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Home My WebLink AboutEKLUTNA GATE BLK 1 LT 3Eklutna Gate Block 1 Lot 3 #051-761-04 Municipality of Anchorage Development Services Department Building Safety Division On -Site Water 8 Wastewater Program, 4700 Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.G.anchorage.ak.us(907)343-7904 Page 1 of 3 On -Site Wastewater Disposal System and/or Well Inspection Report Permit Number. SW090206 PID Number. 051-761-04 Nome:PAULINE CHILLIGAN Wastewater System: O New ■ Upgrade Address: PO BOX 670648 a CHUGIAK, AK ABSORPTION FIELD Phone: No. of Bedrooms: N/A 4 0 Deep Trench 0Shallow Trench ■Bed 0Mound Clother LEGAL DESCRIPTION W Rolkq: 0.7 cn/se.rL Total Depth horn one" grads: 4.97 TO TOP OF SANDrL Block: Lot: Subdivision: Depth to pp• bonorn tram "Incl grade: arovd dpth beneath plpe: 1 3 EKLUTNA GATE 4.07 R 0.56 rT Township: Range: Section: rel add.d above «plod waa.: Gravel Mrgth: — — — SEE DWG. In. 58 rt. WELL: O New O Upgrade G.awl alduc 15+ Ihrmb.r or sne.: 3 o tonne eeteern r».: 5 rt. rL Cl*ae44 ion A a. A&0: Total Dep Caval To:(pEDROCK) Total absorption area: P" malerbl: Ft. rt. 870+ so. rL D 3034/ F-810 D.aNr: Data awes: stabs wd.r Laval: Yrta%e,.. SOUTH FORK Dd• kwtall.C: 10/28-11/2/09 Ft n«d. Pamp set AL Camp Il.ipht Abave Glol x TANK CPw R K SEPARATION DISTANCES ■septic []Holding CIS.T.E.P. 0Other* To Seplie Tank Absorption Field Llft station Holding Tank bpc/Prlvote sewer unes wmMoctw•r: ANCHORAGE TANK Cony In gaaarw: 1250 From Well 200'+ 200'+ — — 25'+ STEEL S of conponnwaw2 Surface Water 100'+ 100'+ - - - LIFT STATION Lot Lina 5'+ 10'+ — — — Sae h gapam slaadacturan Foundation 5'+ 10'+ — — — on l.vd atoft level at: o olann at Curtain Drain NONE KNOWN Pwao rAae. • low Irwp.ceorw perfo br: Remarks: OLD SEPTIC TANK WAS COMPLETELY BENCH MARK Lsealbn ona Deacrlpuam ABANDONED PER UPC TOP OF 2X6 TRIM AT NORTHWEST CONER OF HOUSE Aaeunwd Vavati n- 100.00 n. GEG, Ltd. performed by: Dates: 1st 10/28/09 ENGINEER? MInspections ooOF 2nd 10/29/09 �p�o4 3rd 10/30/09P.• ' S00 Development Services Department Approval 0, p T+ . •7 �' p..... . Conditional approval: Date: �< p QQ fr A. arness Q p CF, 53 :p OQ aha^'••,) IIS�0 �,••'cA�� llfa9slanox QQ4e0yPro Reviewed and approved by: ate 0 040�000� 4z 4 rAM INUMBER; ASPARCEL ID NUMBER: SWO _BUILT DRAWING I SW090206 051-761-04 If B 1 ST1 11.031 15.83 ST2 13.68 21.06 DBL1 21.77 22.97 DBL2 22.88 23.98 MTI 61.18 71.91 COI 62.33 72.90 CO2 68.23 78.06 CO3 74.05 83.22 MT2 75.15 84.20 MT3 67.43 58.57 C04 68.49 59.80 C05 74.17 66.17 C06 79.55 72.01 MT4 80.80 73.33 EKLUTNA GATE. LOT 2. BLOCK 1 HAR��T �R•_ — — — _ _ _ WATERLINE PROFESSIONALLY , LOCATED BY CHUGACH SEWER AND DRAIN. I NONE k ELECTRIC EASEMENT I 15' TELER � — � �l I 10 0,- - WTI I NEW DRAINFlELDST EXISTING O 11 1 DBL1&2 ST2 4 BEDROOM I HOUSE 0 I m I 1 ; I 1 I NEW 1250 GALLON I SEPTIC TANK LC05 _=WLL I ADVANCED TREATMENT SYSTEM EKLUTNA GATE, LOT 4, BLOCK 1 GARNESS ENGINEERING GROUP, Ltd. - CONSULTANTS R GENERAL CONTRACTORS .+�- �••�••+w�+•+•�----+ =I L TAM IO.D. 11MIC 101 MKNMML MI M • N (M7jU)-1111 • TAI (107I3M " • � �.p wlgan PREPARED FOR: PHONE CUMBER: PAGE NUMBER: PAULINE CHILLIGAN C/0 2 OF 3 LEGAL DESCRIPTION: DRAWN BY: EKLUTNA GATE. BLOCK 1. LOT 3 1 KDM OF WORK: AS -BUILT DRAWING (R.. 01A10) 11 ./.• /ey.... r PERMITNUMBER: PARCEL ID NUMBER: SW0 AS -BUILT DRAWING I SW090206 051-761-04 H TOP OF TANK AT INLET - 94.33 INVERT OF BUNG AT INLET - 93.93 TOP OF SAND 92.32 - RELATIVE ELEVATION OF BOTTOM OF TEST - 83.49 (DRY) FINAL GRADE - 98.81-99.13 SIT ST2 ANK I I n / AT OUTLET r- TOP OFT 94.49 NEW 1250 GALLON SEPTIC TANK -FINAL GRADE 97.18-98.18 3' FABRIC GARNLSS LNGINLERING GROUP, Ltd ., - � --• • CONSULTANTS 3 GENERAL CONTRACTORS �+---•�+--�••-�-•- IMI L 1Ig011 A 4 101 • MIOCAnCL MI 00lOf • M101( (00)).W) lft • INI (007)110�1TN 0091E �w.p. 01wn PREPARED FOR: PHONE CUMBER: PAGE NUMBER: PAULINE CHILLIGAN C/0 3 OF 3 LEGAL DESCRIPTION: DRAWN BY: EKLUTNA GATE, BLOCK 1. LOT 3 KOM TYPE OF WORK: DATE: AS -BUILT PROFILE DRAWING 11/5/2 (Rev. DIMS) -INVERT OF BUNG AT OUTLET - 93.70 -ORIGINAL GRADE AT HIGHEST POINT - 97.49 VERT OF DMIRIBUTION UNE - 93.08 (AVG.) BOTTOM OF BED 90.49 (AVG.) ....)K"-,v_4A °i oo600p p� 0 GARNESS ENGINEERING GROUP, Ltd. 9 yo, - -- CONSULTANTS & GENERAL CONTRACTORS -•u •• � •-- -- -• - - Q O :: A o0 3701 L IUDON RMD. SUFE 101 • N1CHXU L M SG307 • PwOpC (W7)M7-6179 • rel: CW -32" • WErM qwm wVmw" . . .... .. .. SOIL LOG - PERCOLATION TEST . „ 0 LEGAL DESCRIPTION: EKLUTNA CATE, BLOCK 1. LOT J��fy rA. G rness- 0 PERFORMED FOR: PAUUNE CHILLIGAN DATE: 10/28/2009 (feet) --==I ORGANICS 4��400000��0 ,... CONFIRMATION TEST HOLE 1 .I:i SOIL CLASSIFICATIONS 2 «� 3 +q; =,-' GP ML GM CL w. q'; GC OL N ;;:. °° •°> a SW MH 5w • t SP CH SM i OH 6— SC 7 :', DEPTH TO =^ GP TO GM GROUNDWATER DATE 8 �= DRY 10/28/200 .u� SCALE: 10 DATE READING CLOCK NET TIME WATER LEVEL NET DROP TIME (MINUTES) READING (INCHES) 12 B.0.11. � S P 13 14- PS PS2a 10 og 15— 16 17— SGS 6 G� 19 PERCOLATION RATE <1 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 5 FT. AND 6 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES E NO SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: JODY MAUS COMMENTS: PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS IPEFFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: f1 S 1 SWING TIES AND FINAL GRADES IAR cot COl , Eos M • en — • 7l+ 02 tl Loo Ept Cot. ,kTa.� H.I 102 &6 BENCHMARK DIAGRAM OF SYSTEM = 100.00 DESCRIPTION: PIPE A B C D ELEVATION Fco 1. 7 13. E/3 1 13.68' 1s. g3 gq.ts .CtL 19.'71 21.06 tY.pl 0(1L1 21.77 22.77 oeLz- ?z.>CS i?.aS N1r► 91.18' '7/•91 97. z.S Cot 62.73 -72.90 coi bS W.06Co) '7y.6S 8j.22 ,Y,t2 -7s./s Fy.zo 97. /.6 W27. Y3 58..['7 9g.18 eey 68.Y9 59.8'0 of y.►7 6b./7 co ig.S-{ '72.01 Mri PO. Eo '7.73 97.92 Ty1 911911.73.� r7. 12 7701 E. TUDOR ROAD. SLICE 101 • ANCHORAGE. AK 99507 • PHONE (907)337-6179 • fAX (907)336-7246 ' WESSITE:....90m ss..ghws.6g.C" MUNICIPALITY OF ANCHORAGE 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: Oct 09, 2009 Expiration Date: Oct 09, 2010 Permit Number: SW090206 Parcel ID: 051-761-04 Legal Description: EKLUTNA GATE ELK 1 LT 3 Design Engineer: 0855 GARNESS ENGINEERING GROUF Site Address: Owner Name: PAULINE CHILLIGAN Lot Size: 20418 SO. FT. Owner Address: PO BOX 670648 Total Bedrooms: 4 Permit Bedrooms: 4 CHUGIAK , AK 99567-0648 This permit is for the construction of: Disposal Field ❑✓ 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 15.65 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 By Date: Date: A rJ Municipality of Anchorage Development Services Department Building Safety Division On -Site Water 8 Wastewater Program 4700 Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.sk.us (907) 343-7904 ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. Propertyowner(s) PAULINE CHI LIGAN Day phone C/O Mailing address PO BOX 670648 • CHU IAK AK Site address 27540 HARICOT DRIVE • EKLUTNA. AK Zip Code 99567 Legal description (Sub'd, Block & Lot) EKLUTNA GATE BLOCK 1. LOT 3 Legal description (Township, Section & Range) N/A Lot Size U,) 'f 143 Sq.FL 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 ❑ 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. --ownef or euthefized agent) .L Permit/Rush Fees: O Date of Payment _i�S/�� Receipt Number. 0-5-z5 Li Li 7 (Rev. 11/05) Waiver Fees: Date of Payment: Receipt Number. GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS & GENERAL CONTRACTORS • September 15, 2009 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 Eklutna Gate; Lot 3, Block 1, To whom it may concern: The existing 4 bedroom house is served by a community well and private septic system. The septic system is undocumented and needs to be upgraded. We are proposing to install a 1250 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 show 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 average topography is relatively flat 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 aV questions, please contact us at 337-6179. Thank you for your assistance. .E., M.S. NOTd11 tached is a site plan drawing, a design drawing, one soil log, which are all 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) 3376179 • Fax: (907) 338-3246 • Website: www.gamessenginccring.com L, I ALL SURROUNDING PROPERTIES 1 i ARE SERVED BY A COMMUNITY WELL I / Hp_RI_C_OT / IC __-- \_-- __� o i Ic % �m / I 10 1. EXISTING I I / 4 BEDROOMI / EKLUTNA GATE, EKLUTNA GATE. HOUSE / LOT 1, BLOCK 1 LOT 2. BLOCK 1 / EKLUTNA GATE. / LOT 4, BLOCK 1 / Ltj EKLUTNA GATE. \ LOT 5, BLOCK I \\ EKLUTNA GATE. ;. • \ O LOT 8, BLOCK 1 C-) / i GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS 3 GENERAL CONTRACTORS --��— --^•° • r nrw en.n srn lel • uOD - m ee� • NU,E twn"7-6179 • r" (001)S m" • RDSe[: ew.,vw�rpe+rep-ewn PREPARED FOR: R.C.D.C. LEGAL DESCRIPTION: EKLUTNA GATE, LOT TYPE OF WORK: SITE PLAN (Rev. 01105) HE NUMBER: PAGE NUMBER 696-2828 1 1 OF 2 BLOCK 1 I K.D.M. 9/15/2009 / EKLUTNA GATE. \P LOT 8, BLOCK 1 GATE, LOT 9, BLOCK 1 OTTEKLUTKA9, - - - - - - - - - - - - - - i GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS 3 GENERAL CONTRACTORS --��— --^•° • r nrw en.n srn lel • uOD - m ee� • NU,E twn"7-6179 • r" (001)S m" • RDSe[: ew.,vw�rpe+rep-ewn PREPARED FOR: R.C.D.C. LEGAL DESCRIPTION: EKLUTNA GATE, LOT TYPE OF WORK: SITE PLAN (Rev. 01105) HE NUMBER: PAGE NUMBER 696-2828 1 1 OF 2 BLOCK 1 I K.D.M. 9/15/2009 DFSIGN q. ALL SURROUNDING PROPERTIES NUMBER OF BEDROOMS: 4 ARE SERVED BY A COMMUNITY WELL GALLONS PER DAY (GPD): 600 PERCOLATION RATE/S: <1 MIN./INCH NOTE: THE CONTRACTOR SHALL HAVE PROPOSED APPLICATION RATE: 0.7 THE NORTH, SOUTH, AND WEST LOT MINIMUM DRAINFIELD Son.: 858 LINES FLAGGED BY A REGISTERED LAND SURVEYOR PRIOR TO CONSTRUCTION. nneiurlci n nro1r1,1. MAXIMUM DEPTH: 7 FEET CiRIC GPS WIDTH: 15 FEET /� 612 APPROXIMATE LOCATION OF UNDOCUMENTED DRAINFlELD IS TO BE LENGTH: 58 FEET COMPLETELY ABANDONED IN PUCE V" M.O.A. APPROVED SAND FILTER: 2 FEET CONFIRMATION TEST HOLE AND PERK TO BE PERFORMED EFFECTIVE: 0.50 FEET PRIOR TO CONSTRUCTION FOR THE PURPOSE OF REDUCTION FACTOR: N/A ALTERNATE SITE WILL REQUIRE AN I ADVANCED TREATMENT SYSTEM EKLUTNA GATE. ACTUAL SO.FT.: 870 LOT 4. BLOCK 1 LETTER THAT PERTAINS TO THIS DESIGN. — TO OBTAIN A COPY OF THE LETTER CONTACTGG. BY PROCEEDING ROCE DINGEFORWARD HARICOTWITH HIS WELL DRILLER, CONTRACTOR AND I PROPERTY OWNER AGREE THAT THEY WATERLINE PROFESSIONALLY HAVE READ THESE SPECIFICATIONS AND LOCATED BY CHUGACH SEWER AGREE TO ACCEPT THE TERMS AND AND DRAIN. I CONDITIONS OUTLINED. EASEMENT (92 EKLUTNA GATE. LOT 2. BLOCK 1 EXISTING UNDOCUMENTED SEPTIC PHONE ELL I TANK IS TO BE COMPLETELY ISS TELE — ABANDONED PER UPC(92 — 69 � (92 r - �I I //66 EXISTING I I � I II R (92 4 BEDROOM I D I TH/1 I _{ I I T'T I I I (92PROPOSED 1250 GALLON SEPTIC TANK INSTALL DOUBLE CLEANOUTS 0 70 GARNL•'SS ENGINEERING GROUP, Ltd. ppm ' 4 y,* . CONSULTANTS d GENERAL CONTRACTORS '•"" . . ' ' .. "" """' 3"1 G 7 AqA l 101 • Me"DRM t W MO7 • r110.< (/07)137- M • rM (007)A1e " • IIOSIR: ee•.,v.wyn••rYya• a PREPARED FOR: PHONE NUMBER: PACE NUMBER: . ........••• ••.... R.C.D.C. 345-7232 2 OF 2 OQ/p I Garn s: LEGAL DESCRIPTION: DRAWN BY: y, CE -795 ,• `F� EKLUTNA GATE. BLOCK 1. LOT 3 K.D.M. 0� a e' �f do CA TYPE OF WORK: DA7E: 40Q4pOQQslorl PROPOSED SEPTIC SYSTEM DESIGN UPGRADE 1 /11/09 (Rev. 01105) GPS /� 612 APPROXIMATE LOCATION OF UNDOCUMENTED DRAINFlELD IS TO BE COMPLETELY ABANDONED IN PUCE V" CONFIRMATION TEST HOLE AND PERK TO BE PERFORMED PRIOR TO CONSTRUCTION FOR THE PURPOSE OF ESTABLISHING A RESERVE DRAINFlELD SITE ALTERNATE SITE WILL REQUIRE AN I ADVANCED TREATMENT SYSTEM EKLUTNA GATE. LOT 4. BLOCK 1 0 70 GARNL•'SS ENGINEERING GROUP, Ltd. ppm ' 4 y,* . CONSULTANTS d GENERAL CONTRACTORS '•"" . . ' ' .. "" """' 3"1 G 7 AqA l 101 • Me"DRM t W MO7 • r110.< (/07)137- M • rM (007)A1e " • IIOSIR: ee•.,v.wyn••rYya• a PREPARED FOR: PHONE NUMBER: PACE NUMBER: . ........••• ••.... R.C.D.C. 345-7232 2 OF 2 OQ/p I Garn s: LEGAL DESCRIPTION: DRAWN BY: y, CE -795 ,• `F� EKLUTNA GATE. BLOCK 1. LOT 3 K.D.M. 0� a e' �f do CA TYPE OF WORK: DA7E: 40Q4pOQQslorl PROPOSED SEPTIC SYSTEM DESIGN UPGRADE 1 /11/09 (Rev. 01105) GARNTESS ENGINEERING GROUP, Ltd. .-. CONSULTANTS 6 GENERAL CONTRACTORS I��•��+�^• SOIL LOG - PERCOLATION TEST LEGAL DESCRIPTION: RURAL COMMUNITY DEVELOPMENT CONSULTANTS PERFORMED FOR: EKLUTNA GATE. BLOCK 1. LOT 3 D) DEPTHfflz ORGANICS (reef 1 TEST HOLE 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 GP TO GM SOIL CLASSIFICATION DEPTH TO GROUNDWATER DATE DRY 8/28/2009 DRY 9/4/2009 E%/_A NNN • 1;3�3` '1f ``77 if �i ��yypp�i 'YH. • DEPTH TO GROUNDWATER DATE DRY 8/28/2009 DRY 9/4/2009 SCALE: 1' .100' DATE READING CLOCK I NET TIME I WATER LEVELI NET DROP TIME (MINUTES) READING (INCHES) -r\ r - F PS p9 t9� PERCOLATION RATE <1 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 5 FT. AND 6 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. 1, JEFFREY A. GARNESS. CERTIFY THAT THIS WAS VERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: