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Home My WebLink AboutRIVER VIEW ESTATES BLK 7 LT 7River View Estates Block 7 Lot 7 #050 - 791 - 07 On-Site Wastewater Disposal System Permit MUNICIPALITY OF ANCHORAGE Development Services Department On-Site Water & Wastewater Program 4700 Elmore Road, PO Box 196650 Anchorage, AK 99519-6650 Telephone: (907) 343-7904 Permit Number: OSP111073 Tax Code Number: 05079107000 Work Type: Septic Initial Permit Effective Dates: June 06, 2011 to June 05, 2012 Design Engineer: GARNESS ENGINEERING GROUP LTD Subdivision: RIVER VIEW ESTATES Site Legal Address: RIVER VIEW ESTATES BLK 7 LT 7 Owner/Address: HINSON BRUCE A PO BOX 141915 ANCHORAGE AK 995141915 G:0357 Site Mailing Address: 21105 RIVER PARK DR, Eagle River Lot Size in Sq Ft: 40000 Total Bedrooms: 1 This permit is for the construction of: N Disposal Field N SepticTank N Holding Tank Y Privy N Private Well N 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 wastewater code requires inspections during the installation. The engineer must notify the Development Services Department at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 (24 hours). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must either: A. Open and Close on the same day. B. Covered, sealed, and heated to prevent freezing. Special Provisions: 1. A WATER WELL SHALL NOT BE DRILLED ON THIS PROPERTY UNTIL AN APPROVED WATER-CARRIED SEWAGE DISPOSAL SYSTEM HAS BEEN PERMITTED AND CONSTRUCTED. 2. POTABLE WATER WILL BE BROUGHT TO THE SITE AND GRAY WATER IS TO BE PROPERLY DISPOSED OF OFF SITE. Date: Date: MUNICIPALITY OF ANCHORAGE Community Development Department Development Services On-Site Water & Wastewater Program Phone: 907-343-7904 Fax: 907- 343-7997 Mayor Dan Sullivan On-Site Sewer/Well Permit Application For A Single Family Dwelling Parcel I.D. ~¢,. ~>Lii:" "' t -'~07 Property owner(s) BRUCE HINSON Mailing address 21207 RIVER PARK r,o,,,c *EAGLE ?..I IO_5 Site address ~ RIVER PARK DRIVE *EAGLE RIVER, AK Day phone 884-0040 Legal description (Sub'd, Block& Lot) RIVERVIEW ESTATES; BLOCK 7, LOT 7 Legal description (Township, Section & Range) Lot Size ~. ~0 Sq. Ft. Number of Bedrooms. 1 THIS APPLICATION IS FOR: ( [] all that apply) Absorption Field [] Septic Tank [] Holding Tank [] Privy [] Private Well [] Water Storage [] THIS APPLICATION IS AN: Initial [] Upgrade [] Renewal [] THIS APPLICATION INCLUDES A VARIANCE/WAIVER REQUEST FOR: N//A 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. GARNESS ENGINEERING GROUP, Ltd. (Signature of property owner or authorized agent) Rush Fees: Date of Payment: Receipt Number: Permit No. Waiver Fees: Date of Payment: Receipt Number: Waiver No. (Rev. 01/11) GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS & GENERAL CONTRACTORS June 1, 2011 Municipality of Anchorage Development Service Department On-Site Water & Wastewater Program 4700 Bragaw Street P.O. Box 196650, Anchorage, Ak 99519-6650 (907) 343-7904 Ref: Proposed Privy for Riverview Estates Block 7, Lot 7 To whom it may concern: The referenced property is currently vacant. The owner is proposing to build a 1 bedroom house (for summer use only) that will be served by a privy. The privy will be constructed as shown on the attached design drawing. The pit-run backfill around the perimeter of the privy will adequately support the base of the structure° Attached are a site plan and a design drawing showing the proposed privy. The drainfield will be designed around the 30 foot radius of test hole #2. Comments regarding the design are summarized as follows: 1. SOILS: See the attached log which shows the soil classifications, groundwater monitoring, and the percolation test resultsl 2. DRAINFIELD DESIGN: See attached design drawing for privy specifications~ 3. SURFACE WATERS: There are no surface water concerns. 4. TOPOGRAPHY: As can be seen on the attached topography drawing there are no slope concerns. We are unaware or,ny adverse impacts this installation would have on adjacent wells or septic systems. If you have an? qu:~s~ions, please contact us at 337-6179. Thank you for your assistance. . "Mess, P.E., U.S. Pre: it / Attached is a site plan drawing, a design drcmdng, two detail drawings, and two soil logs, which are all part of the design package for this septic system. (Contact G.E. G. Ltd. for 7page construction specification letter.) 3701 E. Tudor Road, Suite 101 * Anchorage, AK 99507-1259 Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: www.garnessengineering.com T14-N, RlW, SEC 20, S2N2S2N2N2 PTN .5UF. PAC~ WA~P-~ .~ RIVERVIEW J ~' ESTATES; / BLOCK 7, r,,- ~ / LOT 7 < / ~ ESTATES; ~ __ --~ ESTATES; %~~1 / N ~ffL~,=~g '~ BLOCK 7, / / ~LOCK 7, ./-/~'--~~ _u~A./' ~ LOT 5 / / / L~ 6~ --~ ~~~'~'~ LU. ~/ / / ~ ~/~~~ ~ ' ~( ~- ~ ] ~ / ~ OUTHOUSE x. l~s/ I /~ _ ~ .... - "q-~-~-~ ~ .... ~~7~'-~-~ -~ ...... 7 ~ - ~ l ~',¢ /~-~ ..... /~ff ~,~ ........ F-- I~ ~ / I ~ J ~ I ~' / ~¢ ESTATES' ~/ ~ -,-: BLOCK 5, ............. . BLOCK 5 ,, ~ V I ~ :~ ~ :~; r~ .~3~;~ ~ . I I ~ I / ~ /~/ ~ ~ - / ~ ~ / ~ LOT 10 / ~ > ~ / ~ , .. ~,. CONSOLTANTS & GENE~L CONTRACTORS PREPARED FOR: BRUCE HNSON 884-0040 1 0F 3 LEGAL DESCRIPTION: DRAWN BY: RIVERVlEW ESTATES; BLOCK 7, LOT 7 PNB S~E PLA~ S/IO/~ ~ -- 30" PIPE 5'X5' OUTHOUSE --15'X15' FILL AREA GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS & GENERAL CONTP-.ACTORS ~701 E. TUDOR ROAD. SUITE 101 * ANCHORAGE, AK 99507 * PHONE (907)337-6179 * FAX (907)5.38-3246 * WEBSFr~ ww~.gomessengine~rlng,com PREPARED FOR: I PHONE NUMBER: BRUCE HINSON 884-0040 i LEGAL DESCRIPTION: RIVERVIEW ESTATES; BLOCK 7, LOT 7 TYPE OF WORK: DETAIL DRAWING PAGE NUMBER: 20F$ DRAWN BY: PNB DATE~/1 9 / 1 1 NOTE: EFFECTIVE DEPTH WILL BE 2' AND THE BOTTOM OF THE PRIVY WILL BE @ ORIGINAL GRADE. OUTHOUSE- DRAINROCK AROUND FOR SUMMER PERIMETER OF VAU USE ONLY TH#3 PIT-RUN GRAVEL BACKFILL AROUND PERIMETER OF PRIVY DIAMETER PERFORATED PIPE. OPEN ON BOTrOM TH#2 2' MOA APPROVED WATER @ 4.5' BELOW ORIGINAL GRADE. (5/19/11) 4'+ TO GROUND WATER 6'+ TO IEDROCK 1 00000000 00000000 00000000 00000000 00000000 00000000 6'+ TO BOTI'O~ OF 10' TESTHOLE WATER @ 4.0' BELOW ORIGINAL GRADE. (5/19/1~) GRADE GARNESS: ENGINEERING GROUP, Ltd. CONSULTANTS & GE~NERAL CONTRACTORS E, ~JDOR ROAD. SUff£ 101 * ANCHORAGE, AK 99507 * PHONE (907)557-6179 * FAX (907)538-5246 * WEBSIT~ www.gamessengineerlng.com PREPARED FOR: I PHONE NUMBER: BRUCE HINSON 884-0040 LEGAL DESCRIPTION: RIVERVIEW ESTATES; BLOCK 7, LOT 7 PAGE NUMBER: 5OF,.3 DRAWN BY: I PNB TYPE OF WORK: OUTHOUSE DESIGN DRAWING SOIL LOG - PERCOLATION TEST PERFORMED FOR' JOHN THOMSON DATE PERFORMED- 5/4/00 DEPTH (f~et) ~ ] OROAN,OS TEST HOLE ~2 .... -~-.-'--'. --~ P~OPOS~ ISITE PLAN 4 I I I oc ,I,I, OM fl~l~ff ~ qM/SM ~ o,,, IIIIIIII .... I~1 U W/ ~RGE ~o0 o%~ ovv II II II m~ -- RIVERVIEW EST. / . / / VACANT litlli~ t iOROUNDWATER u~,~ , ~~ I : ~' ~'~'oo I~ X ', ~o~os~ ID ~ L [ / / xO~ ~ SEPTIC I~'u'r / 4 ........ ~ ~ ' SYSTEM 9~ / , b/~/O0 _ _~ ....... , ..... 11~ / DATE READING CLOCK NET TI~E WATER LEVEL NET DROP ~ J TIHE (MINUTES) READING i (INCHES) 12~ / 5/8/00 1 -- -- 6" -- ~ / ! 2 -- ~ 0" 6" - -- - ~~ : ~ ~ 4 O" ~" 17~ ~ 10 - 5 0" 6" ~ ! 11 - -- 6" 18~~ ~T ~ FT 'AND 25 FT : ~'C 19~ PERCOLATION E <1 (NiN.I/iNCH)5 PERC. HOL DIM 6 ( HFS) 20~ TEST RUN BETWEEN 2. CON~ENTS: PERC. HOLE WAS PRESOAKED 4+ HOURS PRIOR TO TESTING PERFORMED BY-A~SKA WATER & WASTEWATER. I, JEFFREY A. GARNESS, CERTI~ THAT THIS WAS PERFOrMeD IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON DATE: ~h h~ DEPTH TO gROUNDWATER DATE 6' 5/4/00 4' 5/11/00 4.9' 5/17/00 GARNESS ENGINEERING GROUP, iLtd. CONSULTANTS & GENERAL CONTRACTORS 2701 F... TUDOR ROAD, SUITE 101 * ANCHORAGE~ AK. 99507 * PHONE: (907)337--6179 * FAX: (907)358--3246 * WEBSiTE: [SOIL LOG - PERCOLATION TEST] LEGAL DESCRIPTION: RIVERVIEW ESTATES; BLOCK 7, LOT 7 PERFORMED FOR: BRUCE HINSON DATE: 5/12/11 TEST HOLE #3 GP-GM (FILL CLE~N) SOIL CLASSIFICATIONS SOILS LOGGED BY: COHPIENTS: ORGANICS GW GP Gl"1 GC SW SP SIS SC ISL CL OL MH CH OH GM W/ SILT, CLAY, & NO LARGE BOULDERS DEPTH TO GROUNDWATER DATE DRY 5/12/11 4.5' 5/19/11 SEE ATTACHED SITE PLAN SCALE: 1"= 100' DATE READING CLOCK NET TIISE WATER LEVEL NET DROP TIISE (ISlNUTES) READING (INCHES) (INCHES PERCOLATION RATE - (HIN./INCH) PERC. HOLE DIA, 6 TEST RUN BETWEEN - FT. AND - FT. A FOUR HOUR PRESOAK WAS PERFORHED: [~ YES F-~NO JODY MAUS PERCOLATION TEST PERFORMED BY: N/A PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS ~;~EF~FORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: