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HomeMy WebLinkAboutHARNESS LT 1 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 Name: ~ ~ O ~ ~ ~ t C HA ~ b Wastewater System: ~New D Upgrade Address: It~O H~N~ ~ ABSORPTION FIELD )hone: . J No. of Bedroo : ~Deep Trench ~ Shallow Trench ~ Bed ~ Mound g Other LEGAL DESCRIPTION ecg Rating: Total Depth from original grade: Lot: Block: Subdiv~ion: Depth to pipe bottom from original grade: Gravel depth beneath pipe Township: I Range: I Section: Fill added above original grade: Gravel length: WELL: ~ew D Upgrade Gravel width: ~ Ft. Number of~lines: D~stance,~be~een lin~:Ft. Classification (P~te, A,B,C): Total~Depth: Ft. Cased~ To:~ Ft. Total absorption area:j~ SQ. Ft. Pipe~j~material:~ Date Drilled: Static Water Leve]: Installer: ~ ~ Dateinstalle~: Pump Set at~ I Casing Height Above Ground', SEPARATION DISTANCES ~epti. ~ Holding D S;T.E.P. To Septic Absorption Lift Holding Public/Private ~anufacturer: Capacity in gallons: From Tank Field Station Tank Sewer Lines ~'~ Waif ~q~ l~ ~ ~ Materia,: ~ NumberofCo~dments: SudaCewater ~ 0 ~ ~ LIFT STATION Lot Size in gallons: ~ Manufacturer: Line 3 ~ ~ ~ Foundation~A'L~ ~ ~ "Pump on" leve' at: I"Pump°¢"evel~t: IH'gh water alarm at: 3ump Make & Model ~ Electrical Inspections pedormed by: Remarks: BENCH MARK Assumed Elevation: ~.~ Inspections performed by: Dates: 1st '~/e~ ~.~ ........ Department of Heath a~d Uuman Se~ices r ~ 72-013 (Rev. 9/91) MOA 25 SWINGTIES: Primary Sys~jm AC 70.5 FT. BC f50.5 CO AD f56 CO BD 71 AE 158 TANK BE 79 TRENCH: 84 ' LONG lO' TOTAL DEPTH 6' EFFECTIVE ROCK 1500 GAL 25 50 75 100 SCALE; i" = 50 FT, BENCH B Replocemen~ Red PRINARY TRENCHES Well / / S-bedroom / / / / /100.00 // 100,5 ~BEN SPURKLAND No, CE-2225 / / / REVISED:' JULY 15, 1996 REVISED: AUG. 19, 1995 TOBBEN SPURKLAND P.E. Il 20,5 w 15TH. AVENUE II ANCH. AK. 99,501 (907~ 279-3916 RICHARD IdOOR£ 11550 HAWKINS LANE SEPTIC SYSTEM AS BUILT DATE: AUG. 29, 1996 SHEET: 2/5 GRID: 2655 Monitor Cleon Dut Stondord french o © ?oundot/on £1eon out 2' M/de 84' Lon9 10' Deep 6' Sewer rook ND SCALE t... ..... ~ '...~...-;~ SILT BARRIER ~x IE 88.2~ /E 88.2~ 82.2~ ~ 82.2~ 1500 gal septic $onk ND SCALE 76 REVISED: JULY ~5, 1996 BENCH MA~ SW PROP. CON. TI]]BBEN SPURKLAND P.E, II II 203 Wl5tsh Ave ~,nchor'o. ge Ak 99501 779-2916 £ICHA/~? MflD£E 11530 HAf¢KINS LANE SEPTIC SYSTEM AS BUILT DATE~ AU6, 2~ 1975 SHEET, 3/3 GR~:2~33 From : RLPINE DRILL 907 ~45 0202 S~p. 13.1995 20:05 PM P01 STATE OF ALASKA DEPARTMENT OF NATURAL RESOURCES DIVISION OF MINING & WATER MGMT WATER WELL RECORD LOCATION OF WELL BOROUGH SUBDIVISION LOT BLOCK SECTION QTR~ SECTION TOWNeHIP RANGE MERIDIAN i-iN LOCATIONfSK~CH; WELL OWNER: //~O DEPTHS M~SURED FROM:~caslno top ~ground suHace WELL DEPTH= ~ J DATE OF COMPL~ION Depth of hole:~ft BOREHOLE DATA: Dep'h Depth of casing: ~ ft 7 /.,,,,' / M~terial Type and Color Fto~ TO ~EPTH.TO 8TATIO WATER L~EL: ~ETHOD OF bRILLIN~; ~air rotar7 ~ cable tool ~. ~ ' D other / ~ .... 7 USE OF WELL=~ domestic ~ irrigation ~ monitor WELL INTAKE OPENING TYPE: ~open end ~ screened .... ~ perforated ~ open hole Depths of openings: to ft Slot/Mesh Size: ............ Length: fl SEP 5 ~996 GRAVEL PACK TYPE: Volume used: Depth tO top: Dept. Health & Human ~ , ~s GROUT TYP[; Volume: Depth: from it to ft D~ELOPMENT M~OD; ~ ~ Duration: ..... ~~. PUMPING L~EL AND YIELD: PUMP INTA~CE DEPTH: ................ ft Horsepower: W~LLOlSI~FECTED UPON CO~PL~IO~ ~ YE~ ~ ~0 IJ k~ CONTRACTOR INFORM.~TION: · REMARKS; egis red Business Nae .... / ...... ~~_~ % ~ ~/=, ~ '~ DNRIDIVISION OF MINING & WATER MGMT ' ~'V ~u.~ u, ~uu,onzeu nespre~n[auvo Date ' 360Z c St, ~u&~ 8~0 " MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEAL TH & HUMAN SERVICES On-Site Services Transmittal Sheet TO: ~F~ The attached paperwork has been reviewed and is being returned for the following reason(s): __Discrepancy in legal description and/or owner name. __Discrepancy in number of bedrooms. __ Signature and/or stamp missing on ~ Show measured distances to sewers/wells, curtain drains and streams within 200 feet of proposed system. __ Replacement disposal site not shown and/or tested. __ Calculation error in design. __ Show locations of all soils, percolation or water table tests. __ Proposed system too deep for soil test submitted. __ Topographic information missing or inadequate. __ Narrative missing or inadequate. __ Additional soil/perc test needed. __ Sand filter requirements not satisfied. Water monitoring results missing or inadequate because Incomplete; missing. __Well log required. __Water sample unacceptable because Please supply the necessary information and re-submit your request. Your cooperation is appreciated. Reviewer ~ Date LEA VE THIS FORM ATTACHED TO PAPERWORK /203-rev. 4/93 T.SPURKLAND P.E. 203 W. 15th. AVE. SUITE 203 ANCHORAGE, ALASKA 99501 (907) 279-3916 Fax (907)-276-6013 Daniel Roth Municipality of Anchorage Department of Health and Social Services 820 1 Street Anchorage, Alaska 99501 July 16, 1996 RECEIVED Subject: SW950243 PID 016-112-43 Lotl Hamess S/D JUL 1 G 1996 Municipality ot Anchorage Dept, Health & Human Services Gentlemen; The owners of this lot has decided to reduce the size of the proposed septic system..The house they are planning to construct contains three bedrooms. Due to mistakes and rainy weather last fall the drainfield~installed are not acceptable. To get back on track the attached revision to the permit are submitted for your approval. Yours T. ~Purkl~hd P.E. ToSP AND 203 W 15th. Avenue, Suite 203 ANCHORAGE, ALASICA 9950 (907) 279-3916 Fax (907)-276-6013 SEPTIC SYSTEM DESIGN LOT 1 HARNESS S/D RICHARD MOORE revised July 15, 1996 No Ground Water or Impervious Layer to 16 ft. Use Standard Trench Soil Rating. From test 4/29/91 6/29/95 30 and 20 min. Per inch Use 0.45 gal per sq.ft/day No. of Bedrooms (5) 3 Required Area per Bedroom: 150/0.45 = 333 sq.ft.. Total area required: (5) 3 x 333 = 1000 sq. fi. Finish Floor Elevation Ground Elevation at Absorption Field Testhole Total Depth 16 Ft Less 6ft 10 Rock Depth 6 Ft 96 93 Length of Trench 1000 / 12 = 83.3 [FT.] SYSTEM CONFIGURATION STANDARD TRENCH TOTAL LENGTH 84 FT. TOTAL WIDTH 2 FT. TOTAL DEPTH I 0 FT. ROCK DEPTH 6 FT. COVER 3 FT. SEPTIC TANK 1000 GAL. 1500 gal is onsite. OK to use The installation of this septic system will not prevent wells from be installed on the adjacent lots. There are no developed or natural surface / sub surface drainage courses on this or 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. pg.1 #2 ?rimor~v PRIMARY fRENCH£S I 10~.5 #1 30 Future Replocement Bed ~bedroom / / / / / I I / /100,00 25 50 75 SCALE; 1' = 50 FL 100 125 ff~/ 49th CE 2225 15~ REVISED: JULY 15, 1996 REVISED: AUG. 19, 1995 TOBBEN SPURKLAND P.E. II 20,3 W 15TH. AVENUE II ANCH. AK. 99501 (907~ 279-3916 LOT 1 HARNESS S/D R/CHARD MOORE 11550 HAWKINS ~ANE I I SEPTIC SYSTEM DESIGN DATE: JULY 12, 1995 SHEET: 2/$ GRID: 26J$ Cleon Dui: Si:onolord Trench; M,'ro £I 140 2' Wide 84' Lon9 I0' Deep 6' Sewer rock 4' Cover 6 £t oF' Septic /~oct~ Cleon 1SO0 9o! Sepi:/c Sonk SCALE CleonoU4C~ 4" Topsoil 3' Cover Moni tom All7 SCALE Ex/si:, 6rounct 4' M/o Cover ~ lank 1508 gal sept/a i:onlr REVISED: JULY I$, 1996 3ENCH MARK, ASSUMED £LEI/, lOO, O0 TOBBEN SPURKLAND P,E, 203 W15th Ave Anchocage Ak 99501 LITF 1 HARNESS S/D RICHA£D MDDRE 11530 HAWKINS LANE SEPTIC SYSTEM DESIGN DATE, JUL Y 18, 1995 SHEET~ 3/3 ORr]): 2633 Rick Mystrom, Mayor Municipality of Anchorage Department of Health and Human Services 825 "L" Street P,O. Box 196650 Anchorage. Alaska 99519-6650 343-4744 December 19, 1995 Tobben Spurkland, P.E. 203 West 155th Avenue, Suite 203 Anchorage, Alaska 99501 Re: Permit For Lot 1 Harkness Subdivision Dear Mr. Spurkland: Jim Cross and myself visited the subject lot on November 20, 1995 and have the following comments: No further work shall take place on the two existing trench excavations until they are covered and heated to thaw them; · The sewer rock that is in the trench excavations shall be removed and discarded since it has been contaminated with considerable silt sloughing in from the ground surface and excavation sidewalls; · The excavation for the septic tank shall also be covered and heated prior to backfilling. If construction commences before the spring of 1996 then you must notify us prior to the completion of the thawing process so we may observe. If you have questions you may call me at 343-4744. Sincerely, Daniel J. Roth Civil Engineer On-Site Services T.SPURKLAND P.E. 203 W. 15th. AVE. SUITE 203 ANCHORAGE, ALASKA 99501 (907) 279-3916 Fax (907)-276-6013 Municipality of Anchorage Division of Environmental Health Department of Health and Social Services 820 1 Street Anchorage, Alaska 99501 Subject: Permit for Lot 1 Harkness Gentlemen; The owner of this lot attempted to install the septic system on Sept. 8, 1995. By the 10. He had both trenchers excavated and partly backfilled with sewer rock. Due to heavy rain he had to stop operation and left the trenches un protected. I received a call from him this morning, advising me that he intended to complete the installation this weekend. To prevent acceptance problems with the As Builts I request that you inspect the status o£the present installation and notify the Owner of any additional requirements you may have. Unless the owner or I hear from you, we will assume that we can proceed with the completion of this system. Yours T~bben~~'kland P.E.~, I MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND HUMAN SERVICES P.O. BOX 196650, 825 "L" STREET, ROOM 502 ANCHORAGE, ALASKA 99519-6650 PAGE 1 OF 1 ON-SITE WELL AND WASTEWATER DISPOSAL SYSTEM PERMIT PERMIT NUMBER:SW950243 DESIGN ENGINEER:TOBBEN SPURKLAND, P.E. OWNER NAME:MOORE RICHARD I 50% & OWNER ADDRESS:il530 HAWKINS LN ANCHORAGE, ALASKA 99516 PARCEL ID:01611243 DATE ISSUED: 8/25/95 EXPIRATION DATE: 8/2S/96 LEGAL DESCRIPTION: HARNESS LT 1 LOT SIZE: 54474 (SQ. FT.) NUMBER OF BEDROOMS: 5 THIS PERMIT: 5 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 (18AACS0) . 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: ToSPURHLAND 203 W 15th. Avenue, Suite 203 ANCHORAGE, ALASKA 99501 (907) 279-3916 Fax (907)-276-6013 SEPTIC SYSTEM DESIGN LOT 1 HARNESS S/D R/CHARD MOORE No Ground Water or Impervious Layer to 16 ff. Use Standard Trench Soil Rating. From test 4/29/91 6/29/95 30 and 20 min. Per inch Use 0.45 gal per sq.ft/day No. of Bedrooms 5 Required Area per Bedroom: 150/0.45 = 333 sq.ft.. Total area required: 5 x 333 = 1665 sq. ft. Finish Floor Elevation Ground Elevation at Absorption Field Testhole Total Depth 16 Ft Less 6 ft 10 Rock Depth 6 Ft 96 93 Length of Trench 1665/12 = 138.75 [FT.] Use two trenches at 70 ft. SYSTEM CONFIGURATION STANDARD TRENCH TOTAL LENGTH 140 FT. TOTAL WIDTH 2 FT. TOTAL DEPTH 10 FT. ROCK DEPTH 6 FT. COVER 3 FT. SEPTIC TANK 1500 GAL. The installation of this septic system will not prevent wells from be installed on the adjacent lots. There are no developed or natural surface / sub surface drainage courses on this or 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. pg.1 PERFORMED FOR: Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST 6 7 8 9 10 11 12 13- 14- 15- 16 17 18 19 2O %,L ptL f:..~. :.., ,,.. ~. .~ .... ; Township, Range, Section: SLOPE SITE PLAN WAS GROUND WATER ENCOUNTERED? IF YES, AT WHAT DEPTH? Depth to Waler Alter .~. ¢ Monitoring? ~,'~/~ ~' Date: Gross Net Depth to Net Reading Date Time Time Water Drop ~1~.~ ¥1'~,~1W q; ¢,-? - Io ~ 4-~ ~o lO ~y I o PERCOLATION RATE ~i~) {minutes/inch) PERC HOLE DIAMETER TEST RUN BETWEEN ~ FT AND ~ ~ FT COMMENTS ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: ~/~-/¢*¢ 72-008 (Rev. 4/85) PERFORMED FOR: LEGAL DESCRIPTION: 1 2 3 4 5 6 7 8 9- 10- 11 12 13 14 15 16 17 18 19 20 Municipality of Anchorage i ' :' DEPARTMENT OF HEALTH & HUMAN SERVICES ):.' '; ~'{~i 825 "L" Street. Anchorage. Alaska 99502-0650 '.::i .,,;~:....L~: SOILS LOG -- PERCOLATION TEST '., ~:;~,,'.. C~'~/ /~ ~~ownship. Range, s;ction: SLOPE SITE PLAN WAS GROUND WATER k J ENCOUNTERED? S L IF YES, AT WHAT O DEPTH? p Depth to Water Alter, Monitoring? E Dale: ?//~//~ ,1 Gross Net Depth to Net Reading Date Time Time Water Drop 7° ~y -- -- _ COMMENTS PERCOLATION RATE l,~'~ (minutes/inch) PERC HOLE DIAMETER TEST RUN BETWEEN ~:~ FT AND b F~-- FT PERFORMED BY: ~ S ' ~ ~> CERTIFY THA~ THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: (.,O~( l ~ ~ ~ 72'008 (Rev. 4/85) PERFORMED FOR: LEGAL DESCRIPTION: 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15- 16- 17- 18- 19- 20 I wr 4~ Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage. Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST SLOPE ~ ~~ /,~ DATE PERFORMED~[. ~ ~n 0FPeR[~r"~ ....... [/i~{~0 Township, Range, Section: ENCOUNTERED? S IF YES, AT WHAT ~) DEPTH? P E Depth to Water After_/ ~/,~..~ / ~... Monitoring? t-~. ,~ ~ Date: ) SITE PLAN Gross Net Depth to Net Reading Date Time Time Water Drop PERCOLATION RATE caQ. (minutes/inch) PERC HOLE DIAMETER , TEST RUN BETWEEN .~ ET AND 3 ET COMMENTS PERFORMED FOR: LEGAL DESCRIPTION: LoT ~, 2 4 7 8 10 12 17- 20 Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 so,.s - .E.co.^T,O. TEST Township, Range, Section: SLOPE SITE PLAN WAS GROUND WATER ENCOUNTERED? S IF YES, AT WHAT ~) DEPTH? P E Oepth t° Water Afle~ Monitoring? ~,,~ ~- Date: Gross Net Depth to Net Time Time Water Drop PERCOLATION RATE ~ / (minutes/inch) PERC HOLE DIAMETER TEST RUN BETWEEN ~" FT AND _~"/~""FT ' COMMENTS I~ERFORMED BY: ~ ' ~ '~"'/'~' CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINE$1N EFFECT ON THIS DATE. DATE: ~ ~1 [ l~'--- 72-008 (Rev. 4/&5) PERFORMED FOR: Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST LEGAL DESCRIPTION: I 2 3 4 7 8 Township, Range, Section: SLOPE SITE PLAN 10- 11 12 13- 14- 15- 16 17 18- 19- 20- WAS GROUND WATER ENCOUNTERED? S L IF YES, AT WHAT O DEPTH? P Deplh to Water Afte. r Monitoring? 'i')~ _~ Dale: Gross Net Depth to Net Reading Date Time Time Water Drop PERCOLATION RATE __ (minutes/inch) PERC HOLE DIAMETER __ COMMENTS TEST RUN BETWEEN FT AND FT PERFORMED BY: I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: /'~"~ 72-008 (Rev. 4/85) PERFORMED FOR: LEGAL DESCRIPTION: 1 2 3 4- 5 6 7 8 9 10 11 13 14 15 16 17 18 19 20 Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST D~T~ J PERFORMED Township, Range, Section: SLOPE SITE PLAN WAS GROUND WATER ENCOUNTERED? S L IF YES, AT WHAT O DEPTH? P E Depth to Water Alter Monitoring? Date: Gross Net Depth to Net Reading Date Time Time Water Drop .- PERCOLATION RATE TEST RUN BETWEEN (minutes/inch) P,ERC HOLE DIAMETER FTAND ~ y?'-- FT ' COMMENTS ACCORDANCE WITH ALL SYATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 72-008 (Rev. 4/85) 85.0 #2 I PRIMARY [RENCHES + ~ell 100,5 Replocemeni. Bed Future 5 4-bedroom / / "" I I I Iloo, oo , 50 75 100 SCALE; 1" = 50 FL 125 150 N SPURKLAND o, CE-~825 REVISED: AUG. 19, 1995 203 W 15TH. AVENUE ANCH. AK. 99501 907~ 279-$916 RICHARD MOORE 11550 HAWK/NS l~NE SEPTIC SYSTEM DESIGN DATE: JULY 12, 1995 SHEET: 2/3 GRID: 2655 LOT i / / L~TT 7 L~TT 2 LLTT 9 I I LI~T 3 SCALE, i" = 100 FT, TOBBEN SPURKLAND P.E. ]] 203 W 15TH, AVENUE II ANCH. AK. 99501 (9o7'1 279-3916 LOT 1 HARNESS R/CHARD MOORE 11550 HAWKINS LANE SEPTIC SYSTEM DESIGN DATE: JULY I2, 1995 SHEET: 1/$ GRID: 2655 Monitor Cleon Dut Nonltom Cleon Out 6O Cleon S tonolord Trenches; B' Wide 70' L on9 10' Deep 6' Sewer rook 4' Cover Cleon lTul Septic tank Miro£1 140 & Pt oP Septic Rock ND SCALE Cleonouts Topsoil Cover SCALE Monitor' Ex/st Ground P/in Co yep ~ver ?onk gal septic tonk BENCH MARK, ASSUMED ELEV, ]OO, O0 TOBBEN SPURKLANO P,E, II ~03 ~%h Ave II Anchopage Ak 99501 R/CHARD M~L1RE 11530 HAWKINS LANE SEPTIC SYSTEM DESIGN DATE, JUL Y I_8~ ~.9?d SHEET, 3/3 GRID, B533