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HomeMy WebLinkAboutGLACIER VIEW HEIGHTS BLK B LT 2 :L--"*' .~ Municipality of Anchor,~ge 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: '-~(/~'~}~g'~ PIDNumber: ~0- ~1--0~ Name: ~ /~LS~V: ~t6 ~~ Wastewater System: C New ~'Upgrad.e Address: ~~ ~H~(~ ~ ABSORPTION, FIELD ~Phone: ~;.ofB~rooms: ~ Deep Trench ~hallowTrench ~Bed O Mound ~Other from or[ inal grade: LEGAL DESCRIPTION so,~.~,.~: E.O ~o/sq.~,. To~Oep~, Block: Subdivmion: Deplh to pipe bo~om'from original grade: Gravel depth beneath pipe Township: Range: Section: / Fill added ebon:, original grad~:~ Ft. Gravel length: ~ St. WELL: D New ~ Upgrade Gravel width: ~ Ft. Number ofj lines: 0istance.,be~een.. lineS:Ft. Classification (Private, A,B,C): Total Depth: Cased To: Total absorption are~ ~ Pipe material: Driller: Date Drilled: StaticWater Level: Installer: Date installed: Yield: GPM ~ Pump Set at: Ft. CasingHeightAboveGround:Ft. TANK SEPARATION DISTANCES ~ s~ptic ~ Holding ~ S,T.~.P. TO Septic ~ Absorption Lift Holding Public/PrNate Manufacturer: / Capaci~ in gallons; From Tank Field StetSon Tank Sewer Lines ~ /O C~ C ~ Material: ~ s Number of Com~ments: s~ace ~ + LIFT STATION Water ~ ~ Jb~ '~ Size in gallons: M~nufacturer: Lot "Pump on" lev,> at: "Pump ofF' level at: High water alarm'at: Pump ~e & M~, ~1 Eiectribal Inspections pedor~ed by: Remarks: BENCH MARK ~- Well BEN SPURKLANB CE~2225 £5 O. 5O 75 SCALE; = SO FT. 100 12S 1SO BENCH WARN CONCRETE SLAB ' ASSUtSED ELEV.., lO0. OI TOBBEN SPURKLAND P.E. 205 W 15TH. A VENUE ANCH. AK. 99501 (907) 279-39~6 II G~CIER VIEtr HEIGHTS LOT 2 BLOCK B 22750 MYRTLE DRIVE E.R. R/CHARD HULSEY SEPTIC SYSTEM AS BUILT DATE." SEPT. 13, 1997 SHEET: 2/5 GRID: SW59 PERMIT # SW970286 Pin # 050-491-09 OVHOBO22.fltv'O __t 10 AIRCO~P£ESSOR SAND BACKFILL 97.35~~ + +. + + BIOCYCLE 6000 4-INCH INSULATION ,I M~C) 1-I/2 PVC ~'/iTH 1/8" HOLES AT .,TO" 5 X $9 DRAINFIELD 2 FT TOTAL DEPTH 1.0 FT EFFECTIVE ROCK J +/+~. 90± $ FT COVER AIR LINES i i-----ii i_=lll~ll i----i i1_--i i i=,,, .... -IIl--Ill--IIl--IIl--IIl--l]l--IIl--III-III ~, ,, ill [<'1 -4' O O O O 0~0 w ~ 0 0 0 0 0 O 0 0 0 0 ~, ~ 0~0~0~0~0~0~0~ 0~0~0~0~0~ ..... NO SCALE ~ 9L4 LEGEND: 2. 3. 4. 5. PR/WARY TREATWENF, SEPTIC TANK AERATION TANK CLARIFICATION TANK DISCHARGE TANK SOIL ABSORPTION REVISED: AUG. 27, 1997 BENCH WARK: CONCRETE Sl ASSUWED ELEK 100.00 FT TOBBEN SPURKLAND P.E. 203 W15ih Ave Anchoroqe Ak 99501 27,9-,~ J JGLACIER VIEN~ HEIGHTS LOT 2, BLOCK B B/OCYCLE WASTE WATER SYSTEM R/CHARD HULSEY J WASTE~/ATER SYSTEW SCHEMATIC DATE: SEP~ 15, 1997 SHEE~: $//.~ GRID: S~59 PERMIT # SW970286 PID ii 050-491-09 GVHOEO£3.D~/G PAGE 1 OF MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND HUMAN SERVICES P.O. BOX 196650, 825 "L" STREET, ROOM 502 ANCHORAGE, ALASKA 99519-6650 ON-SITE WASTEWATER DISPOSAL SYSTEM (UPGRADE) PERMIT PERMIT NUMBER:SW970286 DESIGN ENGINEER:TOBBEN SPURKLAND, P.E. OWNER NAME:HALSEY RICHARD D & KAY OWNER ADDRESS:22750 MYRTILE DRIVE EAGLE RIVER, AK 99577 PARCEL ID:05049109 DATE ISSUED: 8/29/97 EXPIRATION DATE: 8/29/98 LEGAL DESCRIPTION: L ¢IER VIEW EIG TS BLK BLT LOT SIZE: 20729 (SQ. FT.) NUMBER OF BEDROOMS: 3 THIS PERMIT: THIS PERMIT IS FOR THE CONSTRUCTION OF: DISPOSAL FIELD /SEPTIC TANK SYSTEM ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH: 1. THE ATTACHED APPROVED DESIGN. 2. ALL REQUIREMENTS SPECIFIED IN ANCHORAGE MUNICIPAL CODE CHAPTERS 15.55 AND 15.65 AND THE STATE OF ALASKA WASTEWATER DISPOSAL REGULATIONS (18AAC72) AND DRINKING WATER REGULATIONS (18AAC80). 3. THE ENGINEER MUST NOTIFY DHHS AT LEAST 2 HOURS PRIOR TO EACH INSPECTION. PROVIDE NOTIFICATION BY CALLING 343-4744 ( 24 HOURS ) (NOT REQUIRED FOR WELL ONLY PERMIT) 4. FROM OCTOBER 15 TO APRIL 15 A SUBSURFACE SOIL ABSORPTION SYSTEM UNDER CONSTRUCTION DURING FREEZING WEATHER MUST BE EITHER: A. OPENED AND CLOSED ON THE SAME DAY B. COVERED, SEALED AND HEATED TO PREVENT FREEZING 5. THE FOLLOWING SPECIAL PROVISIONS. SPECIAL PROVISIONS RECEIVED BY: ISSUED BY: DATE: DATE: 203 W 15th. Avenue, Suite 203 ANCHORAGE, ALASKA 99501 (907) 279-3916 Fax (907)-276-6013 SEPTIC SYSTEM DESIGN GLACIER VIEW HEIGHTS~ TRACT B~ LOT 2 RICHARD HULSEY 22750 MYRTLE DRIVE, E.R. MUNIC, IPALI?y OF ANCHORAGi~ ENVIRONMF. NTAL SERVICE.S D~VI$ION RECEIVED Municipality of Anchorage Department of Health and Social Services 820 1 Street Anchorage, Alaska 99501 August 6, 1997 We are submitting an application for thc installation of a septic system upgrade for this lot. The submittal consists . of three (3) drawings showing the present improvements on the lot and the adjoining properties, (sheet 1/3), the proposed improvements of the lot, of which only the septic system is subject to this permit application, (sheet 2/3), and a schematic of the septic system, (sheet 3/3). Soil logs and percolation tests of applicable testholes are also enclosed. Due to the location of the well, a very limited area are available. A BioCycle system is therefore the system of choice. Groundwater was observed at 7.5 feet below ground. There is also a developed surface drainage along the east lot line. The proposed drainfield may be located close to the existing log crib. However, the log crib will be at several feet below the bottom of the drain field, thereby eliminating any adverse effects of the soil around the crib. Soil Rating <5 min/in = 2.4 gal per sq.ft/day with BioCycle No. of Bedrooms 3 Required Area per Bedroom: 150/2.4 = 62.5 sq.ft. Total area required: 62.5 x 3 = 187.5 sq.ft. Use 5-wide Total Length 187.5/5 = 37.5 ft. Use 18 inches of rock Reduction Factor..78 Required Length: 37.5 x .78 = 29.25 ft Bottom Rock At 2.5 feet Top Rock At 1 foot Rock Depth 18 inches total Cover 3 ft. 1.5 foot of additional fill material. The installation of this septic system will not prevent wells from being installed on the adjacent lots. The proposed septic system will not change the general slope of the area. Ponding and/or concentration of surface runoff will not result from this installation. Municipality o! Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICi.~$ 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST' PERFO.MED FO.: I-tuLs~% " (ENGINEER'S SEAL) ..... ' .~;' LEGAL DESCRIPTION: ~lo..¢; ~.¢'. ~V/I'"CC4J-' ~"'~-~..~ j ~.-.kT0wnship, Range, Section: SLOPE q.'~-/~,~)',.~'./.c- SITE PLAN Tenet B., Lo T l t 7_ 1 2 3 4 5 = 6 7 8-- 9 10 WASGROUND WATER ENCOUNTERED? 11 IF 'YES, AT WHAT 12 DEPTH? 13 14 15 16 17 18 / Monitoring? /, '~ gale: Date Gross Net --~,,,, o., Net Time Time ~ Drop 2O PERCOLATION RATE <~ ~'~ (minutes/inch} PERC HOLE DIAMETER ' TESTRUNBETWEEN ~- FTAtiD ~YZ.. FT DISCLAIHFR: Groundwater conditions indicated are for the'dates shown only. Past and future presence and/or depth of groundwater can not be predicted from these obsessions. PERFORMED BY: CERTIFY~.T. T~S. TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNiCiPAL GU,DELiNES iN EFFECT ON THiS DAT~. DATE: 72-008 (Rev. 4/85) 5'-2" kiln 6'-0" kiAX~ r~ AI£COMPRESSOR AIR LINES BIOCYCLE 6000 4-INCH INSULAtiON 1-1/4 PVC !,'/ITH I/8" HOLES AT $0" 5 X $0 DRAINFIELD 2 FT TOTAL DEPTH 1.5 FT EFFECTIVE ROCK n $ FT COVER + II_=lll_=ll_--IIl~ _-- =_ _ 00000~ 00000~ 000 0 0 0 0 0 0 0 ~ ~ 000000 000~ 0~0~0~0~0~0~0~ 0~0~0~0~0 SILT BA£NIE£ ND SCALE LEGEND: 1. PR/WARY [REATtdENT, SEPTIC TANK 2. AERATION TANK $. CLARIFICATION TANK 4. DISCHARGE TANK 5. SOIL ABSORPTION TOBBEN SPURKLAND P.E. 20J W15'th Ave Anchoroc~e Ak 99,501 27,9-J9~ GLACIER VIE~F HEIGHTS LOT 2, BLOCK B BIOCYCLE WASTE WATER SYSTEM £1CHARD HULSEY V/ASTEWATER SYSTEki SCHEMATIC DATE: AUG. 6, 1997 SHEET: 5/$ GRID: SW59 PEP, MIT # P[D # 050-491-09 GVHO£O£3. DI,/G CONCRETE ST ABANDON ~ / INSTALL DRAINFIEL~ $0 FT LONG 2 FT DEEP 1B-IN ROCK 3 FT COV o o o LD6 + ~Yell / 49±Y~ BEN CE-2225 0 25 SCALE; = 50 Fl, 125 150 Well TOBBEN SPURKLAND P.E. 205 W 15TH. AVENUE ANCH. AK. 99501 (907) 279-5916 II GLACIER VIEt~ HEIGHTS LOT 2 BLOCK B 22750 MYRTLE DRIVE E.g. RICHARD HULSEY SEPTIC SYSTEM DESIGN DATE: JUL Y 30, 1~7 SHEET: 2/5 GRID: SW59 PERMIT # PIt # 050-491-09 6VHOBO£2. D~/G VACANT / i~? 49t¼ / / ~EN SPURKLAND ;~ ~. NO, CE-2223 Nell 50 0 50 100 150 200 £50 300 ,?Cf)l F' I''= 1(1(f TO£flEN SPURK£AND P.E. II aLACICR riZr HZIa~TS LOT 2 BLOCE 20~ ~ iSTH. AVENUE ANCH. AK. ~01 22750 ~YRTLE DRIVE E.R, (907) 279-5916 R/CHARD HULSEY J J SEPTIC SYSTEM DES/ON DALE: AUG. 6, 1997 SHEET: I/5 GRID: SW59 PERMIT # PID # 050-491-09 GVHO~?O~i,D~/G 203 W 15th. Avenue, Suite 203 ANCHORAGE, ALASKA 99501 (907) 279-3916 Fax (907)-276-6013 SEPTIC SYSTEM DESIGN GLACIER VIEW HEIGHTS, TRACT B, LOT 2 RICHARD HULSEY 22750 MYRTLE DRIVE, E.R. Municipality of Anchorage Department of Health and Social Services 820 1 Street Anchorage, Alaska 99501 August 6, 1997 Revised August 27, 1997 We are submitting an application for the installation ora septic system upgrade for this lot. The submittal consists of three (3) drawings showing the present improvements on the lot and the adjoining properties, (sheet 1/3), the proposed improvements of the lot, of which only the septic system is subject to this permit application, (sheet 2/3), and a schematic of the septic system, (sheet 3/3). Soil logs and percolation tests of applicable testholes are also enclosed. On your request a second testhole(percolation only) was dug at the west end of the proposed drainfield. This test, performed on August 25, 1997, at a depth of 2 feet, indicated a percolation rate of 6.6 minutes per inch. Because of the discrepancies in percolation rates between the two tests an average of the two has been used to determine the required absorption area. Due to the location of the well, a very limited area are available. A BioCycle system is therefore the system of choice. Groundwater was observed at 7.5 feet below ground. There is also a developed surface drainage along the east lot line. The proposed drainfield may be located close to the existing log crib. However, the log crib will be at several feet below the bottom of the drain field, thereby eliminating-* any adverse effects of the soil around the crib. Soil Rating Testhole #1 <5 min/in = 2.4 gal per sq.ft/day with BioCycle Testhole #2 6.6 mirdin = 1.6 gal Use Average: 2 gal. No. of Bedrooms 3 Required Area per Bedroom: 150/2. = 75 sq.ft. Total area required: 75 x 3 = 225 sq.ft. Use 5-wide Total Length 225/5 = 45 ft. Use 12 inches of rock Reduction Factor..87 Required Length: 45 x .87 =,~9.15 fi Bottom Rock At 2 feet Top Rock At 1 foot Rock Depth 12 inches total Cover 3 ft. 2 feet of additional fill material. The installation of this septic system will not prevent wells from being installed on the adjacent lots. The proposed septic system will not change the general slope of the area. Ponding and/or concentration of surface runoff will not result from this installation. PERFORMED FOR: · E A, DESCR,PT,ON: ,', 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 ,~.- 4 ' (EN-GINEE~_R'S SEA"~) "-~, . Municipality of Anchorage SOILS LOG -- PERCOLATION TEST WAS GROUND WATERI~1~ ENCOUNTERED? Township, Range, Section: SLOPE SITE PLAN S L IF YES, AT WHAT O DEPTH? p E Oepth to Waler Aller Monitoring? Dale: __ Reading Date Gross Net Depth to Net Time Time Water Drop ~-~/~ ~/~,-le-, I; In__ - qY~ PERCOLATION RATE D[SCLA[HFR: C~ound~amt, er £ond~l:~Dns ~nd~cat~d a~ ¢o~ the dates ~hown on~. Past and future p~esence and/or depth of groundwate~ can not be predicted "trom these obs~t]ons. PERFORMED BY: - -' I i. ~ CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS OAT[.. DATE: 72-008 (Rev. 4/85) CDNCRETE Si ABANDON / ,NS[ALL DRAINFIEL~ 59.2 FI LONG 2 F[ DEEP 12-IN ROCK $ F? o o LDG Well XPURKLANI] CE-222~ SCALE, -- ,50 FL Well REVISED: AUG. 27, 1997 BENCH RARK: BOTTOR SIDIN6 ASSU~dED ElEK lOO. O0 TOBBEN SPURKLAND P.E. 205 W 15TH. AVENUE ARCH. AK. 99501 (907) 279-$916 II GLACIER VIEW HEIGHTS LOT 2 BLOCK B 22750 MYRTLE DRIVE E.R. RICHARD HULSEY SEPT/£ SYSTEM DESIGN DATE: JULY 34 1977 SHEET: 2/5 GRID: SW59 -PERMIT # PID # 050-491-09 5VHOBO22.flb/G 4-INCH INSULATION ~-I/4 Pvc WITH MB" HOLES AT $0" 5 X $9 DRAINFIELD 2 FT TOTAL DEPTH 1.0 FT EFFECTIVE ROCK -- $ FT COVER SAND BACKFILL oO 0 0 0 0 0 0 0 0 0 0 0© 0~0~0~0~0~0~0~1~ ~0~0~0~0~0~ + ~ . ND SC~LE B/OCYCLE LEGEND: 1. PR/WARY TREATIdENT, SEPtiC TANK 2. AERAtiON TANK $. CLARIFICATION TANK 4. DISCHARGE TANK 5. SOIL ABSORPTION REVISED: AUG. 27, 1997 BENCH ~fARK: BOT. SIDING ASSUMED ELEK IO0. O0 Fl TOBBEN SPURKLAND P.E. 205 Y/15th Ave Anchoroqe Ak 99501 279-J976 GLACIER VIE~F HEIGHTS LOT 2, BLOCK B BIOCYCLE WASTE WATER SYSTEM R/CHARD HULSEY WASTElYATER SYSTEM SCHEMATIC DATE: AUG. 6, 1997 SHEET: 3/5 GRID: 2W59 PERMIf # Piti # 050-491-09 6VHOBO23. D~/G