The URL can be used to link to this page

Home My WebLink AboutT12N R4W SEC 10 LT 17 S2TI2N R4W 10 Lot 17 52 #011-161-20 Permit Number: Tax Code Number: Work Type: Permit Effective Dates: Design Engineer: Subdivision: Site Legal Address: Owner/Address: On-Site Wastewater Disposal System Permit OSP151126 01116120000 Se~ic May 26,2015 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 May 25, 2016 GARNESS ENGINEERING GROUP LTD T12N R4WSEC 10 T12N R4WSEC 10 LT 17 S2 G:2324 PERRINS STEVEN H & DENISE E PO BOX 221267 ANCHORAGE AK 995221267 Site Mailing Address: Lot Size in Sq Ft: 39439 Total Bedrooms: 2 This permit is for the construction of: Y Disposal Field Y Septic Tank N Holding Tank N 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 houm prior to each inspection. Provide notification by calling (907) 343-7904 (24 houm). 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. MUNICIPALITY OF ANCHORA BMITTAL Community Development Department ~ M/~¥ ~ 4 2015 Development Services On-Site Water & Wastewater Program Mayor Dan Sullivan Phone: Fax:907-343-7997 On-Site Sewer/VVell Permit Application For A Single Family Dwelling Parcel I.D. 011-161-20 Property owner(s) STEVE & 'DENISE PERRINS Mailing address 6654 MCGILL WAY *ANCHORAGE, AK 99502 Site address NHN JADE STREET *ANCHORAGE~ AK Day phone 230-6093 Legal description (Sub'd, Block& Lot)T12N, R4W, SEC 10, LOT 17, S2 Legal description (Township, Section & Range) Lot Size Sq. Ft. Number of Bedrooms 2 APPLICATION IS FOR: ( [~[ that apply) Absorption Field [] Septic Tank [] Holding Tank [] Privy [] Private Well [] Water Storage [] APPLICATION IS AN: Initial [] Upgrade [] Renewal [] TYPE OF DEWELLING: Single Family (SF) [] (w~vo ADU) Duplex (D) [] Multiple Dwellings [] (SF and/or D) THIS APPLICATION INCLUDES A VARIANCE/WAIVER REQUEST FOR: N/A Distance: - I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal codes. GARNESS ENGINEERING GROUP, Ltd. (Signature of property owner or authorized agent) Permit/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 : ~* *~*~'~ '~ ~ CIVIL & ENVIRONMENTAL ENGINEERS ~ May12,2015 Municipality of Anchorage Development Service Department On-Site Water & Wastewater Program 4700 Elmore Road Anchorage, AK 99507 Ref: Proposed Septic System Design for T12N, R4W, Sec 10, Lot 17, S2 To whom it may concern: The referenced lot is currently vacant and the homeowner is proposing to construct a two (2) bedroom house on it. The house will be served by a private septic system and public water (AWVVU). We are proposing to install a new 1,000 gallon septic tank and a deep trench type drainfield (per the request of the owner the drainfield is sized for six (6) bedrooms). Two testholes were excavated on the property. The drainfield will be designed around the 30 foot radius of testhole #2. Comments regarding the design are summarized as follows: 1. SOILS: See the attached 2004 logs which show the soil classifications, groundwater~ monitoring, and the percolation test results. The soil percolated at faster than a minute an inch and was visual classified as a GP/SP. A grab sample of the material was collected and shown to Jay Crewdson, P.E. in order to receive a verbal approval to use the in-situ soil as a sand filter. He requested that we provide justification as for why the insitu soil will serve as a sand filter. Justifications for allowing the in-situ soil to be used as the sand filter are as follows; · There is enough sand in the material to fill the pore spaces between the gravel. · It appears that the soil is mainly sand. · Per neighboring driller logs the soil strata in the area consist of mainly silty sand and clay and some gravel 2. DRAINFIELD DESIGN: See attached design drawing for drainfieid specifications. 3. SURFACE WATERS: There are no surface water concerns. 4. TOPOGRAPHY: As can be seen on the attached site plan/topography drawing (page 1 of 2), the average topography around the proposed drainfield is fiat. 3701 East Tudor Road, Suite 101 *Anchorage, Alaska 99507-1259 Phone: (907) 337-6179 * Fax: (907) 338-3246 * Website: www.gamessengineering.com Page 2 of 2 We are unaware of any adverse impacts this installation would have on adjacent wells or septic systems. If you have any questions, please contact us at 337-6179. Thank you for your a~,sistance. /I 3701 East Tudor Road, Suite 101 * Anchorage, Alaska 99507-1259 Phone: (907) 337-6179 * Fax: (907) 338-3246 * Website: www. garnessengineering.com T12N, R4 SECTION 10; LOT 1.3, E2 T12N, R4 SECTION 10; LOT 16, N2 SECTION 10; LOT 16, S2 WEST 86 AVENU WOODS SUSD~WS~( \ LOT 1 \ \ SECTION 10; LOT 12, W2 VIANDENBURG SUBDIVISION I LOT 3 D~ SUBDIVISION WAN ENBURO ~ LOT 4 I L '~ ---._~. T12N, R4 SECTION 10; LOT 17, N2 \ \ 150' WELL P. ADIUS ' I T12N, R4 I SECTION 10; LOT 28, n2! c~ ~' /~ / HALLS SUBDIVISION i I LOT 2 I I~ ~ I I HALLS SU~BIV,S~ON\/I I ...... IL/- T12N, R4 SECTION 10; LOT 18, N2 I' \ WELL T12N SECTION IO;1LOT 18, S2 / / / / / \ \ RELO VERIFY WELL lAND SEPTIC LOCATIONSI T12N, R4 SECTION 10; LOT 27, N2 T12N, R4 SECTION 10; LOT 27, S2 GARNESS ENGINEERING GROUP, SITE PLAN 12/15 f, i PRIMARY DESIGN CRITERIA:\ RESERVE DESIGN CRITERIA: ! GEG, Ltd. BAS A B PAGE SPECIFICATION I -- gE-R-ER THAT PERTAINS TO THIS DESIGN. NUMBER OF BEDROOMS: 2 (D.F, SIZED FOR 6), NUMBER OF BEDROOMS: 2 (D,F, SIZED FOR 6) TO OBTAIN A COPY OF THE LEFFER GALLONS PER BAY (GPB): 900 GALLONS PER DAY (GPD): 900 CONTACT GEO. BY PROCEEDING FORWARD PERCOLATION RATE/S: <1 men/inch PERCOLATION RATE/S: <1 Tin/inch WI~H THIS INSTALLATION, THE ENGINEER, PROPOSED APPLICATION RATE: 1.0 GPD/F"~ PROPOSED APPLICATION RATE: *B,O GPD/F'~ WELL DRILLER, CONTRACTOR AND MINIMUM BRAINFIELO SQ.FT.: 900 FEET~ MINIMUM DRAINFIELD SQ.FT.: 150 FEET~ PROPEEqY OWNER .~REE THAT THEY *CATfll ADVANCED TREATMENT SYSTEM HAVE READ THESE SPECIFICATIONS AND DRAINFIELD DESIGN: DRAINFIELD DESIGN: AGREE TO ACCEPT THE TERMS AND ~ CONDITIONS OUTLINED. ~AXIMUM DEPTH OF EXCAVATION: 9 FEET MAXIMUM DEPTH OF EXCAVATION: 9 FEET WIDTH: 2.5 FEET WIDTH: 2.5 FEET 0 LENG'PH: 2 ~, 45 FEET = 90 FEET LENGTH: 15 FEET M.O.A. APPROVED SAND FILTER: IN-SITU ~AND ~.O.A. APPROVED SAND FILTER: IN-SITU SAND EFFECTNE: 5 FEET EFFECTIVE: 5 FEET ACTUAL SQ,ET.: 900 FEET~ AOTUAL SQ.ET.: 150 FEET~ X \ xx'~- PROPOSEN~D, / RIGHT-OF-WAY EASEMENT ' DRAINFIELD W. 86TH AVENUE \ ~ ,~ NOTE: THE CONTRACTOR SHALL HAVE THE SOUTH J ,~ T12N, R,~ ROW EASEMENT, AND ALL I B~A~E: SECTION I0; LOT 28, n2 WELL RADII FLAGGED BY A I ~ ~ REGISTERED LAND SURVEYOR ~"= 40' PRIOR TO CONSTRUCTION. / 150' WELL RADIUS o I GARNESS ENGINEERING GROUP, Ltd . . · PREPARED FOR: IPHONE NUMBER: PAGE NUMBER: STEVE AND DENISE PERRINSI 250-6095 2 OF 2 n. pE of WORK: DATE~/1 2/1 5 ,.. INITIAL SEPTIC SYSTEM DESIGN GARNESS ENGINEERING GROUP, Ltd. [SOIL LOG - PERCOLATION TEST] LEGAL DESCRIPTION: T12N, R4W, SEC. 10; LOT 17, S 1/2 PERFORMED FOR: STEVE PERRINS DATE: 6/8/2004 ORGANICS ITEST HOLE #21 ML/LOAM SOIL CLASSIFICATIONS ORG ML CL OL MH CH OH SC GP/SP DEPTH TO GROUNDWATER DATE DRY 6/5/2004 DRY ~6/1¢/2004 SOILS LOGGED BY: COMMENTS: DATE READIN( CLOCK NET TIME WATER LEVEL NET DROP TIME (MINUTES) READING (INCHES) 6/7/2004 ........ ......... .................... PERCOLATION RATE <1 (MIN,/INCH) PERC. HOLE DIA, 6 (INCHES) TEST RUN BETWEEN 5.0 FT. AND 5.5 FT, A FOUR HOUR PRESOAK WAS PERFORMED: ~YES [~NO JODY MAUS PERCOLATION TEST PERFORMED BY: ROB CAMPBELL PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS_~ERF¢RMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: $/¢$/~ GARNESS ENGINEERING GROUP, Ltd. JSOIL LOG - PERCOLATION TEST] LEGAL DESCRIPTION: T12N, R4W, SEC. 10; LOT 17, S 1/2 //CE-795,.~ PERPORMED FOR: ' :RRrNS OATE: 6/8/2O04 DEPTH ~ ORGANICS (fe~O 'i-'~,._~ JTEST HOLE ~I] ~.~ SOIL O~SSIFIOATIONS ~PT~O ~i ---,-- ....... GP HL ~..: .:~ GM CL t~t~,~p[ ~'1 -, ~,e . ~ ~ SW ~ NH / .-~ :~f~:..~ /, , :t....':~:~', DEPTH TO ~" PROPOSED J~%x 7 -- :..E;: ~ ~ DATE ~t3,:~% GROUNDWATER -.:~.::~, BRY 6/5/2004 / ':< ~;~* 6/14/2004 / 9- ~'~7~:?:~ DRY .~ _ --.- ~ ~ i SIT~ , LAN ('i ~ =~oo.~ ..~'::~q""~',. . ~ CLOCK NET TINE WATER LEVEL NET DROP 11 --::~':-~ DATE READING ;,~.:~,:,%, TIME (MINUTES) READING (INCHES) ':~ i;:'~ ~' 6/7/2004 ,'. -~.- ?: ~':"'.,:~, , ,', ......................... - .......... ~-. 4 -- ':~:~';'~ %%: ~; .~ ~ ~,, ....... _-"'- ....................................~¢S~~ ,,.::.,:..,, ......................... ~;;':,~v -"-'~ ............................. 15~ ........................ ' ..... B.O,~, ~ PERCOLATION RATE <1 (HIN./INCH) PERC. HOLE DIA. 6 (INCHES 19~ TEST RUN BETWEEN 5.0 FT. AND 5.5 FT, 20 ~ ~ A FOUR HOUR PRESOAK WAS PERFORMED: ~ YES ~ NO SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORHED BY: ROB CAMPBELL COHHENTS: PERFORMED BY 6EG, Ltd. I, JEFFR~ A. GARNESS. CERTI~ THAT THIS WA~/PESFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: DEPTH TO GROUNDWATER DATE DRY 6/5/2004 DRY 6/14/2004