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HomeMy WebLinkAboutCAR-LYNN #1 BLK 2 LT 1 ~ MUNICIPALITY OF ANCHORAGE .. ~ D,' RTMENT OF HEALTH AND HUMAN SEF"~.ES Environmental Health Division -- 825 %" Street. Anchorage, Alaska 99502, Telephone 264-4720 ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Name ~j)/~ V'E' bi 2::2. ut"r-~ DISTANCES ^~o,,~.., ABSORPTION TANK FIELD WELL ~ SEPTIC B HOLDING I TYPE OF SYSTEM ~ ¢ % ' WELLS ~ PRIVATE ~ OTHER {Identify} REMARKS: ~ ( Municipal and ~ale ouidehn~ in elle~ on mis dale: ~' ~--~ ~ ' 72-013 (3/85) MIJ~IIC/;~ALITY OF A NC~t~ORAGE DEPARTMEN. 3F HEALTH AND ENVIRONMENT~ ~PROTECTION 825 L STREET~ ANCHORAGE, AK 99501 264-4720 ON--SITE SEWER PERMIT PERMIT NO: DATE ISSUED: APPLICANT: ADDRESS: CONTACT PHONE: LEGAL DESCRIP: LOT SIZE: 860215 UPGRADE 07/05/86 DAVE PIZZUTO' C/O ALASKA ENIVIRON. CONTROL ANCHORAGE, AK 99505 561-5040 SECTION: 15 TOWNSHIP: 12N RANGE: 5W 52000 (SQ.FT. OR ACRES) I certify that: 1. I am familiar with the requirements for on-site sewers and wells as set forth by the Municipality of Anchorage (MOA) and the State of Alaska· I will install the system in accordance with all MOA codes and pegulations, and in compliance with the design criteria of this permit. I will adhere to all MOA and State of Alaska requirements fop the set back distances from any existing well, wastewatep disposal system or public sewerage system on this or any adjacent or nearby lot. IF A LIFT STATION IS INSTALLED THEN (1) AN ELECTRICAL PERMIT AND INSPECTION MUST BE OBTAINED; (2) WILL NOT BE APPROVED WITttOUT AN ELECTRICAL INSPECTION REPORT; -AND ELECTRICAL WORK ~1U~T ~E I~O~E BY A LICENSED ELECTRICIAN. I. I /I /I ~11 I SIGNED ___ l~_~_~ ............... DATE. APPLICANT: DAVE PIZZUTO IN AN AREA COVERED'BY MOA BUILDING CODES, AS-BUILTS (5) THE Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST DATE PERFORMED: {ENGIN~'~~"~ LEGAL DESCRIPTION:L~)'7"'/ ~Z.~ ~- 1 >/'"' 6 7 8 9 10 11. 12- 13- 14- 15- 16- 17- 18- 19- 20- L~ oZ. ~///4 Township, Range. Section: SLOPE SITE PLAN WAS GROUND WATER ENCOUNTERED? Reading Date G~oss Net Depth to Net Time Time Water Drop PERCOLATION RATE (minutes/tach) PERC HOLE DIAMETER TEST RUN BETWEEN FT AND FT ACCORDANCE WITH ALL STA~E AND MUNICIPAL GUIDELINES IN EFFEC~ ON THiS DA~E. DATE: s IF YES. AT WHAT · L DEPTH? E Depth to Water Alter iiUIRORm I TAL COIUI OL ~n~in~rincI & [~nuironm~nlol Sludie~ Municipality of Anchorage Department of Health & Human Services 825 L. Street Anchorage. Alaska 9950! Attn: Steve Morris Re: Car-Lynn Block 2. Lot ! June 30, 1986 Dear Steve: Attached is a copy of the sieve analysis we did for the above referenced lot. Previously I had visually rated the soil as GP-125 sq. ft./bdrm. From the sieve analysis, we see that this soil is actually an SP rated at 150 sq. ft./bdrm. Sieve results show that the sand content meets the requirements of the new ordinance for filtering material. We request that the soil rating be changed from 125 sq. ft./bdrm to 150 sq. ft./bdrm which would allow the installation of a 5 ft. wide drainfleld as previously recommended. New calculated dimensions- 5' width 6' depth 3.5' gravel depth 49' length Due to the small area available for this system, we request that you grant a waiver for the distance from the absorption area to the lot line to be 2 ft. This would allow more room for the extra length needed with the change In soil rating. There are no other sewer systems within 100 feet of this upgrade area. The portion that would be 2 feet from the lot line would be at the west lot line which borders the Alaska Zoo Bear Cage. If you have any questions, please call. Sincerely, Alan Wlen Engineering Technician 33rd Auenue. Suil¢ ~ * AncNora~l¢. Alasta 99503e(907) 561-5040 ALASKA ~UIROI1FI1EI1TAL £OFITROL Legal Description Sample Depth D 10% D ]0% D 6~.:' Comments TEST HOLE NO. / Date /~'~ Reported to Plotted Checked by .aCproved by SIEVE ANAL¥ S~S SIZE OF OP~NING IN INCHES I NUMBER 0¢ MESH PER INCH US. STANDARD I I I ~ ~ III %, mm I ~,,,,.,.~. ~ ,,,, ,,,,,,,, ~,,o~ o oo ~ o om ~ m ~ -m ~. ~ ~ COBB~S I COA'SE I FINE ICOARSEI 'ED'UM ' GRAVEL SAND FINE UNIFIED S~STEM ASTM D-2487 JULY I 1986 CAR-LYNN BLOCK 2 LOT 1 SAIqPLE IDENTITY PASSING 8200 SIEVE: 4.20~ PASSING # 40 SIEVE: 39.90~ PASSING # 10 SIEVE: 82.40~ PASSING $ 4 SIEVE: 100.00~ PASSING 1/2 IN SIEVE: 100.00~ PASSING 3/4 IN SIEVE: 100.00~ PASSING 1 INCH SIEVE: 100.00~ PASSING 2 INCH SIEVE: 100.00~ PASSING 3 INCH SIEVE: 100.00~ RETAINED: 35.?0~ RETAINED: 42.50~ RETAINED: 17.60~ RETAINED: 0.00~ RETAINED: 0.00~ RETAINED: 0.00~ RETAINED: 0.00~ RETAINED: 0.00~ RETAINED: 0.00~ DIO IS 0.10 N~. D30 IS 0.28 D60 IS 1.00 NH. THE LIQUID LIMIT I$ UNKNO~fN THE PLASTIC LIMIT IS UNKNOb'N THE PLASTICITY INDEX IS UNKNO~IN CU - 10.00 CC - 0.784 THE · NOISTURE OF THE SOIL I$ ~9999.00 THE SOILS ARE COARSE GRAINED SANDY SOILS THE SOILS ARE POORLY GRADED $AND'.(SP) ALASKA ENVIRONMg~ITAL CONTROL SERVICEr 'NC. 1200 West 33rd Avenue Suite B ANCHORAGE. ALASKA 99503 Phone 561.5040 SHEET NO ~ OF CHECKED I~Y DATE sc,t; I;'/0 ': CE,; 2.251 ALASKA ENVIRONM, F~TAL CONTROL SERVICE iNC. 12OO West 33rd Avenue Suite B ANCHORAGE. ALASKA 99503 Phon~ 561-5040 CHECKED BY CATE 8CALF TANK FOR LIFT SYSTEMS : A. SEPTIC TANK SHALL BE A MODIFIED ANCHORAGE TANK STEEL TANK. THE DESIGN OR ANALYSIS SHALL BE IN ACCORDANCE WITH ACCEP]ED ENGINEERING PRACTICE AND LOCAL REGULATORY'AGENCIES, THE TANKS SHALL BE DESIGNED FOR LOADING CONDITIONS AS REQUIRED DY MUNICIPAL AND STATE REGULATIONS. C, .ALI.' WELDING SHALL BE IN ACCORDANCE WITH APPLICABLE CODES AND STANDARDS. D, COATING SHALL BE TNEMEC ~6-~65 HI-BUILD TANK COATING AND APPLIED AS FOL.LOWS: - '-I;"'rSURFACE PREPARATIDN- ALL SURFACES MUS~.~E "iDRY, CLEAN, AND REASONABLY FREE CF RUST:AND MILL SCALE EXCESS RUST, MILL SCALE AND 'WELDINO SLAG SHALL BE REMOVED BY WIRE ~RUSH :~., OR D~HER MEANS AS NECESSARY, 2, '~APPLICATION SHAL~ BE'AIRLESS SPRAY TOUCH UP ..~. WITH BRUSH OR ROLLER,' ' '3," THINNING SHALL 'BE ACCOMPLISHED WITH APPROVED MATERIAL' AND 'WILL NOT EXCEED 5%. ~; SURFACE TEMPERATURE SHALL NOT BE BELOW t~OF -' OR 5 BELOW DEW POINT WHICH EVER IS~LOWER.., ' : ' .5. INTERIOR SHALL 'BE COATED TWO TIMES AND sHALL '.' BE A MINIMUM OF 20'DRY'MILLS EXTERIOR SttALL BE COATED ONE TIME AND StlALL BE A MINIMUM '~ OF 10 DRY MILLS, RISER At OUTLET RISERS SHALL BE GALVANIZED STEEL CULVERT. AND SHALL 'BE 5~ INCHES (MINIMUM), HIGH, SHALL HAVE A MINIMUM NOMIMAL DIAMETER OF 2~ INCHES. AND SHALL BE CAPABLE OF BEING EQUIPPED WITH THE FOLLOWING: A. A JUNCTION (NEMA ~X) BOX OR EQUA[.~ BONDED OR ATTACHED TO THE RISER. Be' UL LISTED ELECTRICAL CORD GRIPS INSTALLED IN THE J-BOX. · 'B. A LID - SHALL BE FURNISHED WITH THE RISER. IT :SHALL IIE CONSTRUCTED OF FIBERGLASS'i]R E~UIVA~ENT '. . - ' ' , AGGREGATE FINISH. ,. ~.. E.-~;'~-RISER INSTALLATION -~ EACH RISER .SHALL BE SEALED :.,--. ' :OR WELDED TO THE ,~OP DF THE TANK IN SUCH A" MANNER AS-TO PREVENT INFILTRATION OF GROUND WATER · · '- · ' QH'ERE' PRESENT. '" · '. 'i' ' "' "'*~D';' 'INSULATION -'2'~ RIGID EXTRUDED POLYSTYRENE ~ SHALL BE PLACED IN THE 'RISER DIRECTLY BELOW,THE 'INSULATION - .2" sPRAYED URETNANE ON CIRCUMFERENCE OF RISER. .. i EFFLUENT PUM;'IN~ ASSEMBLY ' A. EFFLUENT PUMPING ASSEMBLY SHALL BE ORENCO SYSTEMS (TM) MODEL OSI WE 1000 SERIES CONSISTING OF FOLLOWING: 1. 1/~ H.P. MYERS SSM25 115 VOLT OR EQUAL SCREENED PUMP VAULT (U,S. PATENT 5?" DEEP, ~/16" THICK HIGH-DENSITY PVC CYCLINDER HOUSES THE PUMP, LEVEL CONFROLS AND SCREEN AND SERVES AS A BAFFLE TO PREVENT THE SCREEN FROM CLOGGING, THE FIFI[EN 1-1/2" DIA. HOLES ARE DRILt.~D IN THE VAULT AT A LEVEL THAI PLACES THEM AT ABOUT THE MIDWAY POINT IN THE. DEPTH OF THE SEPTIC, FLAP CHECK: ALLOWS Trt£ VAULT TO BRAIN UHEN REMOVING FROM TANK. · B. SCREEN: 15" BIA, CYLINDER OF HIGH-DENSITY POLYETHYLENE 1/8" MESH CAST INTO FIBERGLASS BOTTOM. A..~ PLUMBING sHALL BE PVC OR OTHER NON- CORRODING MATERIAL. PUMP CONTROLS AND ALARM SYSTEM - CONTROL SHALl, BE ORENCO SYSTEMS (TM) ML-JF CONSISTING OF: AUDIBLE ALARM PANEL MOUNT WITH A MINIMUM OF 80 BB SOUND PRESSURE AT 2~-INCHES, OPERATING TEMPERATURE -~OA~ TO 65AC, CONTINOUS SOUND, Anchorage Tank & ©ldlng, .__.__._.________ ..____~_. ~ ~ ~.~- 2700 ~r~plne Dr. 2. OIL-TIGHT VISUAL ALARM WITH PUSH-TO-SILENCE FEATURE. AUTOMATIC AUBIO-AL. ARM RESET, 15 AMP MOTOR RATED TOGGLE SWITCH, SINGLE POLE, DOUBLE-THROW WITH THREE POSITIONS; MANUAL (MAN), AUTOMATIC (AUTO), AND CENTER (OFF) (H.O.A.). NEMA I~X-RAT[~[I, FIBERGLASS, OR EQUAL, ENCL. O~.:URE WITH HINGED COVER. LEVEL CONTROL FLOATS SHALL BE ORENCI:I SYSTEMS (TM) MF2 CONSIS]ING OF 2 MERCURY FLOATS ON ADJUSTABLE PVC STEM WHICH ATTACHES TO VAULT, ONE FLOAT SIGNALS ALARM; THE OTHER S~ITCHES PUMP ON-OFF. INSTALLATION. AI.L PUMPING SYSTEMS SHALL BE INSTALLED'IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND STANDARDS. 1/4' PVC che~k v~lve AdJuStabLe F'loa'l: Sertch Assembly Seot ~lth RAH-NEK or Equ=t rubber- gro~ne~ or' welded s~eet ] 1/4' p~pe 1/4' dla dr'0.1n back hole I 3/8' holes: 6' DC 1/8' ~esh potyethyiene screen 15' d~= x 39' high ;et-oJnmg ongtes: 1/3 hp eFFl.uen't pu~p, voa~o~s rm. nuF=c'l:ures EO00 LZF'T $TA'I'/{~ ]~ATA ! 4 · Go, U, ons= per ~ TYPICAL PUMP I=~,qFDRJ4ANCE* CURVE* IP.5~ 12 G, NJGElEI 1/P' 81' 40 //~' (3 ~}E3)ROOH) ~00 ~ ~r145 ~97' 48 ~ (4 ~ ~ 10 ~U~:194' ~9 3~ ~ 5/8' (5 L 6 ~E~ NOTE SIZE CHART - LIFT :STATION TANKS HU~T ~£ ~ G~L/.ON~ LARGER THAN STANI)ARI) TN'~S FOR SAME: APPLICae, T?.~,N ANCHORAGE AREA BOR ,!GH Department of Environment Quality :3500 Tudor Road Anchorage, Alaska 99567 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM NAME (//."'/ /,4/ ,~,,~7'v'/-~--,~. MAILING ADDRESS ~/"~"~1 ~~w~''-7,'~ PHONE -.~.77-'~7~? LOCATION SEPTIC TANK: DISTANCE FROM WELL INSIDE LENGTH MANUFACTURER INSIDE WIDTH NUMBER OF MATERIAL L//'~ ~'o/~-("'7 COMPARTMENTS LIQUID DEPTH. LIQUID CAPACITY/&'-g~GALLONS. TILE DRAIN FIELD: DISTANCE FROM WELL ~,~. FOUNDATION ~ ~ l/ NUMBER OF LINES ~ DISTANCE BETWEEN LINES '2 (~ I '~ TRENCH WIDTH ~' IN. ABSORPTION AREA ~r/I 'Z3 / SQ. FT. LENGTH OF EACH LINE i01; t iDEPTH OF FILTER DEPTH: TOP OF TILE TO FINISH GRADE ~ --.5" MATERIAL BENEATH TILE .NEAREST LOT LINE ~' /~ TOTALoF LINEsLENGTH'~ TOTAL EFFECTIVE IN. ABOVE TILE ~ IN TYPE /~ BUILDING NEAREST NEAREST SEPTIC SEEPAGE FOUNDATION~ LOT LINE CESSPOOL OTHER SOURCES APPROVED DISAPPROVED · REMARKS DISTANCES: INSTALLED BY: ,E'x"t~,'I, SEWER LINE DEPTH: PIPE MATERIAL.' LOT SLOPE: REMAR~= DIAGRAM OF SYSTEM DATE //°//'?~ APPROVED G.A.A.B. Form PW-027 GrEATeR ANCHORAGE AReA BOROUGH ~_~ '''0"C"BT.EETTELEPHONE ANC.O.AGE, ALAS.A,,,0, '..-"S, SEWAGE DISPOSAL SYSTEM m APPLICATION AND PERMIT NAME DF APPLICANT ~ ~'/ ~---"/"~/ */~'~"~/'~g~' MAILING ADDRESS "~/"~"~/ INSTAL~TION LOCA?ION .//2 ~ ~ LEGAL D[SCRI~ION ~ /~ ~ ~, ~'~/~ /~' PHONE FINAL INSPECTION: 24 HOUR NOTICE REQUIRED. BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION BY THE DEPARTMENT OF ENVIRONMENTAL QUALITY AUTHORITY WILL BE SUBJECT TO PROSECUTION. MINIMUM DISTANCES, REQUIREMEN"r~ SEEPAGE PIT ~&~)t DRAIN FIELD ' " DRAIN FIELD ALSO CONSIDER AREA WELLS. SEEPAGE PIT ,/'~' · / DIAGRAM OF SYS~M Performed For Lepal This Oolin B~ber Date Performed Qescrintton: Lot 1 Block 2 Korm Renorts Soils LoQ YES 10/30/74 Subdivision Carr-L2mn iSubd~v$8iOn Percolation Test Oeoth Feet 1 2~ 3m 4~ 6m 7~. 9~ 10~ Soil Over burden Characteristics Well Graded Sandy Gravel J~/Was' Bottom of test hole Ground Water Encountered/ If Ve~, At what Depth/ I 'I '1 I i i I Readinq Date Gross Time Net Time Depth to H20 Net Dron i i i ~ .. i Percolation Rate Minute Pronosed Inst~'llation: Seenase Pit Yes · Drain Field Deoth of Inlet Depth To 8ottom Of Pit O~ lrenc~ CA~£NTS: No ground water or bedrock encountered · 88 sqare ~ee~ drainageTbedroom ~.~lPP~ ~_ Data Certified B~:~ons~ructlcu ~'=~ L~ LO'T I ~L.OCK F_ LOT9 SURVEY CERTIFICATION LEGEND: ~) Broil Cop Monument Lot ~, Block ~ Ar~ ~ Sq. Ft. · I,ofl Pip* · Steel Pin ~..;.~,~'-~_y-,-,-,-,' ~-~:~,~/ir-/~..~'~/C,,,, ~ ~O. ] · S,,.~ Hub e Plat File No.~Zoning District Anchorage Recording District. Alaska I REVISIONS I DATE I BY I '~ /~=~-~ MUNICIPALITY OF ANCHORAGE ' ~/e~*~'"~.~, \ DEPARTME~"~ OF HEALTH AND ENVIRONMEN~ PROTECTION ~ .~'~ ~ ~' ' Date Received: .May 11, 1977 Time ~~__' ~2: Time Date .~-~7 ~. Date Insp ~~ Insp #3: Time Date Insp REQUEST FOR APPROVAL l DIWDUAL S WER D FaCIL T S Lending Institution Request: Alaska Bank of Commerce Mailing Address: Pouch 7-012 99510 Phone: ~79-5641/338 2. Property Owner: Alaska Bank of Commerce Phone: 279-5641 Mailing Address: Pouch 7-012 99510 3. Legal Description: Lot 1 Block 2 Carl~nn Subdivision 4: Single Family Residence: (x) Number of Bedrooms: Multiple Family Residence: ( ) Number of Bedrooms: 3 Well System: Permit ~ Construction Individual Well Depth of ~ell Sewage Disposal System: Permit ~ Septic Tank Size Absorption Area On-site System ( Installed ( ) Community/Public System ( ) Well Log on File Bacterial Analysis ) Public Utility ( Installer Manufacturer Soils Rate Material ( ) ® Distances: Well to Septic Tank to Sewer Line Nearest Lot line to Nearest Lot Line to Absorption Area Absorption Area MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION 2510 East Tudor Road, Anchorage, Alaska 99504 276-2221 REQUEST FOR APPROVAL OF INDIVIDUAL SEWER and WATER FACILITIES Type of Inspection: CMRO VA FHA CON~ xx Property Owner: Alaska Bank of Commerce Mailing Address: Pouch 70t2 AnchoraMe, 99510 Ak. Day Pho,e: 279-5641 ext 338 NameofBuyer:Pizzuto, David A. & Sylvia S. 279-4541 (hers) Mailing Address:, SPA 411 6 Anchorage, Ak. 9950~ay Phone: 276-B24~5 (his) Name of Lending Institution: A3 n~kR Ran]< of Commc~'C~ Pouch 7012 Mailing Address: ~hn~nge: Al~.~kn ~q510 Phone: 5. Name of Realtor or Agent: 27 -5641 Mailing Address: . Phone: Legal Description: T,o± '1.. Block 2: C:~rl_vnn Subdivision Location: 'lXTH%T 'W~.~-h '~O&~h Avenue Anchorage: Alask~ 99502 7. Type of Facility to be Inspected: SFD 8. Water Supply 500 gallon water tank Type of Supply: Public Utility No. Bdrms. 5 (private) Individual "-4 If Individual, number of dwellings presently served If Individual, depth of well Sewage Disposal System Type of System:Septic Public Utility If Individual, date of installation Individual (on-site) ----4 ~,,~cl~Aur~ c,~ ^;:~o~,~ D~PT. O,~ II '/.LT.I ~, {'.{,\¥ 1 1 1977 RECEI.V. ED 72-003(3/76) Department of Health and Environmental Protection Request for Approval of Individual Sewer and Water Facilities Legal Description: Lot 1 Bloc~ 2 Carlynn Subdivision Comments Affadavit Attached: Letter Attached: ( ) Approved: Department Worksheet: Date: Date: