed one to four feet from the building foundation. In the line between the tank and the leachfield there shall be two adjacent cleanouts (unless an effluent pumping system exists within the septic tank). These cleanouts shall be located on undisturbed soil not more than 10 ft. from the tank. The first cleanout, in line, shall be to clean toward the leachfield. The second cleanout shall be to clean toward the septic tank. Final grading over the septic tank shall be such that a positive slope exists away from the septic tank. Sewer rock shall be placed uniformly throughout the entire bed. Perforated distribution pipe must be installed level with perforations down. Gravel depth below the perforated pipe shall be a minimum of six (6) inches· Gravel depth above the perforated pipe shall be a minimum of two (2) inches. The total gravel depth throughout the entire bed shall be a minimum of twelve (12) inches. The perforated distribution pipes must be no more than six feet apart. The distance between the outermost perforated distribution pipes and the sidewall of the absorption bed must be no more than three feet. Page Three Lot 8, Latta Subdivision July 10, 1996 Silt barrier material must be installed between the final gravel layer and the native soil backfill. Ensure the silt barrier covers the entire gravel surface before placing backfill. Monitor tubes shall be of four (4) inch diameter, installed at the locations shown on the design, and extend a minimum of 12 inches above final grade. The portion of the monitoring tube extending through the gravel depth shall be perforated six (6) inches below the bottom of the horizontal distribution lines. The monitoring tube should not extend below the bottom of the gravel surface. Backfill over the final gravel layer must not be less than twenty-four (24) inches. Insulation must be installed when the backfill depth is less than thirty-six (36) inches° The finished grade over the bed must be mounded to prevent the formation of a depression after settling. MINIMUM bLRTERIAL SPECIFICATIONS: Any septic 'tank proposed for installation must be constructed by a Municipally approved septic tank manufacturer. The following pipe materials are approved for use in septic system installations in the Municipality of Anchorage: Type of Pipe Perforated Solid Cast Iron ASTM D3034 (PVC) ASTM F810 (HDPE) ASTM D2662 (ABS) Yes Yes Yes Yes Yes No Yes Yes Use of a type of pipe other than listed above must be approved by the inspecting engineer. Insulation shall be at least 2" thick extruded direct burial polystyrene (Dow Chemical Company Styrofoam HI or equal). Septic 'hank inlets and outlets shall be fitted with watertight couplings (Caulder, Fernco, or equal). Page Four Lot 8, Latta Subdivision July 10, 1996 A permeable nontoxic silt barrier (Typar 3401, Mirafi 140N, or equal) must be installed between the final leachfield gravel layer and the native soil backfill. All leachfield gravel (sewer rock) shall be 0.5"-2.5" screened gravel with less than 3% passing the %200 sieve. When sand is being used as a filter material, its gradation specifications must conform to current M.O.A. or D.E.C. requirements. INSPECTIONS: Typically 'there will be a minimum of three (3) inspections required during the installation of the wast·water disposal system. These inspections will occur as follows: The first inspection must be conducted after the excavation of ditches, pits, trenches, or beds and before the installation of any gravel. A septic tank may be set in place, but may not be backfilled before this inspection. The second inspection must be conducted after the placement of the silt barrier, gravel, distribution lines, standpipes, cleanouts, and insulation, but before the placement of any other backfill. The final inspection is to occur upon final grading of the property. Often there will be more than these 3 inspections requiredu Especially with the installation of multiple trenches, sand filters, pressurized distribution systems, etc. Thus, the inspecting engineer is to be contacted at least 24 hours prior to the start of construction. If necessary, a pre-construction meeting will take place on-site. The inspecting engineer will not coordinate, direct or control in any way the contractors activities. The owner shall contract with the contractor to perform the work outlined in these specifications and plans and in accordance with the attached M.O.A. permit. There will be no contractual arrangement existing between the contractor and S & S Engineering. Page Five Lot 8, Latta Subdivision July 10, 1996 S & S Engineering shall be the owner's representative and will inspect the work as stated above to document the contractors activities. Final acceptance of the contractors work rests with the owner and the M.O.A. S & S Engineering shall have no liability to the owner or to others for acts or omissions of the contractor or any other persons performing work on this project or the failure of the contractor to carry out the work in accordance with these construction documents. S & S Engineering's inspecting engineer will not be responsible for the construction means, methods, techniques, sequence, procedures or the safety precautions incident to this project. CONTRACTOR/INSTALLER Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 'L" Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST PERFORMED FOR: LEGAL DESCRIPTION: ~ ~ ~ DATE PERFORMED: Township, Range, Section: 1 2 3 4 5 6 7 8 9 10- 11 12 13- 14- 15- 16- 17- 18- 19- 20- COMMENTS £r ~. '/'- SLOPE SITE PLAN WAS GROUND WATER ENCOUNTERED? ~Y~'~ ~' S / L DEPTH?IF YES, AT WHAT ~ '5 Op E Oepth lo Water After cl / '~'/'%/~'~(,,~'r'; Monitoring? Date: Gross Net Depth to Net Reading Date Time Time Water Drop .~/,~-/.7(, ~ '). t~ - T ~/~, ,, _ ~ t ~ O ~ ~,~ ~ ~'/~ " '7 '~ '~ ~ ~ ~' ~ /~' " '7 ': ~ ~ ~ '~/~ ', PERCOLATION RATE '¢0~ (mlnutesfmch) PERC HOLE D~AMETER TEST RUN BETWEEN 4/' ~/)_ FTAND "~ z{2~ FT 11/1' 7 //-- / I '- ACCORDANCE w~T~i~F.~/l?.l~t/~j~j~ GU~OEL..ES ,N EFFEC~ ON TH~S DATE. DA~E: 72-008 (Rev. 4/85) Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST PERFORMED FOR: /v)/.] 'i- LEGAL DESCRIPTION: ~-o 7 ,,' DATE PERFORMED:~. '.-. /.-,~/~,,,,"~,',~,~" Township, Range, Section: 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 2O COMMENTS WAS GROUND WATER ENCOUNTERED? /v' O SLOPE SITE PLAN S IF YES, AT WHAT .~ ~) DEPTH? p E Oeplh t0 Waler Alter ' ' monilorin§? ~)/~'Y Dale: 6/~ '~/'0 ~:S Reading Date Gross Net Depth to Net Time Time Water Drop (~/'.,t/q~: '~ :. ,/-/ ~,,.~ .~- .V- 'I~ ,. ._._ 7.~. q<~ ~ ~,~ 5- ~/~ 'J~ '7' ~"-/j 5'~ ~'1~,. 7 ' 5'} ] 5- ?/~" '? t. ~5'~ G '/~ .... PERCOLATION RATE ~ (minutes/inch) PERC HOLE DIAMETER TEST RUN BETWEEN . "~ __ FT AND 7/ FT S & S ENGINEERING X .- . PERFORMED BY: lll);S~T E. agie RiYer L~p Road No, ~O41 /w .... ACCORDANCE WII~EA~~L GUIDELINES IN EFFECT ON THIS DATE. DATE: 72-008 (Rev. 4/85) ME3 SERIES High Head (ME3H) and High Flow (ME3F) Submersible Effluent Pumps MESF ME3H THE MYERS ME3 SERIES ARE RUGGED 1/3 HP EFFLUENT PUMPS DESIGNED FOR DEMANDING EFFLUENT PUMPING JOES'WHERE DEPENDABILITY IS A MUST, The ME3 is constructed of only the highest quality corrosion resistant materials - like cast iron, stainless steel and engineered thermoplasllcs - Io provide many years of service in the harsh effluent environment, The ME3 is crvailable with a recessed impeller for high-head appli- cations or an enclosed impeller lot high-flow applica- tions - both will pass a lull 3/4" spherical solid, The ME3 is available in automatic models with piggy-back mechanical floal switch or manual models for use with external controls, For more information, call your Myers distributor today or the Myers Ashland, Ohio sales office al 419/289-1144. ADVANTAGES BY DESIGN DUPABLE MOTOR WILL DELIVER MANY YEARS OF RELIABLE SERVlCE. [] Oil-filled motor [or maximum heat dissipation and continuous bearing lubrication. · Overload protected, shaded pole motor eliminates starting switches and relays which are prone to fail. · Heavy casl iron motor housing and volute case dissipate heat, allow motor to run cooler for extended life. THE ME3 IS ENGINEERED FOR MANY YEARS OF MAINTENANCE-FREE OPERATION, [] Field tested, wide angle, mercury-free mechanical float switch for maximum draw down, (Automalic piggy-back models only). · Automatic pump models can be operaled manually by unplugging piggy-back switch and plugging pump directly Into outlet. [] Passes a full 3/4" solid. PRODUCT CAPABILITIES Capacities To ME3H 36 gpm 136 lpm ME3F 66 gpm 250 lpm Heads To ME3H 36 IL I 1,0 m ME3F 32 It, 9.75 m Max, Spherical Solids 3/4 in. 19 mm Liquids Handling domestic eHluenl and drain water lntermitlent Liquid Temp. up to 140°F I up lo 60oc Meier Eleclrical Data 1/3 hp, 1550 rpm shaded polo, oil-filled 115 veils, 11.5 amps, 1 ph, 60 hz 230 veils, 5,8 amps, 1 ph, 60 hz Third Party Approvals gL, CSA Acceptable pH Range Speclllc Gravity Viscosity Discharge, NPT Min. Sump Die, Simplex Duplex 5-9 .9- 1,1 28 - 35 SSU 1-1/2 In, [ 50.8 mm 24 In, J 60,1 cm 36 In, 91.4 cm ,onslruclion Malerlals Meier Housing cast iron, Class 30, ASTM A48 Impeller Impeller Type ME3H ME3F engineered thermoplastic recessed nclosed Impeller Wear Ring (ME3F only) 304 SST Volute casl iron, Class 30, ASTM A48 Volute Sealing Ring (ME3F only) Buna-N Power Cord 10 or 20 It,, 1613 SJTW/SJTW-A Mechanical Shaft Seal carbon and ceramic Fasleners 300 Series SST WHERE INNOVATION MEETS TRADITION ME3H EFFLUENT PUMP SPECIFICATIONS EFFLUENT PUMPS - Pump(s) shall be F. E. Myers ME3H series effluent pumps selected in accor- dance with the following design criteria: Number of Pumps: Primary Design Flow: Primary Design Head: Minimum Shut-off Head: Motor Horsepower: Motor Speed: Electrical: 36' .1/3 1600 RPM 115 Volts, 1 PH, 60 Hz or · 230 Volts, 1 PH, 60 Hz PUMP - The pump shall be designed to handle septic tank effluent and be capable of passi~ng 3/4 inch spherical solids. The pump shall be capable of handling liquids with temperatures to 140 I¢ intermit- tent. MOTOR - The pump motor shall be of the submersible type rated 1/3 hp at 1600 RPM and shall be for __ 115 volts or ~. 230 volts single phase, 60 cycles. Single phase motor shall be of the shaded pole type with no relays or starting switches. Stator winding shall be of the open type with Class A insulation rated for 105-o C maximum operating temperature. The winding housing shall be filled with clean dielectric oil to lubricate bearings and seals, and transfer heat from the windings to the outer shell. The motor winding assembly shall be pressed into the stator housing for best alignment and heat transfer. The motor shall be capable of operating over the full range of the performance curve without overload- ing the motor and causing any objectionable noise or vibration. The motor shall have two bearings to supportthe rotor; an upper sleeve bearing to accommodate radial loads and a lower sleeve bearing with thrust pad to take thrust and radial loads. A heat sensor thermostat and overload shall be attached to the top end of the r~otor windings and shall be wired in series with the windings to stop the motor if.the motor winding temperature reaChes 221-o F. The overload thermostat shall reset automatically when the motor cools to a safe operating tempera- ture. POWER CORD - The motor power cord shall be. 10 or. 20 feet SJTW/SJTW-A type. The cord shall have a molded compression grommet to insulate electrical connections. The grommet shall thread into the motor housing to provide a positive seal and to prevent leaking of liquid into the motor housing. The sealing grommet shall provide strain relief for the power cord assembly. OPTIONAL CONTROL SWITCH - The effluent pump shall be controlled by an optional piggy-back float switch. The float switch shall be of the mechanical, non-mercury type and be capable of directly con- trolling the pump motor without the need for an external control panel. SHAFT SEAL - The motor shall be protected by a rotating mechanical shaft seal. The seals shall have carbon and ceramic seal faces lapped to a tolerance of one light band, Metal parts and springs for seals shall be 300 series stainless steel, ~ - The pump impeller shall be of the recessed type, The impeller shall be con- structed of engineered thermoplastic. ~- The motor housing castings shall be of high tensile strength Class 30 gray cast iron. Castings shall be treated with phosphate and chromate rinse and painted with a high quality air dry alkyd enamel for corrosion protection, PUMP CASE - The pump case shall be a high efficiency volute design capable of passing 3/4 inch spherical solids. The pump volute shall be constructed of Class 30 gray cast iron. FASTENERS - Ai~ exposed fasteners shall be of 300 series stainless steel. K3495 3/94 ME3H 1/3 HP Effluent and Drain Water Pump F. E. Myers, 1101 Myer Parkway, Ashland, Ohio 44805-1969 419/289-1144 · FAX 419/289~6658. Telex 98-7443 ~. K3509 6/94 Printed in U.S.A. ME3H SERIES CURVE 35 ~ 30 b. L[I 20 0 ~0 CAPACITY LITERS PER MINUTE © ~0 100 1BO 200 2S0 300 $50 0 tO 20 30 40 50 60 70 80 90 lO0 CAPACITY GALLONS PER MINUTE lZ K3697 6/94 Myers' Rick Myst/om, Mayor Mtmicip ality of Anchorage Department of Health and Human' Services 825 "L" Street P.O. Box 196650 Anchorage, Alaska 99519-6650 Dear Honmowner/ProspeclJve Buyer: The on-site wastewater disposal you are interested iii purchasing is ;u] ";alternative" wastewater disposal system. This system, known as a "Biocycle Aerated Wastewater Ttealmenl System", is undergoing testing wilhin Ille Mimic]paltry of Anchorage under die Altemalive System section of tile Wastewater Disposal Regulations (AMC 15.65). Them ;ire cerlain risks involved will] Ihe ownerslffp of one of II,ese syslems: This syslem has been s ]own to be effective itl od]er areas. The system is currendy undergoing a two year tesling perkxl in Anchorage uader Ihe guidmlce of tile Deparlment of Heallh mM l:tum;ai Services (DHHS) mid the State o[ Alaska Department of Environmental Conservation (ADEC) to detem~ine ils e[fectiveness iii a subarctic environment. Testing results on systems inslalled ill 1994 have been very encouraging. Copies of initial lest resulls are available from Ihe DHltS. The Biocycle system has not beet] les]ed mM approved by Ihe Natiomd Sanitation Foundation (NSF). Currently, Anchorage Municipal Code lot' Wastewater Disposal Regulations requires proprietary equipment {o have NSF approval. This appmw, d tit' chm]ges Icl the Wastewaler Disl~s;d Regulations through Municipal Assembly action will be necessary prior lo this system being approved as a standard system. The "Biocycle" system for tiffs propmty may have received verlic;d separation distance waivers l'rom bolh Slate of Alaska and Anchorage Municipal Codes to boll] ground water trod bedrock. These waivers were grim]ed due to the system's expected perfomttu]ce widdn lhe site conditions on Ihis property, ll'lhe test results do not support Il]ese waivers, modification or replacement of this syslem may be required. If. llffs syslen] fails Itt meel II]e requirements set fur it to become a slmt¢lard, code approved waslewaler disposal syslem, it may have k) be removed and replaced by eilher a holding ]trak or (it' possible) od]er wastewater dispos;d system that meels Municipidity of Anchorage requirenmnts. The cost of any conversions required to meet code requiren]enls will be the reslx)nsibility of thc htmleOWl)er al the time of conversion. I (we) cedify Ihat I (we) have read lite above statements trod mn (are) aware of the risks outlined. 1 (we) also certify that I (we) tun (are) in die process of purchasing (property legal descriptkm): (Purch~er Name) (Pumhaser Name) (~urchaser Signature) (Purchaser Signature) Notarize Here Subscri~e~d and sw?rn to before me this 7 day of ~~ in the year PROPERTY OWNER AGREEMENT FOR THE MAINTENANCE OF AN ON-SITE WASTEWATER DISPOSAL SYSTEM This agreement, dated ~9 ~g ~ s 7' 7 199_~, is made between the Municipality of Anchorage Department of Health and Human Services (DHHS) and the property owner(s) of: This agreement is made for the purpose of maintaining an on-site wastewater disposal system on the subject property. The property owners agree to the following: Allow the Municipality of Anchorage the perpetual right of entry to the property during normal working hours, to allow fox' effluent sampling or evaluating the general state of repair or function of the system. Submit to the Municipality of Anchorage, on au annual basis, an inspection and operation statement from a registered professional engineer. This iuspection and operation statement shall verify that the engineer has inspected all effluent and air pumps, timers, and alarms, and that any deficiencies have been repaired an~l that the system is functioning as designed. (Signature) (Signature) (Printed Name) (Printed Name) Subscribed and sworn to b~ore me this r/ day ¢~7 in the year ~o~r~4~ _ My Commission expires 2/22/2000