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Home My WebLink AboutHILLSIDE NORTH #7 BLK 5 LT 1Hillside North #7 Block 5 Lot 1 #041-021-75 V) m ::E 0 V) C/) 0 m X K > rrl 0 Z m rrl K M Amid 0 0 ca (A m 0 M 61) C/) MO Zju Q m 7,�o 0 0 z C) 7 .0, L71 m 0 m rT C) ->< x Ci x m 0 x Permit Number: Tax Code Number: Work Type: On-Site Water & Wastewater System Permit OSP161156 O4102175000 WellSeptic 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 Permit Effective Dates: June 28, 2016 to June 28, 2017 Design Engineer: GARNESS ENGINEERING GROUP LTD Subdivision: HILLSIDE NORTH #7 Site LegalAddress: HILLSIDE NORTH #7 BLK 5 LT 1 G:2043 Owner/Address: KREPS KEVIN W & LYNDA L 8580 BROOKRIDGE DR ANCHORAGE AK 995044193 Site Mailing Address: Lot Size in Sq Ft: 405979 Total Bedrooms: 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 By:~~ Issued MUNICIPALITY OF Community Development Department ~,,~ '~//-'~._h_Phone.~.9~2'~3-7904 Development Services ~ ~ 343-7997 On-Site Water & Wastewater Program Mayor Dan Sullivan On-Site Sewer/VVell Permit Application For A Single Family Dwelling Parcel I.D. 041-02-175 Property owner(s) BRIAN MILLER Day phone 251-5828 Mailing address 7915 PORT ORFORD DR. *ANCHORAGE, AK 99507 Site address NHN MIDDLE ROCK ROAD *ANCHORAGE~ AK Legaldescription (Sub'd, Block&Lot) HILLSIDE NORTH #7; BLOCK 5, LOT 1 Legal description (Township, Section & Range) Lot Size Sq. Ft. Number of Bedrooms 4 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DEWELLING: ( [~;~11 that apply) Initial [] Single Family (SF) [] Absorption Field [] (w/wo ADU) Septic Tank [] Upgrade [] Renewal [] Duplex (D) [] Holding Tank [] Multiple Dwellings [] Privy [] (SF and/or D) Private Well [~] Water Storage [] 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: (0 I' h Receipt Nur ber: C)'5 Permit .o. 0 S P 1 0115 I~ Waiver Fees: Date of Paymer~: Receipt Number: Waiver No. (Rev. 0~/~) June 9,2016 Municipality of Anchorage Development Service Department On-Site Water & Wastewater Program 4700 Elmore Road Anchorage, AK 99507 Ref: Proposed Septic System for Hillside North #7; Block 5, Lot 1 To whom it may concern: The subject lot is vacant. The property owner is proposing to build a four (4) bedroom home that will be served by a private well and septic system. We are proposing to install a new 1250 gallon septic tank and deep trench type drainfield. Two testholes were excavated on the property and the drainfield is designed around the 30 foot radius of testhole #2. Comments regarding the design are summarized as follows: 1. SOILS: See the attached 2016 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: See the attached 40 scale design drawing which shows topography. The average topography around the proposed drainfield is 17%. There is a cutbank towards the west property line, however, the proposed drainfield is >50 feet away from the cutbank. 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 assistance. jeffre/'~/ Presi~'E I, P.E., M.S. 3701 East Tudor Road, Suite 101 * Anchorage, Alaska 99507-1259 Phone: (907) 337-6179 * Fax: (907) 338-3246 * Website: www.garnessengineering.corn HILLSIDE NORTH ~7; I~CT C 100' WELL RADIUS DOES NOT ENCROACH ON THE PROPOSED SEPTIC SYSTEM HILLSIDE NORTH ~7; BLOCK 5, LOT 1 1" = 100' HILLSIDE NORTH #7; LOT 6 I \ / / NORTH 1~7; BLOCK ~-, LOT 1 HILLSIDE NORTH #7; BLOCK 5, LOT 2 100' WELL RADIUS DOES J NOT ENCROACH ON THE PROPOSED SEPTIC SYS1EM GARNESS ENGINEERING GROUP, Ltd CIVIL & ENVIRONMENTAL ENGINEERS PREPARED FOR: BRIAN MILLER LEGAL DESCRIPTION: HILLSIDE NORTH ~7; BLOCK 5, LOT 1 3YPE OF WORK: SITE PLAN 6 NUMBER OF BEDROOMS: ~- GALLONS PER DAY (GPD): 600 PERCOLATION RATE/S: 5.2 ~¢ 8.6 =ROPOSED APPUCATION RATE: 0.8 ~IINIMUM DRAINFIELD SQ.FT,: 750 FT~ ~RAINFIELD DESIGN: MAXIMUM DEPTH OF EXCAVATION: 10 FEET WIDTH: 2.5 FEET LENGTH: 55 FEET EFFECTIVE: 7 FEET ACTUAL SQ.FT.: 770 FT~ LETTER THAT PERq'NNS TO THIS DESIGN. TO OBTAIN A COPY Of THE LETTER CONTACT GEG. BY PROCEEDING FORWARD WITH THIS INSTALLATION, THE ENGINEER, WELL DRILLER, CONTRACTOR AND PROPERqY OWNER AGREE THaT THEY HAVE READ THESE SPECIFICATIONS AND AGREE TO ACCEPT 7HE TERMS AND CONDiTIONS OUTUNED. NUMBER OF BEDROOMS: 4 GALLONS PER DAY (GPO): 600 PERCOLATION RATE/S: 5.2 MIN/INCH PROPOSED APPUCATION RATE: 0.8 MINIMUM DRAINFIELD SO. FT.: 750 FI~ SITE DRNNFIELD DESIGN: MAXIMUM DEPTH OF EXCAVATION: 10 FEET WIDTH: 2,5 FEET LENCrH: 55 FEET EFFECTIVE: 7 FEET ACTUAL SO. FT.: 770 FT= PROPOSED ALTERNATE PROPOSED 100' WELL RADIUS PROPOSED 1250 GALLON SEPTIC TANK PROPOSED 30X60 4 BEDROOM HOUSE HOFFMAN, P,I~S. WTH LANTECH TESTHOLE LOCATIONS WERE PROFESSIONALLY SURVEYED IN BY SHANE HOLT, P.L.S. / / 'INSTALL FCO DURING HOME CONSTRUC310N OCATION OF 10' CUT TO ROAD DOUBLE CLEANOUTS GARNESS ENGINEERING GROUP, Ltd CIVIL & ENVIRONMENTAL ENGINEERS PREPARED FOR: I PHONE NUMBER: PAGE NUMBER: BRIAN MILLER 907~)251-5828 2 OF 2 LEGAL DESCRIPTION: DRAWN BY: HILLSIDE NORTH ~7; BLOCK 5, LOT 1 D.J.G. 3YPe OF WORK: DATE: ~. 40 SCALE SEPTIC SYSTEM DESIGN 6/27/2016 GARNESS ENGINEERING GROUP, Ltd CIVIL & ENVIRONMENTAL ENGINEERS~ [SOIL LOG - PERCOI_~TION TESTI LEGAL DESCRIPTION: HILLSIDE NORTH #7; BLOCK 5, LOT 1 PERFORMED FOR: BRIAN MILLER DATE: 5/17/16 ORGANICS/LOAM GW/GN ]TEST HOLE #1 ] SOIL CLASSIFICATIONS ORG ML CL OL MH CH OH SC DEPTH TO GROUNDWATER DATE DRY 5/17/2016 DRY 5/24./2016 SITE PLAN SCALE: DATE READING CLOCK NET TINE WATER LEVEL NET DROP TIME (HINUTES) READING (INCHES) 5/18/16 I 2:22 6" 2 2:52 30 2 1/8" 3 7/8" 3 2:52 6" 4 3:22 30 2 1/2" 3 1/2" 5 3:22 6" 6 3:52 30 2 1/2" 3 1/2" 7 3:52 6" 8 4:22 30 2 1/2" 3 1/2" PERCOLATION RATE 8.57 (MIN./INCH) PERC. HOLE DIA. (INCHES) TEST RUN BETWEEN 6 FT. AND 7 FT. A FOUR HOUR PRESOAK WAS PERFORMED: YES · NO [] SOILS LOGGED BY: DAVID GARNESS PERCOLATION TEST PERFORMED BY: ERIKWlDGER COMMENTS: PERCOLATION READINGS ARE WlTHIN1/16OFINCH. PERFORMED BY GEG, Ltd, I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PF::~FOF~MED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: GARNESS ENGINEERING GROUP, Ltd CIVIL & ENVIRONMENTAL ENGINEERS ISOIL LOG - PERCOLATION TESTI LEGAL DESCRIPTION: HILLSIDE NORTH #7; BLOCK 5, LOT 1 PERFORMED FOR: BRIAN MILLER DATE: 5/17/16 ORGANICS/LOAH GW/GM ITEST HOLE #2 I 80IL CLASSIFICATIONS ORG ML CL OL NH CH OH SC DEPTH TO GROUNDWATER DATE DRY 5/17/2016 DRY 5/2&/2016 SITE PLAN DATE READING CLOCK NET TINE WATER LEVEL NET DROP TINE ' (HINUTES) READING (INCHES) 5/18/16 1 2:20 6" 2 2:50 30 1/4" 5 3/4" 3 2:50 6" 4 3:20 30 1/4" 5 3/4" 5 3:20 6" 6 3:50 30 1/4" 5 3/4" PERCOLATION RATE 5.2 (HIN./INCH) PERC. HOLE DIA. 6 (INCHES TEST RUN BETWEEN 6 FT. AND 7 FT. i A FOUR HOUR PRESOAK WAS PERFORMED: YES · NO [] SOILS LOGGED BY: DAVID GARNESS PERCOLATION TEST PERFORMED BY: ERIKWIDGER CONHENTS: PERCOLATION READINGS ARE WITHIN 1/16 OF INCH. PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PER~:ORMi~D IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: 5/~¢/, ~