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Home My WebLink AboutMCKINLEY HEIGHTS #2 BLK 2 LT 7 ) Municipality of Anchorage Development Services Department . =: := ~... = :_ Building Safety Division - - - On-Site Water & Wastewater Program, 4700 South Bragaw St. ~'~"~ P.O. Box 196650 Anchorage, AK 99519-6650 '~ www.ci.anchorage.ak.us (907) 343-7904 Page 1 of 3 On-Site Wastewater Disposal System and/or Well Inspection Report Permit Number:.. SW050045 PID Number:. 051-251-74 Name: TOBIN THOMAS Wastewater System: · New D Upgrade Addre~e: 1005 WEST 30TH AVE. ~6' ANCHORAGE, AK* 99503 ABSORPTION FIELD Phone: No. of Bedrooms: (907) 561-2269 4 · Deep Trench r-i Shallow Trench ri Bed f'tMound r'tOther LEGAL DESCRIPTION ~' "~"'; o.8 ~o/~. ,~ '~' ~' '~" °"~'"~4.5°~';UAX Block: Let: Subd~vlslon: Doeth to plF~ I~ttom Worn er~l grade: Gms4 ~pth bene~h I~: 2 7 McKINLEY HEIGHTS #2 O.SB r~ 3.62 Township: Range: Section: Ira ~le4 ~ ~-~ g~de: ~ - - - SEE DWG. r~ 92 WELL: · New l-1 Upgrade 5.0-t- r~ II - ~ (pn~te, ~,B,C): Tml ~ ~ T°I~ BeD~ Total a~eor~tJelt ama: P~pe PRIVATE 223 ~ 17 ~ 868 s~.r~ D 3054/ F-810 HEFTY DRILUNG 7/2-8/2003 95 r~ OWNER 8-10/200.3 1.0 cma UNKNOWN ~ 3.0 ~ TANK SEPARATION DISTANCES I Septic a Holding n S.T.I:.P. n Other T~m~'"~STeaPnt~k¢ AbSF~m~dflon Uft HoldZng Pubfl¢/P~v~ta I~m~f~.tu,, Station Tank s.., u... PRE-CAST 1250 Well 100'+ 100'+ - - 25'+ CONCRETE 2 Sa,aaa War,, 100'+~00'+ - - - LIFT STATION Lot LJne 5'-t- 10%1- -- - -- s~ze ~, ~o1~: I J Foundation 5'+ 10'*~ -- -- -- %rap On' ke~d et: ~ot: rlgh .eter elam et: Remarks: OWNER WILL NOT BE BUILDING HOUSE BENCH MARK UNTIL SUMMER OF 200~o BOTTOM OF SEPTIC TANK IN ST1 REDUCTION FACTOR -- 0.53 91.86 r~ Inspections performed by:, 2nd 5/10/2003 {~,~ 1/. Cn-7953 ..' ,~ Development Servic1~s Department Approval AS-BUILT DRAWlNG SW0;50045 051-251-74 - --]-- .... ,o' ~ ~ ~ Rh~NBO~ '::,%~, - ~ ~~ s~ NO~: ~E SO~H~ ~:Nv I~.~ ~B~ PROPER~ CORNERS ARE N~ 1~50 THE SWING-~E k;;" $-~ I ~ CONCR~ S~C INFORMATION W~ ~.!'~ X X ' A B j OBTAINED mO~ ~ L~.'~~ ~-BUILT DONE BY ~RK f']~'V.'~ :~ ~ ~ J ~1 211 17~ J (S~E A~ACH~) ~,~ :'~J ~ ~[ I DBL1 209.5 187 J ~~ ~ ~ IoB~ 209 ~/ I ~' ~ C01 224.5 177.5, ~PO' ~ ~ ~1 222.5 176.5. /// co~ ~o2 ~2 ~2 201 259 , / / ~/~/2oo~ ................. ~J.O. '~" ,,o,~.~o~.~,,~,o,.~o~.~o,.~o~o,~,,,~,,.~,~,~.,~ ~' = ~o' i~ ~ ~ ..~ ~.~ .... .: ....... .~ PR~ ~R: PHON~ NUMBS: P~E NUMBS: TOBIN THOMAS (~07) 561-2269 2 OF 3 ~K[NLE~ .~.TS SUaO[V~S[ON ~ LOT 7, ~LOCK ~ ~,~ ..~ ........... '~ ~E OF WORK: AS-BUILT DRAWIHG OF WELL LOCATIOH AHD SEPTIC SYSTE~ UPGRADE A B ST1 211 173 ST2 210 181.4 DBL1 209.5 187 DBL2 209 1 B8 C01 224,5 177.5 MT1 222.5 176.5 C02 202 262 M'I'2 201 259 P M NUMBER: AS BUILT DRAWING P 0 ,D NUMBER: SW050045 -- 051-25'1-74 FINAL GRADE - 101.73 (AVO) TOP OF TANK AT--~ I= / -- ~--TOP OF TANK AT ,NLL'T- 96.75 ~/.~._.~ ~~..._...~.~ 0~- 96.57 ,ATN~N ,LETOF,, BgUsN.3O/ "CONCR~':.'TF'" SEPTIC TANK I ~--INVERT OF BUNG AT NOTE: ADDi'~ONAL F1NAL GRADING TO BE DONE IN THE BUMMER OF 2004 · X /-fiNAL GRADE - t. I! __, / 98.27-98.40 · / r- OR~C~aa. C~,~E - TH#2 , RL~ER FABRIC-~ / / 94.40 . HIGH POINT o I~- ~ ~-¥~,,o~ o~. /--RDATNE ELr'VATION OF I' 5' BOTIOM OF GROUNDWATER - 8.3.40 GROUNDWATER - 85.40 TRENCH - , 89.90 !---~---RELA'I~ ELEVATION OF BOTTOM OF IL.~HOLE -, 80.40 RELATlV~ E3.EVATION OF BOTTOM OF' ir.~lHOLE ,- B2.40 7/14/2005 A.J.O. ~ ~,~;." I/il --.I~,' ".'T',~O~ ALASKA WATER & WASTEWATER ,~: v~" ':~..~..~. . , ...... 5701 E. TUOOR ROAD. SUITE IOI · ANCHORAGE. AK ~q$07 · PHONE (907)~57417q · FAX (q07)558-~2~.6 HoTeS. ~' ":' : ...... " .... PREPARED FOR: PHONE NUMBER: PAGE NUMBER: ..~-~ .,~ .................... TOBIN THOMAS 561-2269 3 OF $ '~de ! ess.: '~ ,~c~O~,~ON: ~0~o~/". ICE-7~ .." ~E o~,,OR~: ~o,,,,~o~2~~ . PROFILE AS-BUILT OF NEW SEPTIC SYSTEM HEFTY DRILLING 3540 AKULA DRIVE ANCHORAGE, ALASKA 99516 (907) 345-0593. City/Boror¢~: } Subdivision/US!i: I Block I Lot [ VroperlyOwner. Narr~'& ^ddre~"~ }-J/N O rr'lo..S-io ' ' ': . ' . / . I/ I ~ C,L.k.9~ ¢09 Meridian .... Township ............ Range ...... Section ........ '.. ¼ of .......... ~'~'~ i ~ of" N,M3:27 OR .~. Elevation: .... .. STATE OF ALASKA "' ' . DEPARTMENT OV N^'rumu, m sotmcEs .' M mNO, t.A D, WAT£a mmROLOOm StmVEY, WATER WELL LOG.. . Drilling Started: "7 /~1.. /.~,Completed: 7 / ~-0.-_~3 i Drilling method: CI Air rotary, r'l Cable tool, Other "~ ...... Well.se: ri Public supply, Iq Domestic, lq Other ,~, .- -.. Depth ofhole: ~ fi, Casing sticlmp:..~ · fi i Casing,a,e: ( c ess . -,._.C i,cbes' Casing diameter: {o inches Casing depth. ) 7 ' fl" Liner type: Diameter: .inches Depth: ' -' ft · . Staticwater(grnmtopofca~i,lO: ~ ~7_fion' '1 '1 ..' Pumping level & yield: feet after .... hours at gpm . . Recovery rate: ~ gpm, Method of tes~ing:~ Development method: .... Duration: · '-.' ' '~' .. BOREHOr,E DATA: (from ground surface) Depth · Material: '" "e, Color & wetness I From [ T__q ~.: .Lo ta-.'law requlrm that :t copy of lifts well h~g Ne ~m Io INe Slulc of Alaska ~[n 45 ~. Faxe[u: acccm3hle. (AK s~s 38.05.020, 1.08.020, ~.15.020 a'. ~ ~gu~d~ I I ~C 93. I~). · [: DEPAR'rMENT OF NATU~L R~OURC~ MlnD~. Land & Water Hydrologic Su~ey ~ ~ ~0 W ?th Av~, Suite 900A ~ '."cbo~g~ AK 99501-3577 } Telepho,,, "?) 269-8639 and FAX (907) 562.1384 Well intake opening type: D Open end, ~. Open hole" 13 Screened; Sram Screen type: O Perforated;Start: Start: Note: Depth; from ft, to R, Stopped Slo~meshsize ft, Siopped. ft, Stopped Pump intake depth: ..... R Pump size bp, Brand name: Was well disinfected upon complgtion? .-:~Yes, D No Method o f disinfection: C ~ 10,~5........~. _ Driller comments/disclaimers: Well Driller Name Company Name: HEFTY DRILLING Mailing Address: 3540 AKULA DRIVE City: ANCHORAGE State: ALASKA Phone Number: 1-907-3~.,q593 Drillers Signature: .__Zip: 99516 Within the City of Anchorage, it is required that a copy of the well log be sent to the appropriate city of'rice within 60 days and that another copy of the well log be sent to the_,,.well/propeny owner within 30 days. Permit Number: _.~t.uq~--.~/)D '4 ~ Date of Issue: ""-~L.~/L~/~ Parcel Identification Number: t9 ~"./W~_S't -..~.~ Is well located at approved permit Iocalion? .,'.,l~Yes or 13 No MUNICIPALITY OF ANCHORAGE Development Services Department On-Site Water & Wastewater Program ~. 4700 South Bragaw Street P,O. Box 196650, Anchorage, AK 99519-6650 (g07) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT .... i~Itial Date Issued: Mar 14, 2003 Expiration Date: Mar 13, 2004 Permit Number: SW030045 ~rLegal DeScriPtion': MckinleY Heights #2 'Y-~ ~.. ~ 7 Design Engineer: 0041 AK Water & Wastewater Consultan' Owner Name: Tobin Thomas Owner Address: 1005 West 30th Ave #6 Anchorage, A 99503- Parcel ID: 051-251-74 Site Address: 1005 West 30th Ave #6 Anchorage AK Lot Size: 67685 SQ. FT, Total Bedrooms: 4 Permit Bedrooms: 4 This permit is for the construction of: [] Disposal Field ~-~ Septic Tank [] Holding Tank All construction must be In accordance with: · 1. The attached approved design. [] Privy Private Well [] Water Storage - 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 engineer must notify DSD at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 ( 24 hours ). ( Not required for a Water S6pplyPermit only ). 4. From October 15 to Apr!l 15, a subsurface soil absorption system under construction during freezing weather must be either: A,. Open and closed on the same day. B. Covered, sealed, and heated to prevent freezing. Received By: Issued By: Municipality of Anchorage Development Services Department Building Safety Division On-Site Water & Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage. AK 99519-6650 www.ci.anchorage.ak.us (907) 343-7904 Parcel I.D.. ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Permit Number ~"~/~00 ~"' Property owner(s) Mailing address (1) Mailing address (2) Legal description (Lot, Block & Sub'd.) LOT 7. BLOCK 2: Legal description (Section, Township & Range) TOBIN THOM^~ Day phone 1005 WEST 3013-1 AVENUE APPT ~6 * ANCHORAGE. AK Lot Size ,/~ '7'~ ~>F ,~'' Acre~ THIS APPLICATION IS FOR: Sewer Only ~]~ Sewer and Well Sewer Upgrade [] THIS PROPERTY CONTAINS: Hot Tub ~ Swimming Pool Therapy Pool [] 561-2269 Zip Code 99503 McKINLEY HEIGHTS SUBVISl0N ~2 Number of Bedrooms Well Only Water Storage Jacuzzi Water Softening Unit 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. ALASKA WATER &: WASTEWATER CONSULTANTS~ INC. Permit Fees:'~~Waiver Fees; Date of Payment: ,._'~ !1~[O~ Date of Payment: Receipt Number: ._'~~ Receipt Number: ALASI WATER & WASTEWATER CONSULTANTS, INC. March 3, 2003 Municipality of Anchorage Development Service Department Building Safety Division On-Site Water & Wastewater Program P.O. Box 196650 Anchorage, Alaska 99519-6650 Ref: Proposed Septic System for Lot 7, Block 2; McKinley Ileights Subdivision/t2 To whom it may concern: The proposed 4 bedroom house will be served by private well and septic system. The proposed well is to be drilled in the area shown on the attached site plan and design draxvings. Two test holes were excavated on the property in the area of the proposed drainfield. The drainfield will be designed around the 30 foot radii of' these test holes. We are proposing that a 1250 gallon septic tank and a 5-wide type drainfield be installed. This system may require the use ora grinder pump in the crawlspace if gravity flow to the septic tank can not be achieved. Comments regarding the design are summarized as follows: 1. SOILS: See the attached logs which shows the soil classifications, groundwater monitoring, and the percolation test results. It is our opinion that an application rate of 0.8 gallons/day/ft2 should be used. 2. TRENCII DESIGN: a. Percolation Rate: 10.9 & 12 minutes/inch b. Proposed Application Rate: 0.8 gallons/day/fl2 c. NumberofBedrooms: 4 d. Design Flow: 600 gallons per day e. Minimum Absorption Area: 750 ft2 f. Total Depth: 4.5 feet (max.) g. Effective Depth: 3 h. Width: 5 feet i. Reduction Factor: 0.58 j. Minimum Length: 87 feet long k Effective absorption area = 750 ft2 3. SURFACE WATERS: There are no surface waters within 100 feet of the proposed septic system. 6901 Debarr Road, Suite 2B * Anchorage, AK 99504 Ph: (907) 337-6179 * Fax: (907) 338-3246 Website: ak~vwc.com 4. TOPOGRAPIIY: The drainfield is to be installed at the toe of a 25%+ slope. The area below the drainfield is a 5%~10% slope, in short, 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 questions, please contact us at 337-6179. Thank you for your assistance. ~ Jet'f~d. ly ~. ~3arb. e~ P.E., M.S. NOTE: A site plan drawing, a design drawing, two soils logs, and a 7 page construction specification letter which are all part of the design package for this septic system. 6901 Debarr Road, Suite 2B * Anchorage, AK 99504 Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: akwwc.com McKINLEY HEIGHTS S/D 1~2; UcKINLL"Y HEIGHTS $/D f2; McKINLEY HEIOHT~ S/D f2; LOT 5. BLOCK = ~ / .-~,--- -../ ~ -..,,, ......... -?.---v- ..... 'f,~ ............ /, ___R~t~_~__P-~-'-~' HOUSE X~5~- £:°:o::::::: t (SEE DESIGN PA~E 2 OF 2) EKLUTNA INC. I 3/4/2003 ~.... . o~w..¥: ,.,<-~ . ' " t Y lff : : 5t. AI~SI(A WATER & WASTE~TER ~,__ __.~:'~ ~ ~1 ~ ~ '-~ . ....... PR~ED FOR PHONE NUMBS: PAGE NUMBER: ~S / I .... t.]l ............. TOBIN THOMAS 561-2269 1 OF 2 fF ' A. McKINLEY HEIGHTS SUBDIVISION ~2; LOT 7, BLOCK 2 ~h:~!l .t ~ .- .x SITE P~N FOR PROPOSED WELL LOCATION AND SEPTIC SYSTEM -~,, ..... ~ ~ P OF CUll~AN~ ____ L ~ ~POSED D~NR~. ~V~ A ~CH ~ ~ & ~, W~~ D~N~. IN~ ~ / N ~ .......~ ~lN~ ~UB~ _ / ~ ~PROPOSED 1250 ~ ~ ~ ~ ~ ~Y REQUIRE ~E ~E ~ON S~C T~K OF A GRIND~ PUMP IN C~W~P~E IF ~OW TO T~K ~ N~ BE ~HI~ m NOTE= CO~CTOR S~ ~ ~E PROPOSED WE~ LOCATION ~ED ~D NOR~ AND ~ m LOT LINES ~OGED BY A REGI~ERED ~ND SU~OR PRIOR TO CON~RUC~ON, 10' ~ ......................... C.J.G. ~'"... ~S~ ~VATER & ~VASTE~TER ~ ....... CONSULTANTS, lNG., · 6q0m DEBARR ROAD. SUITE ~8 * ANCHORAGE, AK 0950~ ' PHONE (907)537~17g * F~ (OOI~58-SZG6 1" = 40' ..... PREPPED FOR: PHONE NUMBER: P~E NUMBER: TOBIN THOMAS 561-2269 2 OF 2 '~ ~ :. ~, ~[. 0 ~'"~ " ~ o~c.,~o.: ~0~ '~ ' ~-~.5~ ..." W~I,LEY HElOmS SUBOlVISION ~2~ LOT 7, ~LOCK 2, "q~['..J[..m~ .......'~"~ DESIGN DRAWING OF PROPOSED WELL LOCATION AND SEPTIC SYSTEM · , CONSULTANTS, INC. [SOIL LOG - PERCO~IION lEsll ........ ~G~ DESCRI~ON: McKIN~ HEIC~ S/B t2; LOT 7, BLOCK 2 IIESl HOLE ~1 I ~ GP I NL GC OL SW NH ' DEPTH TO I GROUNDWATER DATE 10 11 DATE READING CLOCK NET TIME WATER LEVEL NET DROP TIME (MINUTES) READING (INCHES) ~ 2 2/25/2003 1 3:02 - 6- _ 2 3:32 30 3 1/2' 2 1/2" 13 3 3:32 - 6- 4 4:02 30 3 1/2" 2 1/2" 14 5 4:02 15 16 17 18 lg PERCOLATION RATE 12 (HIN./INCH) PERC, HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 4.0 FT, ~D 4,5 FT. 20 A FOUR HOUR PRESOAK WAS PERFORHED: ~ YES D NO SOILS LOGGED BY: JODY ~US PERCOLATION TEST PERFORHED BY: ~C~IAH OA~ COHHENTS: *B~D TO BE IN~UENCED ~ RUNOFF RUNNING I~0 OPEN BENCH PERFORMED BY AK~C, INC, I, JEFFR~ A, C~NESS, CERTI~ T~T ~IS ~/PERFORMED IN ACCORDANCE WITH ALL ~ATE AND MUNICIPAL OUIDEUNES IN EFFECT ON ~IS DATE: DEPTH TO GROUNDWATER DATE DRY 2/24/2003 · 9.0' 3/4/2003 ALASI~ WATER & WASTEWATER ~,~.." Ir/,kL,~ '".?~ um~ DESeRtiON: McK~L~'Y ~SOm~ S/~ ~2: tOT ?, ~bO¢~ 2 0 ~ ".~-~ '~ kOlrn~):"'~ PERFORMED FORt TOBIN THOI,AAS DATE: 2/24/200,3 ~1~'/,"_ '....t,J ..' ALL OGRAN CS SCRAPED OFF ITEST HOLE #21 .~;OIL CLASSIFICATIONS ................. _.~__ ~IGw ~ ORG III'IIHIII 6M/SM GROUNDWATER DATE DRY 2/24/2005 I ! * 11.0' 3/4/2003 ............................. 't 10 11 DATE READING CLOCK NET TIME WATER LEVEL NET DROP TIME (MINUTES) READING (INCHES) 12 2~25/2005 1 ,3:02 - 6- _ 13 3 3:32 - 6- - 4 4:02 30 3 1/4" 2 3/4' 14 5 4:02 - 6- _ 6 4:32 30 3 1/4" 2 15 ,., 16 17 18 19 PERCOLATION RATE 10.9 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 4.0 FT. AND 4,5 FT. 20 A FOUR HOUR PRESOAK WAS PERFORHED: [] YES [] NO SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: .... ZACHARIAH GALL COMMENTS: 'BEUEVED TO BE INFLUENCED BY RUNOFF RUNNING INTO BENCH PERFORMED BY AKWWC, INC. I, JEFFREY A. GARNESS. CERTIFY THAT THIS W,~S J~ERFORMED IN ACCORDANCE WiTH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: 2, DEPTH TO GROUNDWATER DATE DRY 2/24/2003 · 11.0' 3/4/2003 lit i