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Home My WebLink AboutT12N R3W SEC 24 W2SE4SW4SE4SW4 PARCEL 17CTI 2N R3W ec. 24 W2 SE4 SW4 SE4 SW4 Parcel 17C #015-242-04 5urs�w� 1 TAL Municipality of Anchorage juL--Z h-ZUFJ— Community Development Department Page 1 of 3 On-site Water & Wastewater Program 4700 Elmore St. • P.O. Box 196650 Anchorage, AK 99519-6650 • http:Nwww.muni.org/onsits • (907)343-7904 ONSITE WASTEWATER INSPECTION REPORT Permit Number. OSP131158 PID Number. 015-242-04 ❑ New XUpgrade Nome: KEVIN GOTTLIEB ABSORPTION FIELD Address: ❑ Deep Trench ❑ Shallow Trench ❑ Bed ❑ Mound 7905 UPPER HUFFMAN ROAD *ANCHORAGE, AK ❑ Other Phone: No. of Bedrooms: Soil Rating: Tota Depth from original grade: 223-6395 2 GPD/Sq. Ft. Ft LEGAL DESCRIPTION Depth to pipe invert from original gmde: Gravel depth beneath a: R. Ft. Subdivision: Block: Lot: Fill added above original gmdm Gm ngth: — — 17C owns Ip: 12N anger ec Ion: Ft. 31n1 24 Grovel width: !J �\..\ ede Number of fines Distance between linea: SC0AoATrf1&1 nNO-rAlkle-�B 4r\5 \" Ft. Well Surface Wa Lot Line Foundation To Septic Tank Absorption Field Lift Station 100'+ EXISTING — ter 100'+ EXISTING — Lobation and Desodption: 5'+ EXISTING — Curtain Drain 5'+ 1 EXISTING NONE KNOWN Holding Sewer Unetel/ Tank Sewer Lines ga, pt — I 25'+ TANK X Septic ❑ S.T.E.P. ANCHORAGE TANK N/A STEEL LIFT STATION _ Manu/aMunrt Remarks: OLD TANK WAS DECOMMISSIONED PER UPC rump on ley i' SEPARATION FROM TANK TO DRAINFIELD IS PER CONTRACTOR pump Make & ANK WAS PLACED AND SET PRIOR TO ENGINEERS ARRIVAL. Installer PIPE MATERIAL House to tank D3034 NORTHERN EXCAVATION Drainfield EXISTING M: between 1250 2 Tank to D3034 drainfield CO/MT EXISTING Inspector GEG, Ltd. BENCH MARK (Assumed elevation) Inspection 100.00 Ft, Dates: 1 st 7/15/ 3 2nd - Lobation and Desodption: 3rd — 4th — THRESHOLD OF DOOR Community Development Department Approval ENm'E"L 0 Conditional approval: Date:Q� Date: l3 R \ { .... . ...... ....... arness;' 0� CE 793 t d prof essio�Oao PERMIT NUMBER: AS—BUILT DRAWING PARCEL ID NUMBER: OSP131158015-242-04 F—A 7—A __l STI 71.52 20.72 ST2 75.10 25.99 DBL1 76.39 27.72 DBL2 77.52 29.18 FCO 57.16 3.00 VANNA LOT 2 0 NEW 1250 GALLON SEPTIC TANK ��ap ��\5 r1, ppb ST2 S 1 0 l�P� DBL1&2 C a� .r O ppa •a'• is r•. EXISTING DRAINFIELD. LOCATION IS - APPROXIMATE. UPPER HUFFMAN ROAD GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS & GENERAL CONTRACTORS 3701E 111008 ROpO. 800E 191 • WHGFIA_ W 99507 •PHONE (907)137-6179 • FM (907)338-3216 MFH69E mngamevseep�nw5ng.eom PREPARED FOR: PHONE NUMBER: PAGE NUMBER: KEVIN GOTTLIEB 223-6395 2 OF 3 LEGAL DESCRIPTION: DRAWN BY: T12N, R3W, SEC24, LOT 17C I PNB TYPE OF WORK: AS—BUILT DRAWING 7/19/13 ..::1. Tl ;.1 `Y".....:..* ey A;.,— rness:' CE -79 3eve ��3 Fc�v/ I / NEW 1250 GALLON SEPTIC TANK ��ap ��\5 r1, ppb ST2 S 1 0 l�P� DBL1&2 C a� .r O ppa •a'• is r•. EXISTING DRAINFIELD. LOCATION IS - APPROXIMATE. UPPER HUFFMAN ROAD GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS & GENERAL CONTRACTORS 3701E 111008 ROpO. 800E 191 • WHGFIA_ W 99507 •PHONE (907)137-6179 • FM (907)338-3216 MFH69E mngamevseep�nw5ng.eom PREPARED FOR: PHONE NUMBER: PAGE NUMBER: KEVIN GOTTLIEB 223-6395 2 OF 3 LEGAL DESCRIPTION: DRAWN BY: T12N, R3W, SEC24, LOT 17C I PNB TYPE OF WORK: AS—BUILT DRAWING 7/19/13 ..::1. Tl ;.1 `Y".....:..* ey A;.,— rness:' CE -79 3eve ��3 Fc�v/ PERMIT NUMBER: ASPARCEL DRAWING PARCEL ID NUMBER: OSP131158 015-242-04 TOP OF TANK AT INLET = 95.31 INVERT OF BUNG AT INLET = 94.71 ST1 2" INSULATION PER CONTRACTOR GRADE = 97.30-97.53 ST2 NEW 1250 GALLON STEEL TANK — TOP OF TANK AT OUTLET = 95.31 —INVERT OF BUNG AT OUTLET = 94.54 GARNESS ENGINEERING GROUP, Ltd. � ; 4 T ..�� CONSULTANTS & GENERAL CONTRACTORS 3901 E. MU ROM, SOME 101 W 99407 • 9 E (907)337-8199 • FM (907)336-3248 s µEB .Wxw.9armasen9lroM xwn PREPARED FOR: PHONE NUMBER: PAGE NUMBER: • I ... ........•••••.. KEVIN GOTTLIEB 223-6395 3 OF 3f A G nesS.: LEGAL DESCRIPTION: DRAWN BY: o1�o 9S E 79 3 T12N, R3W, SEC24, LOT 17C PNB ��r ��j,�j.13'' Fav °^ E TYPE OF WORK: DATE:4�Qa'OEofessionogo PROFILE AS—BUILT DRAWING 7/19/13 �DOO0000 nay. Mmol On -Site Wastewater Disposal System Permit Permit Number: OSP131158 Tax Code Number: 01524204000 Work Type: Septic Permit Effective Dates: June 25, 2013 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 to June 25, 2014 Design Engineer: GARNESS ENGINEERING GROUP LTD Subdivision: T12N R3W SEC 24 Site Legal Address: T12N R3W SEC 24 W2SE4SW4SE4SW4 PARCEL 17C G:2740 Owner/Address: GOTTLIEB KEVIN 1842 BOOTLEGGER COVE ANCHORAGE AK 995014222 Site Mailing Address: 7905 UPPER HUFFMAN RD, Anchorage This permit is for the construction of: N Disposal Field Y Septic Tank N Holding Tank N Privy Lot Size in Sq Ft: 52800 Total Bedrooms: 2 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 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 Issued BI MUNICIPALITY OF ANCHORAGE Community Development Department Phone: 907-343-7904 Development Services Fax: 907- 343-7997 On -Site Water & Wastewater Program Mayor Dan Sullivan On -Site SewedWell Permit Application For A Single Family Dwelling Parcel LD. b ( `5- Aq 1) - og Property owner(s) KEVIN -G� Goi I'lieh Day phone Mailing address 7905 UPPER HUFFMAN ROAD *ANCHORAGE, AK Site address Legal description (Sub'd, Block & Lot) Legal description (Township, Section & Range) Lot Size Waiver Fees: APPLICATION IS FOR: (Rall that apply) Absorption Field ❑ Septic Tank Waiver No. Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage ❑ SWq Sq. Ft. Number of Bedrooms 2 APPLICATION IS AN: TYPE OF DEWELLING: Initial ❑ Single Family (SF) Upgrade ® (w/wo ADU) E]Renewal E-1Duplex(D) Multiple Dwellings ❑ (SF and/or D) THIS APPLICATION INCLUDES A VARIANCE/ WAIVER REQUEST FOR: 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: ri.UO _ Waiver Fees: Date of Payment: Date of Payment: Receipt Number: 6b 01 -9 -f -G Receipt Number: Permit No. 05yk 31158 Waiver No. (Rev. 01/11) June 20, 2013 Municipality of Anchorage Development Service Department On -Site Water & Wastewater Program 4700 Elmore Rd. P.O. Box 196650, Anchorage, Ak 99519-6650 (907)343-7904 Ref: Proposed Septic Tank Upgrade for T12N, R3W, Sec 24, parcel 17C; To whom it may concern: The existing 2 bedroom trailer is served by a private well and septic system. The septic tank was inspected and found to be collapsed; therefore we are requesting an urgent review and issuance of permit. We are proposing to remove the existing 1250 gallon septic tank and replace it with a new 1250 gallon septic tank. 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. 3701 E. Tudor Road, Suits 101 *Anchorage, AK 99507-1259 Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: www.garnessengincering.com NOTE: THE CONTRACTOR SHALL HAVE ALL WELL RADII FLAGGED BY A REGISTERED I / LAND SURVEYOR PRIOR TO CONSTRUCTION. I k NS VANNA LOT 2 EXISTING 1250 \ 1 GALLON SEPTIC TANK TO \ FILLED WITH CONCRETE. INSTALL DBL C/O'S PRIOR TO ��aG TANK IN PLACE OF FCO. ST1 �OPy PROPOSED 1250�� T / I GALLON SEPTIC TANK � INSTALL DBL C/O'S AFTER l.. TANK EXISTING LOCATION IS APPROXIMATE. UPPER HUFFMAN ROAD • 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 T12N, R3W, SEC�4, PARCEL 17B I l GARNESS ENGINEERING GROUP, Ltd. p * ` 4 T7* h CONSULTANTS & GENERAL CONTRACTORS. O• • • • : .. .. .... ......:....D 3101 E NOOR ROM. SUn 101 • BNONORME, P 8850] • PHONE (007)331-8178 • FM (80))339-3218 • WE95RE: n0.cam PREPARED FOR: PHONE NUMBER: PAGE NUMBER: . • •. kevin gootieb 223-6395 1 OF 1 Q J f y Ga ess..' LEGAL DESCRIPTION: DRAWN BY: QO ys CE 3 \OO Tl 2N, R3W, SEC 24, PARCEL 17C PNB �Qfm®''wso 43•'��odo TYPE OF WORK: DATE: 4QOO440QQ0\ SEPTIC TANK UPGRADE 6/18/13 (Rev. 01/05) GAAB-HD-I GI~-~TER ANCHORAGE AREA BOROP~H HEALTH DEPARTMENT ,~ 327 EAGLE ST. ANCHORAGE, ALASKA 99501 279-2511 ~ ~" INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM L OCAT,ON SEPTIC TANK: DISTANCE FROM WELL LIQUID CAPACITY MATERIAL GALLONS. MAILING ' ADDRESS_'-~/2 ~ PHONE ~ T~[ COMPABTMENTS ~ ~ LIQUID INSIDE LENGTH INSIDE WIDTH DEPTH SEEPAGE SYSTEM: SEEPAGE PIT: NUMBER OF PiTS / OUTS DE DIAMETER / OR WIDTH /2~ /// · LENGTH . DEPTH LINING MATERIAl . DISTANCE CROM WELl /~7/0 BUILDING FOUNDATION NEAREST LOT LINE TOTAL EFFECTIVE ABSORPTION AREA WALL AREA /~0 .SQ. FT. TILE DRAIN FIELD: ~~ TOTAL LENGTH DISTANCE FROMWELL OF _NES NUMBER OF LINES ~'~q~TANCE BETWEEN LINES TRENCH WIDTH~ .~fI~TAL EFFECTIVE ABSORPTION AREA SQ. FT. LENGTH OF EACH LINE DEPTH: TOP OF TILE TO FINISH GRADE DEPTH OF FILTER MATERIAL BENEATH TILE IN. ABOVE TILE ~iI~ DISTANCE FROM t~O' WATER __ WELL: TYPE. ~'~(g* DEPTH . BUILDING FOUNDATION. SAMPLE. NEAREST NEAREST J ~. (.) ' SEPTIC I f'~) ~ SEEPAGE ~ LO[ LINE ., SEWER LINE . TANK SYSTEM j 4/(~ ! OTHER -- , . CESSPOOL . SOURCES DISTANCES: DIAGRAM OF SYSTEM I! DATE ,/ APPROVED / HEALTH AUTHORITY GAAB-HD-2 GREATEF'" NCHORAGE AREA ?)ROUGH HEALTH DEPARTMENT loot,~ 327 Eagle St. Anchorage, Alaska 99501 ~ '6 279-2511 Case No. ~$0__ SEWAGE DISPOSAL SYSTEM - APPLICATION & PERMIT NAME OF APPLICANT ~-~ ,w,n ~-,~ ~- ;', ~*.~ ~ MAILING ADDRESS / RESIDENCE ADDRESS ~3'~'~ LOCATION OF INSTALLATION APPLICATION T0 INSTALL: SEPTIC TANK ~' SEEPAGE PIT. ~", DRAIN FIELD , OTHER ~OS,~VE~.E,OL~0~,,~,~C,~,~ ~ ~'~:~ FINANCED THROUGH . , ~RCOLAT~O~ TEST RESULTS A~TIC~ATED DATE OF CO~LET~O~ BELOW TO BE FILLED OUT BY HEALTH DEPARTMENT THIS IS TO SERVE AS ~¥~/J, ~,.(,-'' ' 1'_.., (/. ~PERMIT TO INSTALL A ~1-~ · SEPT!C TANK SIZE DISTANCES: SEEPAGE AREA DIAGRAM OF SYSTEM AUTHORITY OR I certify that I am familiar with the requirements of Greater Anchorage Area Borough Ordinance~No. 28-68 and that the above described system is in accordance with said code. ~,)(~ m- ~ ~ ~ ~ 0~ ~ ¢ 7'°~( ~ ~ . , [~~r~ / / b ~ ~ ~v~-.~./? ~ DATE ¢//: ~// /'¢ APPLICA"TS S GNATURE ~¢~ ~'~ ~4/ . . ~ ~ ~P]Z-'¢. GREATEI~>"iNCHORAGE AREA :'")ROUGH Case No. ~'~ y" HEALTH DEPARTMENT 327 Eagle St. Anchorage, Alaska 99501 279-2511 SEWAGE DISPOSAL SYSTEM - APPLICATION & PERMIT NAME OF APPLICA~ _ . . .,/~, ~". MAILING ADDHESS(~'~.Y2''5 , ~'/PHpNE NO. RESIDE.CE ADDRESS LOCATION OF INSTALLATION ~:/~ LEGAL DESCRIPTION APPLICATION TO INSTALL: SEPTIC TANK / , SEEPAGE PIT t/ ,DRAIN FIELD ,OTHEH TO SERVE THE FO LLOW~J~)FACI LITY~'~ ~/¢/~'C~-~/~-~',, , .~ ~/~ FINANCED THROUGH ~ TO BE INSTALLED BY~/~/~ ~~ ~ TEST RESULTS ANTICIPATED DATE OF COMPLETION ,~ ~--~.~C~ BELOW TO BE FILLED OUT BY HEALTH DEPARTMENT T,,S ,s ~o SE,V, A~ ~, ~~ ~ ' ;~e~ ~ ~ ~', PERMIT TO INSTALL A AS OESCR,BEO BELOW. S,ZE O~UN,T TO BE SERV"O;IC~/~<~.- .SEPTIC TANK SIZE ~ ~'~ TYPE ~"~ SEEPAGE ~REA DIAGRAM OF S~TE~ J ! c¢~tJ£¥ that ! ~ra £amJ]Ja~ with the ~egui[eme~ts of G~eat¢~ Anchorage A~¢~ Bo~ougl~ O~din~nce No. 28-68 ~d that above described systera is in accordance with said code.(/~//~/~-- ~..,~ . ~p ~.¢//~,-g'[~"~ ,~ ._ DATE (/~/~' APPLICANTS SIG NATU H :~~k~~~'~:'~ /~REATER ANCHORAGE AREA BOROUGH/~ HEALTH DEPARTMENT 327 EAGLE STREET ANCHORAGE, ALASKA 99501 CASE Performed For Mike Sc,hacle - R, Paechel . Datet Pe~forme~d 6/!5/7,0,~ _ L~.~] Description: Lot Block Subdivision W~ - S~ - E~ Of'~ - SE~ - SWi Thzs Fo~m Reports a. ~o z g~_~ ........ Depth Feet Soil Chamacteristics Tan & Brown Clayey Silt (C~ Gray Silty Sandy Fine Gravel (GM) Gray Sand, Poorly Graded(SP) Location Sketch If Yes~ At What Depth Time Net Time Depth To H20 Net Dz Proposed · ,~+ '"- ~n~.al~.a,.xon. Seepage Pit Drain Field Depd~ Of Inlet Depth To Bottom Of Pit Om T~ench ..... ~OMM~N fS .__~J87.5 sq~Ke foot of dr,ai~ge area ~il[ .be decess~ry pgr.be~oom Test Perfommed By: R.E. Carlisle Data Certified By: -, Date: ~ ' '