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Home My WebLink AboutGREAT LAND ESTATES #1 BLK 2 LT 2Great Land Estates #1 Block 2 Lot 2 #051-131-06- 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.sk.us (907) 343-7904 Page 1 of 3 On -Site Wastewater Disposal System and/or Well Inspection Report Permit Number. SW060313 PID Number. 051-131-06 Nome: Wastewater System: ❑ New ■ Upgrade AUDREY HILL Address: 700 W. WINTER COURT ' WASILLA, AK 99654 ABSORPTION FIELD Phone: No. or Bedrooms: (907) 357-6212 3 CI Deep Trench O Shallow Tench Need D Mound 0 Other SW Rakq: Taa D.plh fnNn *AV'1W gnWs: LEGAL DESCRIPTION 0.5 apo/ea. n '• 1.99 n Block: Cot Subdnision: O.ah to R4• sal«" here "kwl wwd.: arewl dWh bwwoth Pae 0.61 2 2 GREATLAND ESTATES #1 SEE DWG. n R Township: Range: Section: — N edd.d •b•"" "kw gro "` cre.N bgec 60 — — SEE DWG. n R crs .l ekRh: NwM.r a Rn..: U.t«w. w.an..: WELL: ❑ New ❑ Upgrade 15 R 3 5 R ckwrtwe4on I'rwet.. A6.0 : raa g.p ce..d Te:(� Tad eb.«plwn «w•: 900+ �'" D 3034/ F-810 r n m. R static waw le.w: R kwlown DIRTWORK oa. krtdwe: 10/28/2006 a,w,,; 0a* wxrd: 7 rwip: Pump=« At: ras" "ht #be.. c.«Rm: TANK GPY R SEPARATION DISTANCES ■septic DHolding OS.T.E.P. ❑Other To Septic Absorption Lift Holding sp/pdRpb r Llwlm*ctur.. ANCHORAGE TANK Ce dy in 9.w.; 1000 From Tank Field Station Tank flee 100'+ too'+ — — 25'+ kbl«W. STEEL Nump« a .emppnmwes. 2 Well Surface water 100'+ 100'+ — — — LIFT STATION S.. In spam.: I1p Wt«tu .n Lot Line 5'+ 10'+ — — — on k of Limp ell a. Hph wa« akRm a: Foundation 5'+ 10'+ — — — ►unp Npk. l Ewarkel swp.al«w p.rbrrn"d br. curtain Drain NONE KNOWN BENCH MARK Remarks: *OLD SEPTIC TANK AND CRIB WERE PUMPED, CRUSHED, AND COMPLETELY ABANDONED. tOMwn prw w. App : BOTTOM OF WINDOW SILL NEAR POINT "'B" •' TO TOP OF SAND A..Nnwe EbvplwR. 100.00 n ENGINEER'! e Inspections performed by: GEG, Ltd. Dates: 1st 10/26/2006 OF QF gsp0 2nd,10/27/2006 P • • 3rd 10/28/2006 ov00 A Development Services Department Approval I �*00� �: T .......... Reviewed and approved by: Date:.••• '••J f A. Gar "" 0 ess:' E_ � •' SFO • 11.2 . � o°o ��0�° Reviewed and approved by: Date: 1 Z ZO °ro(eseja�ao� (R.v. 4/0e) M NUMBER SWO60313 : SW0 AS -BUILT DRAWING H.5 WL2 GREATLAND DRIVE 1 I3.� 511 11.6 1 23.1 S12 22.0 DBL 1h2 3"1 L TIOM AWA 9M[ 101 • MIC1OR GL Mt spot • n 007)SAf" •IMI t90nW-uw • A w•.9•^�'M+�M••" 0%3 24.1 31.1 1 - •r�'.• -^' NEW 1000 GALLON 26.6 33.0 •�^•�`.`. / SEPTIC TANK COl 8 .0.5 66.0 CO2 EXISTING/ A DBL 3&4 N.1 1 50.6 3 64.0 F Hous�M MTt 66.2 BLUE804RD 55.5 _ n - n INSULATION NEW DRAINFIELD� ��ALTERNATE SITE WILL 4a0� REQUIRE THE USE OF AN ADVANCED WASTEWATER TREATMENT SYSTEM PARCEL ID NUMBER: 051-131-06 r_._l_ _81--cl pall 1!.3 1 H.5 WL2 1..1 I3.� 511 11.6 1 23.1 S12 22.0 2e.e 3"1 L TIOM AWA 9M[ 101 • MIC1OR GL Mt spot • n 007)SAf" •IMI t90nW-uw • A w•.9•^�'M+�M••" 0%3 24.1 31.1 1 - OM. 26.6 33.0 - COl 69.2 .0.5 66.0 CO2 61.0 N.1 1 50.6 Lbs 64.0 4a.3 1 65.2 MTt 66.2 39.0 55.5 Ca 111.1 65.3 63.0 COS 112A 01.6 61.2 C06 113.1 66.1 09.9 MT2 1 114.1 69.4 90.6 (R". 01m) .. r. './� it _ .._.. __ �� • ... _..._. .. ._ GARNESS ENGINEERING GROUP, Ltd. p;'�:` T CONSULTANTS b GENERAL CONTRACTORS VA"""' """' "'•""' 3"1 L TIOM AWA 9M[ 101 • MIC1OR GL Mt spot • n 007)SAf" •IMI t90nW-uw • A w•.9•^�'M+�M••" D PREPARED FOR: PHONE NUMBER: AUDREY HILL 357-6212 PAGE NUMBER: 2 OF 3 •: • ' .••• ... Q e '• If GQ ..••,•" ass: LEGAL DESCRIPTION: DRAWN BY: B.F.M. O o, C -7953 O 00 L PL• vi •• ��' GREATLAND ESTATES #1; LOT 2. BLOCK 2 DATE: .6�1 Fpoo �OQ444�QQOoo TYPE OF WORK: AS -BUILT FOR SEPTIC SYSTEM UPGRADE 11/2/2006 (R". 01m) PERMIT NUMBER: AS–BUILT DRAWING PARCEL ID NUMBER: SWO60313 051-131-06 INSULATION FINAL GRADE - 99.60-99.66 STI ST2 ATTOP T95K92� /AT TOP OF TANK AOUTLET .95.90 I THAI INVERT OF BUNG AT INLET - 95.31 TOP OF SAND . 93.72 – H2O O 88.71 ON 9/8/2006 I OF BOTTOM - 81.71 NEW 1000 GALLON SEPTIC TANK -FINAL CRADE . 97.67-98.31 BOTTOM OF BED - 91.71 — INVERT OF BUNG AT OUTLET - 95.06 FABRIC GARNESS ENGINEERING GROUP, Ltd. ; CONSULTANTS 6 GENERAL CONTRACTORS n1 L nua ro.a sm Io. • mowML m ram • r (907)5P- In • ra (907)33 " • �umc ....�.-.a-.Foa- PREPARED FOR: PHONE NUMBER: PAGE NUMBER: AUDREY HILL 357-6212 3 OF 3 LEGAL DESCRIPTION: DRAWN BY: GREATLAND ESTATES #1; LOT 2. BLOCK 2 B.F.M. DATE: TYPE OF WORK: 11 2 2006 PROFILE DRAWING FOR SEPTIC SYSTEM UPGRADE (Rm. 0IM5) ORIGINAL GRADE . 95.71 IT OF DISTRIBUTION UNE - 91.33 9 wmt �.�. ....... rey orness: u CE -7 53 ei QD' •. FO Q°e^ y.7li (!b' gado MUNICIPALITY OFANCHOR4GE Development Services Department On -Site Water 8 Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT Upgrade Date Issued: Sep 26, 2006 Expiration Date: Sep 26, 2007 Permit Number: SWO60313 Parcel ID: 051-131-06 Legal Description: GREAT LAND ESTATES #1 BLK 2 LT 2 Design Engineer: 0855 GARNESS ENGINEERING GROUF Site Address: 023324 GREATLAND DR Owner Name: AUDREY HILL Lot Size: 90000 SO. Fr. Owner Address: 700 W. WINTER COURT Total Bedrooms: 3 Permit Bedrooms: 3 WASILLA , AK 99654 - This permit is for the construction of: ❑✓ 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 specked 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 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: Issued Date: 2 0 Date: 2 u Municipality of Anchorage "1 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.ek.us (907)343-7904 ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. Property owner(s) AUDREY HILL Day phone 357-6212 Site address Legal description (Sub'd, Block & Lot ) Legal description (Township, Section & Range) N /A Lot Size q0 r 008 Sq.Ft. THIS APPLICATION IS FOR (gall that apply): Absorption Field ❑ Septic Tank Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage ❑ Zip Code 99654 Number of Bedrooms 3 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. Permit/Rush Fees: l9 L/ - 0 O Date of Payment: Receipt Number. �� O ��xR (Rev. 11/05) Waiver Fees: Date of Payment: Receipt Number. GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS 8 GENERAL CONTRACTORS September 18, 2006 Municipality of Anchorage Development Service Department On -Site Water & Wastewater Program 4700 Bragaw Street P.O. Box 196650, Anchorage, Ak 99519-6650 (907)343-7904 Ref: Proposed Septic Upgrade for Greatland Estates Subdivision #1; Lot 2, Block 2, To whom it may concern: The existing 3 bedroom house is served by a private well and an "undocumented" septic system. We are proposing to install a new 1000 gallon septic tank and a bed 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. 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 around the proposed drainfield is relatively 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 have any questions, please contact us at 337-6179. Thank you for your assistance. M.S. NOTE: Attached is a site plan drawing, a design drawing, one soil log, which are all part of the design packagefor this septic system. (Contact C.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.gamcsscnginccring.com GREATLAND EST. /1;I GREATLAND EST. /I: I GREATLAND BLOCK 01, LOT 1, BLOCK 1 LOT 2, BLOCK 1 NO CONCERN NO CONCERN / GREATLAND DRIVE IF I qtr; EXISTING 1 CLOT BLOCK 21 SYSSTTEM- I I I / GREATLAN EST. /3: \ / LOT 13. BLOCK 2 100' WELL RADIUS 1 ��EA \ / 0 / TN/1 GREATLAND EST. /k LOT 12, BLOCK 2 (NO CONCERN) OSED SEPTIC UPGRADE DESIGN PACE 2 OF 2) GREATLAND EST. #I; LOT 3, BLOCK 2 NO CONCE GREATLAND EST. f3; LOT 11, BLOCK 2 GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS E GENERAL CONTRACTORS �� Q• • • • • • • •' "' """""" M1 L TDM sOb. ■II[ JOI • M1CMM/!L. At N101 s2ac 111-s1» • f111 JJs -124 • `ESA2: w. assn Q PREPARED FOR: PHONE NUMBER: PAGE NUMBER: ••• : "' AUDREY HILL 357-6212 1 OF 1 �Q '•, 1 arness: LEGAL DESCRIPTION: DRAWN BY: O a CEj7953 `FG GREATLAND ESTATES SUBDIVISION #1; LOT 2, BLOCK 2 C.J.G. TWE OF WORK: DATE: �OQProfesslo0eOQ��OOox SITE PLAN FOR PROPOSED SEPTIC UPGRADE 1 9/18/2006 III". G1.05) GREATLAND DRIVE _ CRIB TO BE .RUSHED AND / .� COMPLETELY AUANUUNLU \- 4 LL l EXISTING WELL TO I I EXISTING DRAINFIELD TO BE BE COMPLETELY P•1 I COMPLETELY ABANDONED II II NED EXISTINGSEPTIC'UNDOCUMENTED" NK TO BNE D• PUMPED, CRUSHED AND II COMPLETELY ABANDONED Lmd MT U ALTERNATE SITE WILL REQUIRE THE USE OF AN ADVANCED WASTEWATER W7 SYSTEM 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 %._�' _�, _ _ __ pow,. • •.S�� GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS& GENERAL CONTRACTORS�•.... :: I»I c 11mIr arse, qrt[ lel • MUgIULC Mt Neo) •wart (.o1W»1» • FM (ee1).0 46 • WOerC w..e....•.y..�Me O. PREPARED FOR: PHONE NUMBER: PAGE NUMBER: ••' ...... G ness: QO E-795 tiFa LEGAL DESCRIPTION: DRAWN BY: GREATLAND ESTATES SUBDIVISION #1: LOT 2. BLOCK 2. C.J.G.CbV k-' TYPE OF WORK: DATE: DO 0\ o DESIGN FOR PROPOSED SEPTIC SYSTEM UPGRADE 9/18/2006 (Rev. 01105) NUMBER OF BEDROOMS:3 GALLONS PER DAY (GPD): 450 _ PERCOLATION RATE/S: 5.45 MIN./INCH PROPOSED APPLICATION RATE: 0.5 MINIMUM DRAINFIELD SO.FT.: 900 INSTALL FOUNDATION DRAINFIELD DESIGN: MAXIMUM DEPTH:4 FEET WIDTH: 15 FEET CLEANOUT LEN6TH:60 FEET PROPOSED 1000 M.O.A. APPROVED SND FILTER: 2 FEET GALLONS SEPTIC TANK EFFECTME:0.5 FEET REDUCTION FACTOR: N/A / ACTUAL SO.FT.: 900 CRIB TO BE .RUSHED AND / .� COMPLETELY AUANUUNLU \- 4 LL l EXISTING WELL TO I I EXISTING DRAINFIELD TO BE BE COMPLETELY P•1 I COMPLETELY ABANDONED II II NED EXISTINGSEPTIC'UNDOCUMENTED" NK TO BNE D• PUMPED, CRUSHED AND II COMPLETELY ABANDONED Lmd MT U ALTERNATE SITE WILL REQUIRE THE USE OF AN ADVANCED WASTEWATER W7 SYSTEM 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 %._�' _�, _ _ __ pow,. • •.S�� GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS& GENERAL CONTRACTORS�•.... :: I»I c 11mIr arse, qrt[ lel • MUgIULC Mt Neo) •wart (.o1W»1» • FM (ee1).0 46 • WOerC w..e....•.y..�Me O. PREPARED FOR: PHONE NUMBER: PAGE NUMBER: ••' ...... G ness: QO E-795 tiFa LEGAL DESCRIPTION: DRAWN BY: GREATLAND ESTATES SUBDIVISION #1: LOT 2. BLOCK 2. C.J.G.CbV k-' TYPE OF WORK: DATE: DO 0\ o DESIGN FOR PROPOSED SEPTIC SYSTEM UPGRADE 9/18/2006 (Rev. 01105) GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS& GENERALCONTRACTORS� �. SOIL LOG - PERCOLATION TEST LEGAL DESCRIPTION: CR ND ESTATES SUBDMSION J1: LOT 2. B PERFORMED FOR: AUDREY HILL D) DEPTM—;;;; (feet1ORGANICS 8- 9- 10- 11- 12• 13 14 15 16 17 18 ujim J r A�6arr'es*s InP°o: El-79p3l GREATLAND DRIVE FN.A TH#1 + SCALE: t• •too' DATE READING CLOCKTIME NET TIMENT (MINUTES) ER W RTEADING EL DROP (INCHES) 8 31 2006 1 2 2:37 3:07 — 30 6" 0" 6" 3 -II • - — 6" 4 3:37 111111111 1 2" 5 1 2" 5 3:37 — l�li CIL 6 4:07 30 1 2" N/NHSF3M GC • 1SOIL• ��.CH Il��llls;MH • t`SC GM DEPTH TO 8- 9- 10- 11- 12• 13 14 15 16 17 18 ujim J r A�6arr'es*s InP°o: El-79p3l GREATLAND DRIVE FN.A TH#1 + SCALE: t• •too' DATE READING CLOCKTIME NET TIMENT (MINUTES) ER W RTEADING EL DROP (INCHES) 8 31 2006 1 2 2:37 3:07 — 30 6" 0" 6" 3 3:07 — 6" 4 3:37 30 1 2" 5 1 2" 5 3:37 — 6" 6 4:07 30 1 2" 5 1/2* PERCOLATION RATE 5.45 (MIN./INCH) PERC. HULt UTA. 19 TEST RUN BETWEEN 3.0 FT. AND 3.5 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: M YES ❑ NO SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: BENNY MADS COMMENTS: PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PER o oMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: