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Home My WebLink AboutRABBIT CREEK VIEW & HEIGHTS TR A-1Rabbit Creek View &Heights Tract A -1 #020-511-21 Municipality of Anchorage • .w 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.ek.us (907) 343-7904 Onsite Wastewater Disposal System and/or Well Inspection Report Page 1 of 3 Permit Number. SW040455 PID Number: 020-511-21 Name: ROBIN ABRAMSON Wastewater System: ❑ New ■ Upgrade Mdreea: 7900 JAMIE AVENUE a ANCHORAGE. AK 99516 ABSORPTION FIELD Phone; No. of Bedrooms: (907) 345-0347 3 ClDeap Trench ■Shallow Trench ClBad C)Mou id 0Other LEGAL DESCRIPTION Sam Rating, Total Depth ham original greee: nock: Lot:on: 1.O apD/sa. R 7.5 (MAX) R TRACT Al sRABBIT CREEK VIEW t.ptn ro *a bottom eem Grip wl gwd.: g eM SEE DWG. aoa bwwath pb. R 4 ownship: — Range: — Section: - — .rill added abaee eNSbal grade: Gravel leng,n: R «emorKs: BENCH MARK OLD SEPTIC SYSTEM COMPLETELY ABANDONED LEDGAT BOTTOM OF SIDING AGAINST SOUTH END OF MAIN BREAKER. 100.00 R ENGINEERS SELL • Q�� O A Inspections performed by: GEG, Ltd. Dates: 1st 10/26/2004*,;, .• g yao0022 2nd 10/26/2004 0 3rd 10/27/2004 0 ' : of a rness;' Q Development S rvices Department Approval �d ,793 Reviewed and approved by: ate: 0�0��°ap (Rev. , 40.:o fesstoo SEE DWG. R 45 WELL: ❑ New❑ Upgrade R ❑revel wldlle Numen or dem: Diske, bwt~ lcoo: 5 talion (PrNata. A&C . Total Depth: Ceeed To: R 1 R Total alworptiwm Ona: pipe mateft: DnIW: R R 450 so. R D 3034/ F-810 Deo DrWetl: Static water L": NNaeer. Don metalled: Ft Vold: GEG, Ltd. 10/27-28/2004 plmla Set At: Caemg Haight Above Orourmd: GPM R A. TANK SEPARATION DISTANCE ■Septic ❑Holding CI S.T.E.P. Cl Other To Septic Absorption From - Tank Mid Lift Holding blk/Privots Station Tank sewer ume OCt11e1' Capacity In goeone: ANCHORAGE TANK 1000 Well 100'+ 100'+ — — 25'+ Material: STEEL number d aarpertmente: 2 Surface water 100'+ too'+ — — — LIFT STATION Lot Une 5'+ 10'+ M"tdoctim: Foundation 5'+ 10'+ _ _ _ "Pomp°n k� ob um ab Nqh water alarm ab Curtain Drain NONE KNOWN pump Made Model: aeatAnl megcllerq aedormee b/. «emorKs: BENCH MARK OLD SEPTIC SYSTEM COMPLETELY ABANDONED LEDGAT BOTTOM OF SIDING AGAINST SOUTH END OF MAIN BREAKER. 100.00 R ENGINEERS SELL • Q�� O A Inspections performed by: GEG, Ltd. Dates: 1st 10/26/2004*,;, .• g yao0022 2nd 10/26/2004 0 3rd 10/27/2004 0 ' : of a rness;' Q Development S rvices Department Approval �d ,793 Reviewed and approved by: ate: 0�0��°ap (Rev. , 40.:o fesstoo PERMrTNUMBER: SW0 - 40455 ASBUILT DRAWING SW0PARCEL 0 NUMBER; 020-511-21 ALTERNATE NEW ORAINFIELD N 1000 SEPnc i GARAGE/CARPORT JAMIE AVENUE I A I Q—1 ST1 52.73 67.98 ST2 56.55 73.74 D3L1 64.25 79.25 DBL2 65.41 80.45 FC01 11.36 28.66 FCO2 12.08 29.70 C01 90.83 108.30 MT1 89.05 106.34 CO2 1165.56 105.56 MT2 107.55 117.31 o'I. 4 &y 11 /2/2004o!� of _ Bopp DRAWN BY: C [�.••••. GARNESS ENGINEERING GROUP Ltd. R.L.C. �. < `0 CONSULTANTS&GENERAL CONTRACTORS TCALE;IIIIIIIIIIIIIIIIIIIIII � / •. 3701 E. TUDOR ROAD, SUITE 101 • ANCHORAGE. AK 99507 ` PHONE (907)337-0179 • FA% (907)338-3246 1 50' • -' • " " " • • • • • • • • • .... °REPARED FOR: PHONE NUMBER: PAGE NUMBER: ROBIN ABRAMSON (907) 345-0374 2 OF 3" '.......... .EGAL DESCRIPTION: (70 y • f A. DOSS; RABBIT CREEK VIEW SUBDIVISION; TRACT Al 09°or 79 3 : YPE OF WORK: 44 �e • • 1! `4�•'t �C14 g. AS—BUILT DRAWING OF SEPTIC SYSTEM UPGRADE �ppa� oteseio^�' TOP OF TANK AT INLET . 92.24— INVERT OF BUNG AT INLET . 91.69 TH/1 ;UTATION ST2 n NEW 1000 GALLON SEPTIC TANK FINAL GRADE . 93.75-94.54 INSULATION r- FILTER FABRIC TOP OF TANK AT OUTLET . 92.26 [VERT OF BUNG AT OUTLET . 91,46 •; INVERT OF PIPE 1 .90.36(AVG.) GROUNDWATER AT 60.60 5" BOTTOM BOTTOM OF TRENCH RELATIVE ELEVATION OF 86.37(AVG.) BOTTOM OF TESTHOLE . 79.00 opef_� mill, DATE: 11/2/2004 M DRAWN BY: .. Or GARNESS ENGINEERING GROUP, Ltd. R.L.C. CONSULTANTS A GENERAL CONTRACTORS SCALE: 4 O. A 5701 E. TUDOR ROAD, SUITE 101 • ANCHORAGE, AR 99507 •PHONE (90])55]-0179 • FAX (90)R38-3246 N.T.S. • "•'" " •' � � • • • • • • •"""' PREPARED FOR: PHONE NUMBER: PAGE NUMBER; ROBIN ABRAMSON (907) 345-0374 2 OF 3..... / .. .• . •"":" LEGAL DESCRIPTION: Y A. •ess; RABBIT CREEK VIEW SUBDIVISION; TRACT Al �O��syv ,• C 7953 :. , i TYPE OF WORK: PROFILE AS—BUILT DRAWING OF SEPTIC UPGRADE �Q44 p•OTessiD"°\ ��O�OooO PERMITNUMBER: SW0 SW040455 AS --BUILT DRAWING PARCEL b NUMBER: 020-511-21 TOP OF TANK AT INLET . 92.24— INVERT OF BUNG AT INLET . 91.69 TH/1 ;UTATION ST2 n NEW 1000 GALLON SEPTIC TANK FINAL GRADE . 93.75-94.54 INSULATION r- FILTER FABRIC TOP OF TANK AT OUTLET . 92.26 [VERT OF BUNG AT OUTLET . 91,46 •; INVERT OF PIPE 1 .90.36(AVG.) GROUNDWATER AT 60.60 5" BOTTOM BOTTOM OF TRENCH RELATIVE ELEVATION OF 86.37(AVG.) BOTTOM OF TESTHOLE . 79.00 opef_� mill, DATE: 11/2/2004 M DRAWN BY: .. Or GARNESS ENGINEERING GROUP, Ltd. R.L.C. CONSULTANTS A GENERAL CONTRACTORS SCALE: 4 O. A 5701 E. TUDOR ROAD, SUITE 101 • ANCHORAGE, AR 99507 •PHONE (90])55]-0179 • FAX (90)R38-3246 N.T.S. • "•'" " •' � � • • • • • • •"""' PREPARED FOR: PHONE NUMBER: PAGE NUMBER; ROBIN ABRAMSON (907) 345-0374 2 OF 3..... / .. .• . •"":" LEGAL DESCRIPTION: Y A. •ess; RABBIT CREEK VIEW SUBDIVISION; TRACT Al �O��syv ,• C 7953 :. , i TYPE OF WORK: PROFILE AS—BUILT DRAWING OF SEPTIC UPGRADE �Q44 p•OTessiD"°\ ��O�OooO Permit Number. SW040455 MUNICIPALITYOFANCHORAG,E n�C� 4 Development Services Department y� P On -Site Water 8 Wastewater Program I� 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT Initial Date Issued: Oct 25, 2004 Expiration Date: Oct 25, 2005 Parcel ID: 020-511-21 Legal Description:'rRABBiT CREEK VIEW SUBDIVISION TRACT A-1 Design Engineer: 0855 Garness Engineering Group, LTD Owner Name: ROBIN ABRAMSON Owner Address: 7800 ABRAMSON ANCHORAGE. AK 99518 - Site Address: 7800 JAMIE AVENUE Lot Size: 394218 SQ. FT. Total Bedrooms: 3 Permit Bedrooms: 3 This permit is for the construction of: Q✓ Disposal Field Q✓ Septic Tank Holding Tank [] Privy Private Well 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 15.85 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 Supply Permit only). 4. From October 15 to April 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 - Date: 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 ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. O."h' '511 - 21 Permit Number Property owner(s) ROBIN ABRAM ON Mailing address (1) _ 900 JAMIE AVENUE *-ANCHORAGE. Day phone Ak 345-0374 ailing address (2) ` D _j t �Lf� qR� to Zip Code 99516 Legal description (Lot, Block & Sub'd.) TRACT A-1: RABBIT CgEEK VI W SUBDIVISION Legal description (Section, Township & Range) N/A ' Lot Size 3Q 4. �q 8 Acr Sq.F Number Bedrooms of THIS APPLICATION IS FOR: Sewer Only ❑ Well Only ❑ Sewer and Well ❑ Water Storage ❑ Sewer Upgrade ■ THIS PROPERTY CONTAINS: Hot Tub ❑ Jacuzzi ❑ Swimming Pool ❑ Water Softening Unit ❑ Therapy Pool ❑ 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. Permit Fees: 6n so Date of Payment: _ IC) b LQ Receipt Number. O_C�9cfll� Waiver Fees: Date of Payment: Receipt Number: GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS & GENERAL CONTRACTORS October 18, 2004 Municipality of Anchorage Development Service Department On -Site Water & Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, Ak 99519-6650 (907)343-7904 Ref: Proposed Septic System for Rabbit Creek View Subdivision; Tract A-1, 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 currently in the state of failure and needs to be replaced. We are proposing to install a new 1000 gallon septic tank and a 5 -wide trench type drainfield. 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. TRENCH DESIGN: a. Percolation Rate: 3.3 minutes/inch b. Proposed Application Rate: 1.0 gallons/day/ft' c. Number of Bedrooms: 3 d. Design Flow: 450 gallons per day e. Minimum Absorption Area: 450 R' f. Total Depth: 7.5 feet (maximum) g. Effective Depth: 4 feet (minimum) h. Width: 5 feet i. Reduction Factor: .50 j. Minimum Length:45 feet long k. Effective absorption area = 450 ft' 3. SURFACE WATERS: There is a creek to the south of the house. The proposed septic system is to be installed 100'+ from the creek. 3701 E. Tudor Road, Suite 101 * Anchorage, AK 99507 Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: garnessengineering.com 4. TOPOGRAPHY: As can be seen on the attached topography site plan the average slope in the area is fairly flat. 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/ ave any questions, please contact us at 337-6179. Thank you for your assistance. , / I .E., M.S. NOTE: A site plan drawing, a design drawing, one soil log, and a 7 page construction specification letter which are all part of the design package for this septic system. 3701 E. Tudor Road, Suite 101 *Anchorage, AK 99507 Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: gamessengineering.com JAIMIE AVENUE ALTERNATE SITE ;•.: IROXIMATE LOCATION PROPOSED DRAINFIELD. EXCAVATE A TRENCH F EXI571NG SEPTIC `// THAT IS 7.5 FEET DEEP MAXIMUM BY 5 SYSTEM TO BE .+ ` ;:t FEET WIDE BY 45 FEET LONG. ADD 4 FEET COMPLETELY ' ?' :. OF CLEAN. WASHED SEWER DRAINROCK. ABANDONED. C ;t •.•'::f''� INSTALL DOUBLE INSTALL DOUBLE 7 CLFi NOUTS tt / 6I f o� � r\ 1 \ 1 PROPOSED 1000 GALLON SEPTIC TANK NOTE: THE CONTRACTOR SHALL HAVE THE 100' WELL RADIUS AND THE WEST LOT I LINE FLAGGED PRIOR TO CONSTRUCTION. / / DATE: 10/18/2004 u DRAWN BY: C.J.G. GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS&GENERAL CONTRACTORS SCALE: �* 9 1"-� 5701 E. TUDOR ROAD. SUITE IDI •ANCHORAGE, AK 99507 • PHONE (907)337-6179 • FM (907)338-3246 ............................. - 50' PREPARED FOR: PHONE NUMBER: PACE NUMBER: Q ROBIN ABRAMSON (907) 345-0374 2 OF 2 ' "'O A LECA& f , arness.: DESCRIPTION; Q u RABBIT CREEK VIEW SUBDIVISION; TRACT A-1 a TYPE OF WORK: 1 DESIGN FOR PROPOSED SEPTIC UPGRADE CYARNESS ENGINEERING GROUP, Ltd. CONSULTANTS i GENERAL CONTRACTORS SOIL LOG - PERCOLATION TEST LEGAL DESCRIPTION: RABBIT CREEK VIEW SUBDIVISION: TRACT A PERFORMED FOR: ROBIN ABRAMSON DATE: 8/25/2004 DEPT _ (feet F=HTEST HOLE 1 1 ORGANICS &Y• • • NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) _9/2/2004 1 5:25 — JAIMIE AVENUE ' 2 111111111 10 IINII 3.75" 3 5:35 — %% _ I � 141 NNH 10 • 00. � i Y IIIIIIIII 6' _ _ 5:55 i//i1 3" +( 11111 7 5:55 ��/� • vt 8 6:05 DEPTH TO DATE GROUNDWATER 13.5' 8/25/2004 13.3' 9/2/2004 DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) _9/2/2004 1 5:25 — JAIMIE AVENUE _ 2 5:35 10 2.25" 3.75" 3 5:35 — 6" _ I � 141 C 10 2.63" 3.37" � i Y - 6' _ i 5:55 10 3" 3- 7 5:55 - 6" - 8 6:05 10 3' 3- 9 6:05 - 6" _ 10 6:15 10 3" 3" 11 1 6:15 - 6" _ 12 1 6:25 10 3" 3" SITE PLAN "=100' I 1 DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) _9/2/2004 1 5:25 — 6" _ 2 5:35 10 2.25" 3.75" 3 5:35 — 6" _ 4 5:45 10 2.63" 3.37" 5 5:45 - 6' _ 6 5:55 10 3" 3- 7 5:55 - 6" - 8 6:05 10 3' 3- 9 6:05 - 6" _ 10 6:15 10 3" 3" 11 1 6:15 - 6" _ 12 1 6:25 10 3" 3" PERCOLATION RATE 3.3 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 6.0 FT. AND 7.0 T. A FOUR HOUR PRESOAK WAS PERFORMED: e YES ❑ NO SOILS LOGGED BY: SUSAN OSWALT PERCOLATION TEST PERFORMED BY: ROB CAMPBELL COMMENTS: PERFORMED BY GEG, Ltd. 1. JEFFREY A. GARNESS. CERTIFY THAT THIS WAS PERORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: _/pJ, q ofj