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Home My WebLink AboutSTRATFORD HEIGHTS TR BfiLdob morpm Stl W tfiv Municipality of Anchorage Development Services Department Building Safety Division On-Site Water & Wastewater Program, 4700 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: OSP 101 129 PID Number: 051-441-06 Name: DAN GREEN Wastewater System: ❑ New ■ Upgrade Y pg Address: PO BOX 672125 *CHUGIAK, AK 99567 ABSORPTION FIELD Phone: No. of Bedrooms: (907) 696-1805 3 ■ Deep Trench ❑ Shallow Trench ❑ Bed ❑ Mound ❑ Other LEGAL DESCRIPTION Soil Rating: 1.0 Total Depth from original grade: GPD/Sq. Ft. 11 MAX Ft. Block: Lot: Subdivision: Depth to pipe bottom from original grade: Gravel depth beneath pipe: TRACT B STRATFORD HEIGHTS 5.95 MAX Ft. 5.05 Ft. Township: Range: Section: Fill added above original grade: Gravel length: SEE DWG. Ft. 45+ FL WELL: Gravel width: Number of lines:between lines: ElNew 171Distance Upgrade 2.5+ Ft. 1 — Ft. Classification (Private, A,B,C): Total Dept Cased To:(BmROCK) Total absorption area: Pipe material: ^\ Ft. Ft. 454 SO. Ft. D 3034/ F-810 Static Water Level: Ft. Installer. GREEN GENERAL Date installed: 8/12-14/11 Driller. \\v� Date Drilled: %�s Yeld: Pump Set At: Casing Height Above Ground: TANK GPM Ft. Ft. SEPARATION DISTANCES ® Septic ❑ Holding ❑ S.T.E.P. ❑ Other* To Septic Absorption Lift Holding Public/Private Manufacturer. ANCHORAGE TANK Capacity in gallons: 1000 From Tank Field Station Tank Sewer Lines Well 100'+ 100'+ — — 25'+ Material: STEEL Number of compartments: 2 Surface Water 100'+ 100'+ - - - LIFT STATION Lot Line 5'+ 10'+ — — — Size in gallons: I Manufacturer. Foundation 5'+ 10'+ — — — "Pump on" level at: "Pump off" level at: o er alarm at: Curtain Drain NONE KNOWN Pump Make do Mod ectrical Inspections performed by: Remarks: OLD SEEPAGE PIT WAS PUMPED AND BENCH MARK Location and Description: FILLED WITH DRAINROCK. TOP OF SHED DECK Assumed Elevation: 100.00 Ft Inspections performed by: GEG, Ltd. Dates: 1st 8/12/11 ENGINEER'S SEAL 000600® 4 2nd 8/12/110 � F �s4� 3rd 8/14/11 Development Services Department Approval C,) 9H - Conditional approval: Date: 0, Q D Q J frarness: E—,7953•. ADO ��pe° p� 't �nG� �o Reviewed and approved by: � l-1.-:� ��A�_(J_Date_:1�"� <%-� �• (Rev. 4/06) / S/ 5 0 O��Oofessio �W' PERMIT NUMB129 ER: OSP101AS-BUILT DRAWING d a •ay. / ° a o ° a A d' 'fie v a. v d.: d e• v• . o •'ad'. e '.s _I ad ° e v 4 ..d d. a e ' e. ' 1 ° ed a a. d,• d d\ e ,v,e n v .`\ A ° a e \ d e \°' NEW 1000 GALLON ° 'd a ~�� • "' SEPTIC TANK °a .aee ` _e d -- a .e a d '• .. a, '•e g • 'a PARCEL ID NUMBER: 051-441-06 \ A B C ST1 52.07 34.65 49.08 ST2 58.44 39.65 53.31 \ \ DBL1 60.25 41.12 54.60 DBL2 61.36 42.09 55.41 \ \ C01 89.77 66.69 76.93 MT1 88.09 63.20 72.57 \ \ CO2 95.56 62.23 62.58 MT2 94.74 62.01 63.66 EXISTING WELL � ,// 100' WELL RADIUS I a / e / / EXISTING 3 DROO HOUSE M ALTERNATE SITE N 4•TH#1 ,",,,,--NEW DRAINFIELD MT1 C01 ------ CO2 SCALE: mmmimiQ 1' = 40' // \\ 0006oq pp0 o I GARNESS ENGINEERING GROUP, Ltd. p 4 T CONSULTANTS B. GEN ERAL CONTRACTORS •'••""' "•'••"•'•'•"' 3701 F_ TUDOR ROAD. SUOE 101 • ANCHORAGE, AK 99507 • PHONE (907)337-6179 • FAX (907)336-3246 • WEBSRE: gumasaen !i rfnq.mm PREPARED FOR: PHONE NUMBER: PAGE NUMBER: •• DAN GREEN 696-1805 2 OF 3 O ff A. a ness.: LEGAL DESCRIPTION: DRAWN BY. O 9; E-79 STRATFORD HEIGHTS SUBDIVISION; TRACT B PNB•�(�•a •��ooG TYPE OF WORK: DATE: �OQ Professtof%o \; ASBUILT DRAWING 8/18/11 �pOoo�od (Rev. 01/05) ?ERMIT NUMBER: AS -BUILT DRAWING PARCEL ID NUMBER: OSP101 129 051-441-06 INSULATION FINAL GRADE = 98.99-99.21 ST1 ST2 NK ATINLET TANK / AT OUTLET TA 95.25 I I NEW 1000 GALLON I I INVERT OF BUNG SEPTIC TANK INVERT OF BUNG AT INLET = 94.70 AT OUTLET = 94.47 T FINAL GRADE = 98.40+ 1 ORIGINAL GRADE = 99.00 —FILTER FABRIC INVERT OF PIPE = 93.05 OF TRENCH = 88.00 RELETIVE ELEVATION OF BOTTOM OF TESTHOLE = 82.00 (DRY) OF Z -4htN GARNESS ENGINEERING GROUP, Ltd. p * 4 ! N CONSULTANTS & GENERAL CONTRACTORS - �""" """"' . . ... 3701 E. TUDOR ROAD, SUITE 101 • ANCHORAGE. AK 99507 • PHONE (907)337-6179 • FAX (907)338-3246 • WEBSITE:—gomesaengin—ing.00m PREPARED FOR: PHONE NUMBER: PAGE NUMBER: DAN GREEN 696-1805 3 OF 3 �O f r y A Garness: LEGAL DESCRIPTION: DRAWN BY: �c�G STRATFORD HEIGHTS SUBDIVISION; TRACT B PNB �4f�,e�lgo TYPE OF WORK: DATE: 440 ProfessWO o PROFILE DRAWING 8/18/11 �40000�� (Rev. 01/05) On -Site Wastewater Disposal System Permit 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 Permit Number: OSP101129 Tax Code Number: 05144106000 Work Type: Septic Upgrade Permit Effective Dates: August 12, 2010 to August 12, 2011 Design Engineer: GARNESS ENGINEERING GROUP LTD Subdivision: STRATFORD HEIGHTS Site Legal Address: STRATFORD HEIGHTS TR B G:0756 Owner/Address: GREEN DANIEL HOWARD PO BOX 672125 CHUGIAK AK 995672125 Site Mailing Address: 15939 DIVISION ST, Chugiak Lot Size in Sq Ft: 762736 Total Bedrooms: 3 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 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 By: Date: Date: g �� Municipality of Anchorage Development Services Department Building Safety Division ? ' $x i LTl' On -Site Water & Wastewater Program 4700 Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907) 343-7904 ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING GAS j�j 0 11 Q 01 Parcel I.D. Property owner(s) DAN GREEN Day phone 244-3616 Mailing address 15939 DIVISION STREET, CHUGIAK, AK Site address Zip Code 99567 Legal description (Sub'd, Block & Lot) STRATFORD HEIGHTS SUBDIVISION: TRACT B Legal description (Township, Section & Range) N/A Lot Size Sq. Ft. THIS APPLICATION IS FOR ( ®all that apply): Absorption Field ❑ Septic Tank Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage ❑ Number of Bedrooms THIS APPLICATION IS AN: Initial ❑ Upgrade Renewal ❑ 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. GARNESS ENGINEERING GROUP, Ltd. �-J Permit/Rush Fees:5 S Date of Payment: '3 &0 Receipt Number: �� I (Rev. 11/05) Waiver Fees: Date of Payment: Receipt Number: GARN ESS ENGINEERING GROUP, Ltd. - CONSULTANTS & GENERAL CONTRACTORS July 20, 2010 Municipality of Anchorage Development Service Department On -Site Water & Wastewater Program 4700 Elmore Street P.O. Box 196650, Anchorage, Ak 99519-6650 (907) 343-7904 Ref: Proposed Septic Upgrade for Stratford Height Subdivision; Tract B, To whom it may concern: The existing 3 bedroom house is served by a private well and septic system. The septic system is undocumented and is believed to be a seepage pit. We are proposing that a 1000 gallon septic tank and deep trench type drainfield be installed. One test hole was excavated on the property. The drainfield will be designed around the 30 foot radius of this test hole. 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. 2. DRAINFIELD DESIGN: See attached design drawing for drainfield specifications. 3. SURFACE WATERS: There are no surface waters within 100 feet of the proposed septic system. 4. TOPOGRAPHY: As can be seen on the attached design drawing, the area for the proposed drainfield is generally flat. There are no cutbanks or slope greater than 25 percent within 50 feet of the proposed drainfield. 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. n P. E., M.S. NOTE: Attached is a site plan drawing, a design drawing, and one soil log, which are aU part of the design package for this septic system. (Contact G.E.G. Ltd. for 7 page construction specification letter.) 3701 E. Tudor Road, Suite 101 * Anchorage, AK 99507-1259 Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: www.gamessengineering.com G/4e FRT Ab <OT �4FNk/'vS e�OC /c2, HENKINS LOT 11, BLOCK 1 HENKINS LOT 10, BLOCK 5 HENKINS I HENKINS BLOCK 4, TRACT 2 BLOCK 4, TRACT 3 w z O 0 DEL'S LANE T15N, R1W, SECTION 30, NE4, SE4 COTTONWOOD HEIGHTS, BLOCK 1, LOT 6 DONELAR STREET co T15N, R1W, SECTION 29, SW4, NW4 PRIVATE WELL AND SEPTIC SYSTEM NO ENCROACHMENT CONCERNS ROPOSED SHOP EXISTING 4: _._.: WELL RG SEPTIC SYSTEM/ I 1 SHE BASE HILL /•I}1#1 I I LOT 2/ 100' I, 1h 100' jS1 RADIUS I BALSO \ LL 11 LOT k 3 BEDROOM HOUSE -PROPOSED SEPTIC SYSTEM (SEE DESIGI STRATFORD HEIGHTS TRACT B GARNESS ENGINEERING GROUP, Ltd. - - - - CONSULTANTS & GENERAL CONTRACTORS- 3701 E TUDOR ROAD, SUITE 101 • ANCHORAGE, AK 99507 • PHONE (907)337-6179 • FAX (907)338-3246 • WEBSITE: w .gam nginemingxom PREPARED FOR: PHONE NUMBER: PAGE NUMBER: DAN GREEN 696-1805 1 OF 2 LEGAL DESCRIPTION: DRAWN BY: STRADFORD HEIGHTS SUBDIVISION, TRACT B J.L.M. TYPE OF WORK: DATE: SITE PLAN FOR PROPOSED SEPTIC UPGRADE 7/20/2010 (Rev. 01/05) z Li Li r, o: 0 z w La c� T15N, R1 W, SECTION 29, SW4, NW4 STRATFORD HEIGHTS TRACT C OF *.:...91 ............... .. ! ............... eff J GO ess: E-7953 Z0mG 44 sro .:7IZ I J.l A�c4li ov of esslo��\o�/ LOT 9, BLOCK 5 HENKINS wLOT eHENKINS 8, BLOCK 5 wm zz HENKINS5 > LOT 7, BLOCK 5 0 HENKINS HENKINS EX LOT 3, BLOCK 5 LOT 6, BLOCK 5 HENKINS HENKINS LOT 4, BLOCK 5 LOT 5, BLOCK 5 EAST HENKINS ROAD Y Y Y Y zo zo zo zo zm zm zm zm O J O J O J f— O J HENKINS I HENKINS BLOCK 4, TRACT 2 BLOCK 4, TRACT 3 w z O 0 DEL'S LANE T15N, R1W, SECTION 30, NE4, SE4 COTTONWOOD HEIGHTS, BLOCK 1, LOT 6 DONELAR STREET co T15N, R1W, SECTION 29, SW4, NW4 PRIVATE WELL AND SEPTIC SYSTEM NO ENCROACHMENT CONCERNS ROPOSED SHOP EXISTING 4: _._.: WELL RG SEPTIC SYSTEM/ I 1 SHE BASE HILL /•I}1#1 I I LOT 2/ 100' I, 1h 100' jS1 RADIUS I BALSO \ LL 11 LOT k 3 BEDROOM HOUSE -PROPOSED SEPTIC SYSTEM (SEE DESIGI STRATFORD HEIGHTS TRACT B GARNESS ENGINEERING GROUP, Ltd. - - - - CONSULTANTS & GENERAL CONTRACTORS- 3701 E TUDOR ROAD, SUITE 101 • ANCHORAGE, AK 99507 • PHONE (907)337-6179 • FAX (907)338-3246 • WEBSITE: w .gam nginemingxom PREPARED FOR: PHONE NUMBER: PAGE NUMBER: DAN GREEN 696-1805 1 OF 2 LEGAL DESCRIPTION: DRAWN BY: STRADFORD HEIGHTS SUBDIVISION, TRACT B J.L.M. TYPE OF WORK: DATE: SITE PLAN FOR PROPOSED SEPTIC UPGRADE 7/20/2010 (Rev. 01/05) z Li Li r, o: 0 z w La c� T15N, R1 W, SECTION 29, SW4, NW4 STRATFORD HEIGHTS TRACT C OF *.:...91 ............... .. ! ............... eff J GO ess: E-7953 Z0mG 44 sro .:7IZ I J.l A�c4li ov of esslo��\o�/ to Gb, LTO. M/A3 H / rmyr z)r-rurlumiluIV 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 d --EXISTING WELL I 100' WELL RADIUS I ,e a .4 a e. a .d c INSTALL FOUDATION CLEANOUT ' d ' •d as d °' PROPOSED 1000 GALLON d. d - e SEPTIC TANK— . .a ' d d. d: a. ° d INSTALL DOUBLE d . d c •• a' CLEANOUTS a da a dO' d •'a.• a. - \ d - ,° e'°, -da INSULATE 4" BY ° \ ° 4' WIDE PIPING ° .d a e �' °'e ° : UNDER DRIVEWAY • - .'d a ° a ��' a / d d A' a 3_=5% a d d- a a e 4 . / 3~-5%�� SEEPAGE PIT (APPROX. LOCATION) TO BE PUMPED AND FILLED WITH EXISTING 3 BEDROOM HOUSE d - .. .:d• a �. ALTERNATE SITE —T TH#1—M�MTCO CO MT PROPOSED DRAINFIELD co -111 -1 (SEE DESIGN CRITERIA) NOTE: THE CONTRACTOR SHALL HAVE THE SOUTH LOT LINE, AND ALL WELL RADII FLAGGED BY A REGISTERED LAND SURVEYOR PRIOR TO GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS & GENERAL CONTRACTORS -- 3701 E. TUDOR ROAD, SUITE 101 • ANCHORAGE, AK 99507 • PHONE (907)337-6179 • FAX (907)338-3246 • WEBSRE: www.gamewenginmring.com PREPARED FOR: PHONE NUMBER: PAGE NUMBER: DAN GREEN 696-1805 2 OF 2 LEGAL DESCRIPTION: DRAWN BY: `4 TO 5 FOOT HIGH BY 8 TO 10 FOOT WIDE BERM 3 TO 4 FOOT DEEP NATURAL DRAINAGE SWALE. NO WATER ON 7/19/2010. STRATFORD HEIGHTS SUBDIVISION; TRACT B J.L.M. TYPE OF WORK: DATE: REVISED DESIGN OF PROPOSED SEPTIC UPGRADE 8/11/2010 VA. Carnes: —7 53 • •�ceG ofesslon o� SEWER DRAINROCK DESIGN CRITERIA: NUMBER OF BEDROOMS: 3 GALLONS PER DAY (GPD): 450 PERCOLATION RATE/S: 1.16 MIN./INCH 1\ C51. , '%/— PROPOSED APPLICATION RATE: 1.0 MINIMUM DRAINFIELD SQ.FT.: 450 DRAINFIELD DESIGN: i MAXIMUM DEPTH: 11 FEET DEEP MAX. WIDTH: 2.5 FEET LENGTH: 45 FEET EFFECTIVE: 5 FEET ACTUAL SQ.FT.: 450 EXISTING 3 BEDROOM HOUSE d - .. .:d• a �. ALTERNATE SITE —T TH#1—M�MTCO CO MT PROPOSED DRAINFIELD co -111 -1 (SEE DESIGN CRITERIA) NOTE: THE CONTRACTOR SHALL HAVE THE SOUTH LOT LINE, AND ALL WELL RADII FLAGGED BY A REGISTERED LAND SURVEYOR PRIOR TO GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS & GENERAL CONTRACTORS -- 3701 E. TUDOR ROAD, SUITE 101 • ANCHORAGE, AK 99507 • PHONE (907)337-6179 • FAX (907)338-3246 • WEBSRE: www.gamewenginmring.com PREPARED FOR: PHONE NUMBER: PAGE NUMBER: DAN GREEN 696-1805 2 OF 2 LEGAL DESCRIPTION: DRAWN BY: `4 TO 5 FOOT HIGH BY 8 TO 10 FOOT WIDE BERM 3 TO 4 FOOT DEEP NATURAL DRAINAGE SWALE. NO WATER ON 7/19/2010. STRATFORD HEIGHTS SUBDIVISION; TRACT B J.L.M. TYPE OF WORK: DATE: REVISED DESIGN OF PROPOSED SEPTIC UPGRADE 8/11/2010 VA. Carnes: —7 53 • •�ceG ofesslon o� GARNESS ENGINEERING GROUP, Ltd. – - _=-_-- -: CONSULTANTS & GENERAL CONTRACTORS: -------__-- ___—. 3701 E TUDOR ROAD, SUCTE 101 • ANCHORAGr—AK. 99507 • PHONE (907)337-6179 FAX: (907)338-3246 • WEBSITE: gamesssngineering.aon SOIL LOG — PERCOLATION TEST LEGAL DESCRIPTION: STRATFORD HEIGHTS SUBDIVISION, TRACT B PERFORMED FOR: DAN GREEN DATE: 7/28/2009 DEPTH (feet TEST HOLE #1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 GP TO SP DEPTH TO GROUNDWATER SOIL CLASSIFICATIONS GW •- 7/28/2009 DRY 8/5/2009 5:20 — 6" G C1111N • 2 5:26 6 0" 000 0, 0 3 .:.::.ems• REyy� ��yy��pp� • — 4 SC 7 GP TO SP DEPTH TO GROUNDWATER DATE DRY 7/28/2009 DRY 8/5/2009 5:20 — 6" — 15 - }''-• NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 7/29/2009 1 5:20 — 6" — 2 5:26 6 0" 6" 3 .:.::.ems• — 6" — 4 5:33 7 0" 17 '•• 5:33 — B.O.H. — 18 5:40 7 SEE ATTACHED SITE PLAN DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 7/29/2009 1 5:20 — 6" — 2 5:26 6 0" 6" 3 5:26 — 6" — 4 5:33 7 0" 6" 5 5:33 — 6" — 6 5:40 7 0" 6" 7 5:40 — 6" — 8 5:47 7 0" 6" 9 5:47 — 6" — 10 5:54 7 0" 6" 11 5:54 — 6" — 12 6:01 7 0" 6" 19 PERCOLATION RATE 1.16 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 6 FT. AND 7 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES NO SOILS LOGGED BY: KYLE MAUS PERCOLATION TEST PERFORMED BY: KYLE MAUS COMMENTS: PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PE FORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: Zi