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HomeMy WebLinkAboutT13N R1E SEC 10 S2SW4SW4NW4Onsite File Section 10 mwA has confirmed thaT-"- the we I I t> wasT-"-ewaT-"-er dl'sFosal sysTem (permiT been "nstallea. Permit Number: Tax Code Number: Work Type: Permit Effective Dates: Design Engineer: Subdivision: Site Legal Address: Owner/Address: Site Mailing Address: On-Site Water & Wastewater System Permit OSPl11096 05056101000 WellSeptic June 20,2011 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 Initial to June 19, 2012 GARNESS ENGINEERING GROUP LTD T13N R1E SEC 10 T13N R1E SEC 10 S2SW4SW4NW4 G:1006 GARNESS ENGINEERING GROUP LTD 3701 E TUDOR RD STE 101 ANCHORAGE AK 99507 Lot Size in Sq Ft: Total Bedrooms: 217800 4 This permit is for the construction of: Y Disposal Field Y Septic Tank N Holding Tank N Privy Y 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. Received B ~4 Date: Issued By: 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..~_;~ ~'-i~) El z) ~ 1 - L~? I Property owner(s) WALLY W/ WALLACE HOMES Mailing address NHN EAGLE RIVER ROAD *EAGLE RIVER, AK Day phone 250-9199 Site address NHN EAGLE RIVER ROAD *EAGLE RIVER, AK Legal description (Sub'd, Block&Lot)T13N, R1E, SEC 10, S2, SW4, SW4, NW4 Legal description (Township, Section & Range) Lot Size Sq. Ft. Number of Bedrooms 4 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, U:d. (Signature of property owner or authorized agent) (' Permit/Rush Fees: _'~ ~ ¢;~0© 'D~ of Payment: ~- ~::~ - ~ Receipt Number: 0'~ ~ ~'~ Permit No. ~ .... '¢ ~/~ 0 Waiver Fees: Date of Payment: Receipt Number: Waiver No. (Rev. 01/11) GARNESS ENGINEERING G. ROUP, Ltd. CONSULTANTS & GENERAL CONTRACTORS May 12, 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 Initial Septic System for T13N, R1E, Sec 10, S2, SW4, SW4, NW4 To whom it may concern: The referenced property is currently vacant. The owner is proposing to build a 4 bedroom house that will be served by a private well and septic system. We are proposing to install a 1250 gallon septic tank and deep trench type drainfield. Attached are a site plan and a design drawing showing the proposed septic system. Two test holes were excavated on the property. The drainfield will be designed around the 30 foot radius of test hole #1. Comments regarding the desi~on are summarized as follows: 1. SOILS: See the attached logs which show the soil classifications, groundwater monitoring, and the percolation test results. 2. DRAINFIELD DESIGN: See attached design drawing for drainfield specifications. 3. SURFACE WATERS: There are no surface water concerns. 4. TOPOGRAPHY: As can be seen on the attached design drawing there are no slope concerns. We are unaware of any adverse impacts this installation would have on adjacent wells or septic systems. If you have any quq!s~qons, please contact us at 337-6179. Thank you for your assistance. (~ely, !/ NO~E: Attached is a site plan drawing, a design drawing, two detail drawings, and two soil logs, which are all part of the design package Jbr 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.gamessengineering.com TI~SN, R'IE, SEC 10 S2, NS, SW4, SW4-, NW4 PROPOSFD ~ ~ ~X I ~ELL ~US % ~ ~ ~ SYSTEM * TH~2 30' ELECTRICAL ~SEMENT  T13N, R1E, SEC 10 NE4, SCALE: ~ ~ ~ ~ ~ 1"= 100' // ~ PREPARED FOR: PHONE NUMBER. PAGE NUMBER- WALLY W/ WAL~CE HOMES 230-9159 1 OF 1' LEGAL DESCRIPTION: DRAWN BY: =PE OF WORK: DATE: SITE PLAN 4/15/11 DESIGN. CRITERIA: NUMBER OF BEDROOMS: 4 GALLONS PER DAY (GPD): 600 PERCOLATION RATE/S: 1.25 & 2.22 PROPOSED APPLICATION RATE: 1.0 MINIMUM DRAINFIELD SQ,FT.: 600 DRAINFIELD DESIGN: MAXIMUM DEPTH: 10' WIDTH: 2.5' LENGTH: 50' M.O.A. APPROVED SAND FILTER: N/A EFFECTIVE: 6.5' REDUCTION FACTOR: N/A ACTUAL SQ.FF.: 650 RESERVE DESIGN CRITERIA: NUMBER OF BEDROOMS: 4 GALLONS PER DAY (GPD): 600 PERCOLATION RATE/S: 1.25 & 2.22 PROPOSED APPLICATION RATE: 1.0 MINIMUM DRAINFIELD SQ.FT.: 600 RESERVE DRAINFIELD DESIGN: MAXIMUM DEPTH: 10' WIDTH: 2.5' LENGTH: 50' M.O.A. APPROVED SAND FILTER: N/A EFFECTIVE: 6,5' REDUCTION FACTOR: N/A ACTUAL SQ.FT.: 650 GEG, Ltd. HAS A 7 PAGE SPECIFICATION LETTER THAT PERTAINS TO THIS DESIGN. TO OBTAIN A COPY OF THE LETTER CONTACT GEG. BY PROCEEDING FORWARD WITH THIS INSTALLATION, THE ENGINEER, WELL DRILLER, CONTRACTOR AND PROPERTY OWNER AGREE THAT THEY HAVE READ THESE SPECIFICATIONS AND AGREE TO ACCEPT THE TERMS AND CONDITIONS OUTLINED. oPROPOSED 100 NOTE: THE CONTRACTOR SHALL HAVE THE SOUTH EASEMENT AND ALL WELL RADII FLAGGED BY A REGISTERED LAND SURVEYOR PRIOR TO CONSTRUCTION. PROPO..SJ~B-4 BEDROOM HOUSE PROPOSED DRAIN FI ELD C( 30' ELECT~RICAL EASEMENT ~'<~/~' CO ISTALL FoC.O DBLCO'~ ~ PROPOSED 1250 GALLON ~- TH#2 -- ~- PRO P-~S~ D RESERVE SITE SCALE: 1" GARNESS ENGIiNiEERING GROUP, iLtd. CONSULTANTS & GENERAL CONTRACTORS 3701 E. TUDOR ROAD, SUITE 101 * ANCHORAGE. AK 99507 * PHONE (907).337-6179 * FAX (907)538-5246 * WEBSITE: w~ew.gome~englneeHng.com PREPARED FOR: [PHONE NUMBER: [ PAGE NUMBER: WALLY W/ WALLACE HOMES I 2.30-9199 2 OF 2 LEGAL DESCRIPTION: DRAWN BY: T13N, R1E, SEC 10. S2, SW4, SW4, NW4 I PNB TYPE OF WORK: JDATE~5/12/11 INITIAL SEPTIC DESIGN (Rev. 01/05) G.ARNESS ENGINEERING GROUP, Ltd. .............. CONSULTANTS & GENERAL CONTRACTORS ;$701 E. TUDOR ROAD, SUITE 101 * ANCHORAGE, AK. 99507 * PHONE: (907)557-6179 * FAX: (907)33B-3246 * WEBSffE: gornessengineerlng.com [SOIL LOG - PERCOLATION TEST[ LEGAL DESCRIPTION: T15N, R1E, SEC 10, S2, SW4, SW4, NW4 PERFORMED FOR: WALLY W/ WALLACE HOMES DATE: 4/29/11 CE- ORGANICS TEST HOLE #1 SOIL CLASSIFICATIONS SOILS LOGGED BY: COMMENTS:. GM TO SM w/ LARGE COBBLES & BOULDERS (MORE SILT WITH DEPTH) GW GP OC SW SP SH SC ORG ML CL GL MH CH OH DEPTH TO GROUNDWATER DATE DRY 4/20/2011 DRY 4/29/11 SCALE: I 1" = 100' SEE ATTACHED SITE PLAN DATE READING CLOCK NET TIME WATER LEVEL NET DROP TIME (MINUTES) READING (INCHES) 4/25/11 1 2:20 - 6,, _ 2 2:26.5 6.5 0" 6" 5 2:26.5 - 6,, _ 4 2:54 7.5 0" 6" 5 2:54 - 6,, _ 6 2:41.5 7.5 O" 6" PERCOLATION RATE 1.25 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES TEST RUN BETWEEN 5 FT. AND 6 FT. A FOUR HOUR PRESOAK WAS PERFORMED: · YES [] NO JODY MAUS PERCOLATION TEST PERFORMED BY: ROB CAMPBELL PERFORMED BY GEG, Ltd. l, JEFFREY A. GARNESS, CERTIFY THAT THIS WA.S~/PER~-ORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: I.~/i'"~/iI GARNESS ENGINEERING GROUP, CONSULTANTS & GENERAL CONTRACTORS 5701 E. TUDOR ROAD, SUITE 101 * ANCHORAGE, AN. 99507 * PHONE: (g07)357-6179 * FAX: (907)3.38-3246 * WEBSffE: gomessenglneering.com I$OIL LOG - PERCOLATION TEST] LEGAL DESCRIPTION: T13N, R1E, SEC 10, S2, SW4, SW4, NW4 PERFORMED FOR: WALLY W/ WALLACE HOMES DATE: 4/29/11 ORGANICS TEST HOLE #2 SOIL CLASSIFICATIONS GM TO SM W/ I_ARGE COBBLES & BOULDERS (MORE SILT WITH DEPTH) GW ~ ORG GP ML Ch1 CL GC OL SW MH SP CH SH OH SC DEPTH TO DATE GROUNDWATER DRY 4/20/2011 DRY 4/29/2011 SCALE: I I 1" = 100' SEE ATTACHED SITE PLAN PERCOLATION RATE 2.22 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 5 FT. AND 6 FT. A FOUR HOUR PRESOAK WAS PERFORMED: · YES [] NO SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: ROB CAMPBELL COIflMENTS: PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS, PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: DATE READING CLOCK NET TIME WATER LEVEL NET DROP TIME (MINUTES) READING (INCHES) 4/23/11 1 2:17 - 6,, _ 2 2:27 10 1.5" 4.5" 5 2:27 - 6,, _ 4 2:57 10 1.5" 4.5" 5 2:57 - 6,, _ 6 2:47 10 1.5" 4.5" 7 2:47 - 6,, _ 8 2:57 10 1.5" 4.5" 9 2:57 - 6,, _ 10 ,3:07 10 1.5" 4.5" 11 5:07 - 6,, _ 12 5:17 10 1.5" 4.5"