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Home My WebLink AboutHILLSBORRO TR EHills oro Tract E #020-451-06 Development Services Department . Building Safety Division On-Site Water and Wastewater Program, 4700 S, Bragaw St. P,O. Box 196650 Anchorage, AK 99519-6650 Page of www.ci,anchorage.ak.us (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Permit Number: SWOZOZZ8 PIDNumber: 020-451-06 Nam: WastewaterSystem: [] New [] Upgrade Ron Deven Address: 3Z0 W 5'h Ave. #ZZ2 Anch., AK 99501 ABSORPTION FIELD Phone: Number of Bedrooms: 345-5442 ,5 [~ DeepTrench [] ShadlowTranch [] Bed [] Mound I'] Other:. LEGAL DESCRIPTION Soli.a,.g: Tota, ~pth,rom o~g~a, grade: 1 .?-. GPD/Ft2 3.0 Ft. Block: Lot: Subdivision: Depth to pipe bottom from original grade: Gravel depth beneath pipe: Tract E HILLSBORRO Z.0 Ft. 1.0 F,. Township: Range: Section: Fill added above original grade: Gravel Length: 1.79-3.86 Gravel width: Number of lines: I Distance between lines:' Well: [] New . [] Upgrade 5.0 Ft.' Classification (Private,A, B, C): Total Depth: Cased to: Total absorption area: Pipe Material: Private 187 F,. 74 Ft. 64Z F,' D3034 & F810 Driller:. Date D~led: Static Water Level: Installer;. Date Installed: Alpine Drilling 8/16/02 0 F,. Ron Deven 7/22/2002 Yield: I Pump Set at: I Casing Height Above Ground: TANK 4 cpu unknown Ft. 2 Ft. SEPARATION DISTANCES : [] Septic [] Holding [] S.T.E.P. [] Other:, To Septic Absorption Lift Holding Public/Private Manufacturer;. Capacity: Tank Field Station Tank SewerUne Anchorage Tank 1500co~. Material: Number of Compartments: We,, 100'+ 100'+ NA NA 25'+ Steel Z Su,faceWater 100'+ 100'+ NA NA ~ / LIFT STATION ..Size: Manufacturer; Lo~U.e 5'+ 10'+ NA NA c~. Foundation 5"f' 10'+ 'NA NA 'Pure. oo' ~.ve, a,' 'Pump orr levelat: J High water alarm at: In. In.J In. Curtain Drain NA '5 0'+ NA NA Pump Make & Model ElecMcal Inspections perfon~ed by: Remarks: *none known. Fields excavated to 4' BENCH MARK Location and Description: and 1' of sand installed. Top of FCO Assumed FJevation: Field insulated 100 FL Engineer's Stamp Inspecfions performed by: }<ND EnaJneedna. 'Inc. Dates: 1st 7/RR/OR Development Services Department Approval 3"/~/~/~ ]/~ Date4,/z,/e. Reviewed and approved by: r,. : q' AS-BUILT SYSTEM DETAILS/SITE PLAN PerMit SWO2022B HILLSBORO S/IL TRACT E PID#020-451-08 K D \ A-C= 35.2' B-C= 31,4' A-D= 45.5' B-D= 34,3' A-E= 68,9' B-E= 50,2' A-F= 116.0' B-F= 108,7' A-G= A-H= --1500 GAL -- SEPTIC TANK TU~C FINAL GRADE SCALE, 1' = 50' SEWER ROCK TRENCH I ~]NITQR TRENCH 2 O~'...z~ X PREPARED FOR' --- A'"-:¥,~, ~, Rn. DEVEN ~ ANCHORAGE, AK. 99501 353g ~ ~ 020~.DWG ~ ~': 020~ SCALE' NTS ~D ENGINEERING a0441 PTARMIGAN BLVD. EAGLE RIVER, Al{ 99577-8736 MunicipalitY Of,Anchorage DePartment 'of Health and Human Services 825 ~L" Street P,O. Box 196650 Anchorage, Alaska 99519-6650 Rick Mystrom http://www, ci.anchorage.ak.us Mayor Permit Number: #SW.020228 Date of Issue: 7-16-02 Date Started: 8-5-02 Date Completed: 8-16-02 Legal Description: Hillsborro Tr E Property Owner Name & Address: Ron Deven 320 W 5tn Ave Suite 222 Anchora~te, Alaska 79501 Depth (R) Boreholc Data: From To 0 2 2 69 69 187 Soil Type, Thickness & Water Strata stick-up gravelly silt bedrock Parcel Identification Number: 020-451-06 Is well located at approved permit location? [] Yes [] No Method of Drilling [] air rotary [] cable tool Casing type: steel Wall Thickness: ~250 inches Diameter: _6 inches Depth: 74 feet Liner Type: ~ Diameter: __ inches Depth: ~ feet Casing stickup above ground: _2 feet Static water level (from ground level): Ofcct Pumping level: 187 feet after _2 hours pumping _4 gpm Recovery Rate: _4 gpm Method of Testing: att' Well Intake Opening Type: [] Open End [] Open Hole [] Screened Start __ feet Stopped__ feet [] Perforations Start __ feet Stopped __ feet Grout Type: bentonite #8 Volume: 1 bgs Depth: Start Q feet Stopped ~ feet Pump: Intake Depth ~ feet Pump size hp Brand Name Well Disinfected Upon Completion? [~ Yes ]-"] No Method of Disinfection: chlorine tablets Comments: Well Driller: Alpine Drilling 8, Enterprises PO Box 110496 Anchorage Alaska 99511 Attention: The well driller shall provide a well log to the property owner within 30 days of completion and the property MUNICIPALITY OF ANCHORA GE Development Services Department On-Site Water & Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM I WATER SUPPLY PERMIT Initial Date Issued: Jul 16, 2002 Expiration Date: Jul 16, 2003 Permit Number: SW020228 Legal Description: HILLSBORROTR E Design Engineer: 0070 KND Engineering Owner Name: Ron Deven Owner Address: 320 W 5th Ave Suite 222 Anchorage, AK 99501- Parcel ID: 020-451-06 Site Address: Lot Size: 455043 SQ. FT. Total Bedrooms: 5 Permit Bedrooms: 5 This permit is for the construction of: r7] Disposal Field [] Septic Tank [] Holding Tank [] Privy Private Well Water Storage 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 DSD at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 ( 24 hours ). ( Not required for a Water Supply Permit only ). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must be either: A. Open and closed on the same day. B. Covered, sealed, and heated to prevent freezing. Received By: .//~~ ,, Date: Date: /' / ~ND ENGINEERING, INC. 20441 PTARMIGAN BLVD. EAGLE RIVER, AK 99577-8736 (907)696-6111/FAX (907)696-8111 July 3, 2002 Municipality of Anchorage Development Services Department On-Site Water & Wastewater Program P.O. Box 196650 Anchorage, AK 99519-6650 Subject: New sewer/well permit - Hillsboro Tract E Gentlemen: The owner has requested we proceed forward to obtain a septic permit on the subject lot. On June 17, 2002 two testholes were excavated for the proposed system. The results of this test are attached. The general slope of this lot is from north to south at varying grade. We have designed our system utilizing the testholes that were excavated for the 5- bedroom house, which is proposed for this lot. The lot will be served by an individual well, located on the central portion of the lot. We propose to install two '5 wide shallow trenches. Water was encountered during the excavation at 7' and 8' and at 13' in TH2002-1 during monitoring. There are no public or private wells within 20,0.' of our proposed system location except as noted. There is no surface water within 100 of the proposed system and there are no known curtain drains within 50'. We do not expect there to be any adverse effect on adjacent lots by the development of this system. If you have any questions, please contact me at 696-6111/FAX 696-8111. Respectfully submitted, ]l~,~]]]) Engineering Attachments: On-Site Well and Sewer Application Wastewater Absorption System Details/Site Plan Soils Log/Percolation Test V/ELL & V/ASTEV/ATER DISPDSAL SYSTEM ]DETAILS/SITE PL HILLSBQRQ S/D, TRACT E K D NB P~C ~ VITHIN E00' 13F PRI]PDSE]] ~YSTEM, NB PRIVATE ~SELL~ %/ZTHIN 8013' I]F pRnpD~E:~ ~YSTt],! EXCEPT AS M]TEI~, PR[]POSE:I) ~ EXC~-PT AS NOTE]), DEEIGN DETAILS 5 BDRM X 150 GPD = 750 GPD 750 GPD/I.2 GPD PER SQ, FT. (2 MIN/IN.)= 685 SQ. FT (685/5' (W)) X .88' (ret~) (1,0' GRAVEL) = 110 FT, TRENCH USE 8 TRENCHES - 55 (L) X 5' (W) X 1,O'(D) Total depth oF system Is 4' ~'rom original grade. Total depth oF gravel below distribution pipe Is 1.0' Excavate to 4' and Instatt 1' o? sand and then 1' o~ rock, NDTES, 1. 3. 4. ,~.. .... ~.w.~J~ PREPARE]]RnN DEVENFIIR' .. T . ANCHORAGE, AK, 99501 , .... .. - ........ DW~ ~ ^~ ~ 02044.DW~ USE 1500 GAL SEPTIC TANK, INSULATE IF <4' OF COVER. INSULATE TRENCHES WITH 8' HD BURIAL FBAH, IF (3' OF COVER. CONTRACTOR WILL ENSURE HINIHUH P% SLOPE INTO SEPTIC TANK. ADDITIONAL FILL WILL BE ADDED OVER SYSTEN TB ACHIEVE MIN, 3' COVER IF REQUIRED, CONTRACTOR WILL ENSURE ALL SEPARATIONS TO ADJACENT WELLS, SEPTICS, LOT LINES, FOUNDATIONS AND ALL OTHER SETBACKS. c~a~. KMD D^Tr..: 7/10/02 ~o: 3539 ~esW~ 02044 ScaLe, 1'= 100' PAGE 1 DF 8 ~1~ ENGINEERING 2044! PTARMIGAN BLVD. EAGLE RIVER, AK 99577-8736 (907}696-6111/FAX (907)696-8111 K D ¥/ASTE~ATER DISPOSAL SYSTEM DETAILS HILLSBQRn S/D, TRACT E T AC TH#02-2 1500 836' c~: KMD 7/10/02 3539 ~ No.: 02044 Scare, 1'= 30' PAGE 8 DF 8 ~~) ENGINEERING 20441 PTARMIGAN BLVD. EAGLE RIVER, AK 99577-8736 ENGINEERING, INC ,,~X,~.'.. . ...~ 20441 PTA~IGAN BL~. EAGLB ~ER, AK 99577-8736 ~~'~..~ ;..~... SOILS PBRCOLATION TEST ~ ~'.., ~_...'f~ Perfo~ed for: l(on ~even Date Performed:~~~ Project: Hillsboro Tract E Depth (Feet) ORG- brown 1. 11- 14- 15- 16- 17- 18- 19- 20- TEST HOLE # 02-1 SEE ATTACHED SITE PLAN FOR HOLE LOCATION GM/GP- med dense, brown gray w/cobbles to 6" damp seeps MIdSM silty, moist w/sand GM/SM moist silty/sandy gravel B.O.H. Was Ground water encountered? YES What depth? 8' Depth to water after monitoring? 13' Date? 6/24/02 Reading Date Gross Net Depth to Net Time Time Water Drop 1 6/17/02 1:00 - 6" 2 1:10 10 rain 2 1/16" 3 15/16" 3 * 1:11 6- . 4 1:21 10 min 2 1/16" 3 15/16" 5 * 1:22 - 6- _ 6 1:32 10min 2 4/16" 3 12/16" 7 * 1:33 - 6" 8 1:43 10 min 2 5/16" 3 11/16" 9 * 1:44 - 6" 10 1:54 10 min 2 5/16" 3 11/16" 11 * 1:55 6- . 12 2:05 10min 3 6/16" 3 10/16" · Water Added HOLE PRESOAKED PRIOR TO TEST Percolation Rate 2.75 Test Run Between · (min/in) Perc Hole Diameter.. 6" 5 feet and 6 feet I, Kenneth M. Duffus, certify that this test was performed in accordance with all State and Municipal guidelines in effect on this date. ILS PERCOLATION TESDTa ~:e for: Performed t Perfor Project: Hillsboro Tract E Depth (Feet) ] ORG- brown 1- 11. 14- 15- 16- 17-' 18- 19- 20- TEST HOLE # O2-2 GP/SP -med dense, brown SM/ML silty sand GP/SP - med dense, brown, moist, sandy gravel w/cobbles4" seeps ML/SM silty, moist w/sand GM/GP moist silty/sandy gravel B.O.H. HOLE PRESOAKED PRIOR TO TEST SEE ATTACHED SITE PLAN FOR HOLE LOCATION Was Ground water encountered? YES What depth? 7' Depth to water after monitoring? DRY Date? 6/24/02 Reading Date Gross Net Depth to Net Time Time Water Drop 1 6/17/02 1:00 - 6" 2 1:10 10 min 1 3/16" 4 13/16" 3 * 1:11 - 6" 4 1:21 10min 1 5/16" 4 11/16" 5 * 1:22 6- . 6 1:32 10 rain 1 6/16" 4 10/16" 7 * 1:33 - 6- _ 8 1:43 10 min 1 6/16" 4 10/16" 9 * 1:44 - 6" 10 1:54 10 rain 1 7/16" 4 9/16" 11 * 1:55 6- _ 12 2:05 10 min 1 7/16" 4 9/16" · Water Added Percolation Rate 2.19 (min/in) Perc Hole Diameter 6" Test Run Between 4 feet and 5 feet I, Kenneth M. Duffus, certify that this test was performed in accordance with all State and Munidpal guidelines in effect on this date. Parcel I.D. Municipality of Anchorage Development Services Department Building Safety Division On-Site Water and Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907) 343-7904 ON-SITE SEWER/VVELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Permit Number,SW Property owner(s) Ron Deven Mailing address (1) 320 W 5TH Ave. Suite 222, Anchorage, AK 99501 Mailing address (2) Legal description (Lot, Block & Sub'd.). Hillsboro Tract E Legal description (Section, Township & Range) .Lot Size 10.45 Day phone 345.5442 Zip Code /--/,5-5"OZ¢' '~ Acres/~ Number of Bedrooms 5 THIS APPLICATION IS FOR: Sewer Only [] Well Only [] Sewer and Well [] Water Storage [] Sewer Upgrade [] THIS PROPERTY CONTAINS: Hot Tub [] Jacuzzi [] Swimming Pool [] Water Softening Unit [] Therapy Pool [] I certify that the above information is correct. I further certify that this application is being made for a Single Family Dwelling and is in accordance with applicable Municipal Codes. (Signature of property owner or authorized agent) Permit Fees: Date of Payment: Receipt Number: (Rev. 12/00) Waiver Fees: Date of Payment: Receipt Number: (907)696-6111/FAX (907)696-8111 July3,2002 Municipality of Anchorage Development Services Department On-Site Water & Wastewater Program P.O. Box 196650 Anchorage, AK 99519-6650 Subject: New sewer/well permit - Hillsboro Tract E Gentlemen: he owner has requested we proceed forward to obtain a septic permit on the subject ot. On June 17, 2002 two testholes were excavated for the proposed system. The results of this test are attached. The general slope of this lot is from north to south at varying grade. We have designed our system utilizing the testholes that were excavated for the 5- bedroom house, which is proposed for this lot. The lot will be served by an individual well, located on the central portion of the lot. We propose to install one 52 wide deep trenche. Water was encountered during the excavation at 7' and 8' and at 13' in TH2002-1 during monitoring. There are no public or private wells within 200' of our proposed system location except as noted. There is no surface water within 100' of the proposed system and there are no known curtain drains within 50'. We do not expect there to be any adverse effect on adjacent lots by the development of this system. If you have any questions, please contact me at 696-6111/FAX 696-8111. Respectfully submitted, II~,]IID Engineering Attachments: On-Site Well and Sewer Application Wastewater Absorption System Details/Site Plan Soils Log/PercOlation Test /ELL & ¢ASTE /ATER DISPOSAL SYSTEM DETAILS/SITE PLAN HILLSBORn S/II, TRACT E ]DESIGN DETAILS 5 B~RM X 150 GP~ : 750 GP~ 750 GPD/1.~ GPO PER SQ. FT. (~ MIN/IN.)= 6~5 SQ. FT (6~5/(~~ (W) X 5' (~)) (5.0' GRAVEL) = 6~.5 FT. TRENCH USE 1 TRENCH - 63 (L) X ~' (W) X 6.O'(D) To~:! depth oP ~y~em I~ 7.0' ~pom opl~In:l To~:l ~ep~h oP Dp:vet beIo~ dlz~plbu~lon plpe Iz 6.0' , ~ ~ ~ ~ ~'~ Excavate ~o 9' :n~ Inz~:ll ~' oP s:n~ :n~ ~hen 6~ o~ pock. P~D~ ~YST~ ~ ~c ~ ~ ~ ~ 1. USE ~500 GAL SEPTIC TANK, INSULATE IF <4' DF COVER. P~ ~ ~ ~ ~ 8. INSULATE TRENCHES WITH 8' H9 ~URIAL FDAH, IF <3' DF COVER. 3. CONTRACTOR WILL EN~URE MINIMUM 8~ SLOPE INTO SEPTIC TANK. 4. A99ITIDNAL FILL WILL ~E A~E~ OVER SYSTEM TD ACHIEVE NIN. 3' COVER IF REDUlRE~. ~~~ 5. CONTRACTOR WILL ENSURE ALL SEPARAT)DN~ TD A~JACENT WELLS, SEPTICS, LOT LINES, FOUNDATIONS AND ALL OTHER SETBACKS. ~<$~.- .... ~'-. ~~ PREPARED ~ .' '. ~ ~ RDN 9EVEN ~ ANCHORAGE, AK. 99501 ~c~[e~ 1~: 100' (907) 345-544~ PAGE 1 ~F .~ BOOKS ~ '~~~'" ~ ~"~ ~ KMD · ... ......... :~ ~ ~o: 3539 I[ ............................................... ._: ........ ::.,,,..,. ........... ,.::.,.....]1 · ~ ~ 02044. DWG ~ N= 02044 (907)696-6111/F~ (907>696-8111 K D WASTEWATER DISPOSAL HILLSBDRD S/I), TRACT E TH#02-2 SYSTEM DETAILS ~ssm~~ ~ PREPARED FOR, RON DEYEN 380 W, 5TH SUITE 888 ANCHORAGE/ AK. 99501 (907) 345-5448 RELD BOOKS ca~Ptm~. DW~ ~ ~ ~ 02044. DWG 3539 02044 Sc(xte, 1'= 80' PAGE 8 DF 8 ~~ ENGINEERING 20441 PTARMIGAN BLVD. EAGLE RIVER, AK 99577-8736 (907)696-6111~/FAX (907)696-8111 Municipality. · Of. Anchorage Development Services Department. ~,, ' ' . ~ : . 'Building Safety Division .. On-Site Water and Wastewater Program 4700 South Bragaw St, p,O, Box 196650 Anchorage, AK 99519-6650 ' www,ci,anchorage,ak,us .. :(907) 343-7904 'ON.SITE SEWER/VVELL SUBMITTAL COMMENTISHEET To: KND ENGINEERING Legal des'Cription: HILLSBORO SUBDIVSION TRACT F -. ]: The attached paperwork has been reviewed and is being returned for thefollowing reasons: Origin, al.signature or stamp missing on :l'-~ ' calculation error in design, ': ' / r'-] Additional soils information needed, ' -[-'1watei~ monitoring resUlts inadequate, [-'1 :Discrepancy in information submitted, I . r--I Topographic information missing or inadeqUate, · Incomplete; missing . ~i .... Incomplete; 'missing [-'1 Additional adequacy test information needed. · I-'Ii ater sample unacceptable, . - 1~ Measured/proposed distances/dimensions missing, MISSING I"-1 Locations of all soils, percolation and water monitoring'tests not shown, [] Propo.~ed system tOo deep for soils information submitted, SEEPS MUST ,GROUNDWATER. . . - [-] Well, log required. ,. · ['] OmiSsion in narrative. ' ' : I-'] Insufficient fill over'tank or field. i ! .. I'-] other.I~' · Name of i~e~ieWer: DAN :, Date! 7/8/02 'please supply the .necessary inforrnation and re-submit'your request. .! LEA VE THIS FORM A TI'ACHED TO !THE PApERwoRK BE CONSIDERED AR Ronald W. Devon ~1292:~ Aro Circle Anchorage, AK 99515 July 1 g, 2002 To whom it ma)' concern, I, Ronald Devon, owner of Tract E, Hillsboro Subdivision in Anchorage, Alaska will be installing an on-site wastewater disposal system (Permit #SW020228 Parcel ID #020-451-06). It vdll be installed to meet Municipal code, and will be inspecled by: KND Engineering, Inc.. 20441 Ptannigan Blvd. Eagle River, AK 99577 907-868-3791 I will be using my mvn loader/backhoe and dump truck for tiffs installation. I have had a significant amount ofexperi~mce operating this equipment. I have also installed several septic ~'stems in the past. Please feel free to call me at the following number(s) should you have an3' questions or requh'e further information. 258-3373 (W) 345-5442 (H) 884-8263 (cell) 258-3374 (fax) musnat,~baska.net Sincerely, Ronakt W. Devon PLUMBING & HEAT 'i~',"C S'~''' ~ '~ ,',' "~.DATE':,".~,'=:;:'' a ;~ o::"'PAGE:":' ', "'.~"."' 7:~LES?'.~ :.7C~:':~' ~ i: :.~::-' TM ~';.;,'~*'* 7'.'" ':~" ~"".' . ....... , ~- D T AC' ,.- TH#02-2 ~OPOSED 5 BD'I~M HOUSE 1500 836' PREPARED FDR~ RDN I)EVEN 380 V. 5TH SUITE 888 ANCHDRAGE, AK. '39501 (907) 345-5448 FIELD BOOKS ~ n~ 02044.DWG ~ KMD ~^~ 7/10/02 ~' 3539 02044 ScaLe, 1'= 30' PAGE 2 DF 2 ~i.Q) ENGINEERING 80441 PTARMIGAN BLVD. EAGLE RIVER, AK 99577-8736