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Home My WebLink AboutKNIK HEIGHTS BLK F LT 1~~~1~ LoT .~- ._ o/ MUNICIPALITY OF ANCHORAGE On -Site Water & Wastewater Program PO Box 196650 4700 Elmore Road Anchorage, Alaska 99519-6650 Phone: (907) 343-7904 Fax: (907) 343-7997 http://www.muni.org/onsite On -Site Wastewater Disposal System Permit Permit Number: OSP251172 Work Type: Septic Upgrade Tax Code Number: 01737101000 Site Legal Address: KNIK HEIGHTS BLK F LT 1 G:2836 Site Mailing Address: 12800 SHELBURNE RD, Anchorage Owner: CANNON JONATHAN & HOLLY Design Engineer: FIRST WATER CONSULTING This permit is for the construction of: Effective Date Expiration Date: Lot Size in Sq Ft: Total Bedrooms: 0,.o �r. DeparttncIIt 6/13/2025 6/13/2026 43500 0 Disposal Field Q Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage All construction shall 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 shall notify the Development Services Department per AMC 15.65. Provide notification by calling (907) 343-7904 (24/7). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather shall be either: a. Opened and Closed on the same day, or b. Covered, sealed, and heated to prevent freezing Received By: ('� Date: Issued By: Date:"" t MUNICIPALITY OF Development Services Department On -Site Water & Wastewater Section ON -SITE SEPTIC/WELL PERMIT APPLICATION Parcel 1. D. 0 17-371 -01 Property owner(s) JONATHAN & HOLLY CANNON Day phone Mailing address Phone: 907-343-7904 12800 SHELBURNE ROAD, ANCHORAGE, AK 99516 Site address 4550 FAIRMONT ROAD, ANCHORAGE, AK 99516 Legal description KNIK HEIGHTS BLOCK F, LOT 1 Number of Bedrooms 5 Engineering Firm FIRST WATER CONSULTING Building Permit Number Not Applicable RN APPLICATION IS FOR: APPLICATION IS AN: (X all that apply) Absorption Field RX Initial R Septic Tank El Upgrade El Holding Tank R Renewal ❑ Privy ❑ Well ❑ THIS APPLICATION INCLUDES A WAIVER REQUEST FOR: 0 Permit/Rush Fees: Date of Payment 0 % S Permit No. u a I 1 Waiver Fees: Date of Payment: Waiver No. Distance: 13030 Sues Way, Anchorage, AK 99516 907-350-9566 / firstwaterAK@gmail.com ! !! June 11, 2025 Municipalities of Anchorage On-Site Water & Wastewater Program 4700 Elmore Road Anchorage, AK 99507 RE: SEPTIC SYSTEM UPGRADE PERMIT LEGAL: KNIK HEIGHTS BLOCK F, LOT 1 The property owner is planning on installing an ADU / Shope and has requested we obtain a permit to upgrade septic system of the above referenced lot per the attached design. We propose to install one deep trench and 1500-gallon deep-burial HDPE septic tank to serve the existing 4- bedroom residence and 1-bedroom ADU. The design is based on the recent test hole conducted on May 16, 2025. No groundwater was observed at test hole excavation or monitoring. The slopes are 13 -18% at the proposed upgrade location. The lot and area are served by private water. The design will not impact any of the neighboring properties. Please contact us if you have any questions. Sincerely, Curtis Huffman, P.E. Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP251172, Curtis Townsend, 06/13/25 FIRST WATER CONSULTING KNIK HEIGHTS BLKCF LT 1 DESIGN CALCS: NO SLOPES >25% WITHIN 50'OF PROPOSED FIELD. STAKE PROPERTY LINES, WELL RADII, ESMTS, OR OTHER SEPARATIONS... PRIOR TO CONST. NO WELLS WITHIN 100' OF PROPOSED SEPTIC SYSTEM. Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP251172, Curtis Townsend, 06/13/25 FIRST WATER CONSULTING NO WELLS WITHIN 100' OF PROPOSED SEPTIC SYSTEM. DESIGN DETAILS: KNIK HEIGHTS BLKCF LT 1 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP251172, Curtis Townsend, 06/13/25 3030 Sues Way - Anchorage, Alaska 99516 Tel. 907-350-9566 firstwaterAK@gmail.com SOILS LOG - PERCOLATION TEST LEGAL : KNIK HEIGHTS BLOCK F, LOT 1 PERFORMED BY: FWC - I CURTIS HUFFMAN CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE & MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: 6/3/2025 DEPTH FEET OG SOILS 1 2 ORG/OL 3 4 5 6 GM/gp-SP 7 8 9 10 11 12 13 14 15 16 17 18 19 BOH 20 Reading Date Gross Time Net Time Depth to Water Net Drop 5/16/25 10 min 6” 4 7/16” “ 6” 4 8/16” “ 6” 4 7/16” “ 6” 4 6/16” “ 6” 4 5/16” “ 6” 4 5/16” PERCOLATION RATE 2 (MIN / INCH) TEST RUN BEWTWEEN 6 & 7 FT PERC HOLE DIAMETER 6” PRE-SOAKED PRIOR TO TEST & ALL READINGS TO THE 1/16TH. GROUND WATER ENCOUNTERED: NO IF YES, AT WHAT DEPTH: NA DEPTH TO WATER AT MONITORING: DRY DATE: 5/29/2025 TESTHOLE # 25-1 DATE PERFORMED: 5/16/2025 SEE SITE PLAN FOR SLOPE & LOCATION COMMENTS: VERIFY GROUNDWATER MT AT TIME OF CONSTRUCTION PERFORMED FOR: JOHN & HOLLY CANNON 06/03/25 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP251172, Curtis Townsend, 06/13/25 WOOD DECK CONCRETE BUILDING STAIRS ASPHALT DRIVEWAY FENCE EDGE OF GRAVEL EDGE OF ASPHALT FOUND REBAR NATURAL GAS METER WATER WELL SEWER STANDPIPE ELECTRIC METER RECORD INFO 3230 C Street, Suite 201 Anchorage, Alaska 99503 PHONE: (907) 272-5451 FAX : (907) 272-9065 http://www.LOUNSBURYINC.com Certificate of Authorization No. AECC391 DATE: SHEET: FIELD BOOK: DWG NAME: DRAWN: CHECKED: GRID: JANUARY 18, 2024 OF MISC. 10 Cannon(20231104)_AB KYF JWV SW2836 SCALE:1" = 30' 1 1 MUNICIPALITY OF ANCHORAGE PROJECT LOCATION: STATE OF ALASKA AS BUILT SURVEY LOT 1 BLOCK F KNIK HEIGHTS LOCATED WITHIN THE NW 1/4, SEC. 27, T12N, R3W, S.M., ANCHORAGE RECORDING DISTRICT, THIRD JUDICIAL DISTRICT, ANCHORAGE ALASKA PLAT No. P-452A 12800 SHELBURNE RD SURVEYOR'S CERTIFICATE DATE I, JOSHUA W. VARNEY, PLS-106379, HEREBY CERTIFY THAT I AM A REGISTERED PROFESSIONAL LAND SURVEYOR IN THE STATE OF ALASKA AND THAT THIS AS-BUILT REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECT SUPERVISION, AND THAT THE MONUMENTS SHOWN ON THE PLAT ACTUALLY EXIST AS DESCRIBED, AND THAT ALL DIMENSIONAL AND OTHER DETAILS ARE TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE. JOSHUA W. VARNEY, PLS-106379 LEGEND Joshua W. Varney No. 106379 R E GISTEREDPROFESSION A L L A N D S URVEYOR NOTES THE BASIS OF BEARINGS ARE BASED ON THE ANCHORAGE 2015 LDP, A LOW DISTORTION PROJECTION DEVELOPED IN 2015 BY THE STATE OF ALASKA DOT&PF CENTRAL REGION SURVEY SECTION. 1/18/24 1/18/24 GRE ,ER ANCHORAGE AREA BOR,,dGH Department of Environmental Quality 3330 C Street Anchorage, AJaska ggs03 INSPiicTioN REPORT ON-SITE SEWAGE DISPOSAL SYSTEM LOCATION LEGAL DESCRIPTION .... SEPTIC TANK: DISTANCE FROM W E L L/~oT J~" INSIDE LENGTH MANUFAC1URER.. .2-x. , _MATERIAL COMPARTMENTS INSIDE WIDTH LIQUID DEPTH .... LIQUID CAPACITY/~'_?GAI_LON$. TILE DRAIN FIELD: ! AI3SORPTION AREA ~_~() SQ. FT. LENGTH OF EACH LINE ~ ~ t DEPTH OF' FILTER I DEPTH: TOP OF TILE TO FINISH GRADE /7/ MATERIAL BENEATI-i TILE -~' ___I'I~"ABOVE TILE ~ IN. WELL: BUILDING FOUNDATION CESSPOOL_ __ APPROVED . _ CONSTRUCT ION DEP FH NEt\RES F NEAREST SEPTIC SEEPAGE LOT LINE SEWER LINE , TANK , SYSTEM OTI-IER SOLJRCES DISAPPROVED ......... REMARKS DISTANCE FROM: DISTANCES: INSTALLED BY: SEWER LINE DEPTH: LOT SLOPE: REMARKS: DIAGRAM OF SYSTEM Form LQ-D32 PEI:~i:i'i.i]T NO. I... 0 CICi 1' ]' (]iN 1'11J I:::' F: t'q I:':t J",J t:.~iI) Iii!ij:;ilOl..ll'.,j[:: I:::l["~lJ) 'lll'llii!i ];:"lil]Jl"lllOl"[ OI:c 'fl'ii:{ Jiiii',:':',(ii:l:::l:',::Fl"il]i(ilJi"~J ::]illJ~"l 'IiJ"iE (iiil:;i'.Fl:',"l}il.. i]i:'(iiil:::"l'l'l i[i!ii] lJ'j'~lliiil II'1]ii"'li[l"lI. Jl':l I)li!!l::;:"ftl OF' (]l:'~:l:::I:',':li~il.. [!!"li!ii'["l.'.llii!il!!ilN 'T'['"lllill OLJ'I"I:::'I:::II..I.. F:t["IIi;:: 'll':l[{:i liii"ll)'J' FOi"i OJ:::' "l'!'ll}] I X:':',CFXlI:/I:::IT i!Z ON ':i )] I":1 t::'tJi{I!SYl' ). ]:ii':iU~l]].:l':;iJ::: ]i I...i.. ii] J",l(iii IZq:::' I:::lNh': '.iiii:':'l}!{fl !"J~iJ"l I'-t iii 'l"l'J('illl.l"i' I:::' i[ J:"ll:::ll.l ill I'"liiiilPl:::X~:"l" ][ ON I:::ll'"lll) I:::II:::'F'I:~iO:',':I::Ill. liii::?I '1"1"1 i!Z il) li~il::'l::lj:;ii'lll''lh!it'"ilj' ll:ll i[ [.t.l t~',t~il :E:t.lE~',..iiiiii)]]i:'l 'llIZ~]l I:::'l';: Z i~! IT iii 'T' i!' 'Zi II ::.. Il II] .... F::" B-,.'i'.'. l(]Z~ It":"[I ~ii]] '.ii}Ei;: '.iiii!iill Ji....li tE!!!i]; F:::': Ii!!{{ [i::;:R: [tlq[ i]Jll] II· ~,,,:,,~ IF;::l~ iJ ]]111 iC::'~ IF::::' Iii :il]il !j:;i~ Iii] ]iti li~..,!j JJi!~i!]] ~l .......... Jim Emme! F X Knik Hts 5-14 4 ft GM GW All sediments were loosely eompaeted with a low water content. The GW had a high coarse sand content and a low clay content. Cobble and boulder content was moderate, No GWa~ 85 sq, £~./ bdrm 16 f~, /Dercco 6~ _ M~y 16 1977