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Home My WebLink AboutDAVID RING LT 2BDavid Ring Lot 2B #015-143-09 Municipality of Anchorage ' •, Development Services Department p' \ BuildingSafety Division Or -Site Water and W stewater Program, 4700 Elmore Road P.O. Box 196650 Anchorage. AK 99507 Page of vyww.d.anchorage akus (907) 343-7904 ONSITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Permit Number SW070131 PID Number 015-143-09 H.P. Tom a Andrea Evans Wastewater System: 0 New ❑ Upgrade Aebe•• 11370TotemRoad Anchorage,AK99516 ABSORPTION FIELD Pnu,• 349-8459 rane"or e.aaum 4 P D••P rrwr D ShrwF T,"rA Cl e•0 O ManC D Oaw. LEGAL DESCRIPTION Sat RAM Ta" OwM eom"y,MI QecF ewy S�eeriw[ x LOL,1B .8 GPD FT 8 Ff. David Ring °.vmbPveeamneam"gnMtFeU. G"'w°.ou'°M"'"'n'P' Tp1'^�^'P F",pe Ssu"y 2 Fl. Fe WasG.ovw anpnM Veee 6 n rxew L"Qn 2-3 Fr. 66 Fl. Well: El New [3Upgrade G"`°"•'0°' ranc"ar.. Dw.noF>r.. O it--f m tPnv"e. A S. Q T"" D'oWL Cw w 3 Fr. ta" ewvpem rea y >12 Fl Pe• M" Private 137 Fl 1 137 R 792 FIS ASTM D3034 PVC �•�' Hefty Drilling, Inc. D"e Dr 8/10/2007 sooty L• 81 FL waraF.r Alaska General Industries OM•wrrea 882007 rrq DMPP GunnlYpxAeow Grv,.tl so WW 110 FL >r FL TANK SEPARATION DISTANCES 0 septic ❑ Holding ❑ S.T.E.P. 0 Other. ToSeptic Absorption Lift HoldinguElrlpnvate atl1'r y Fmn Tank I Field Station Tank Se Lit* Anchorage Tank 1,250 >100' >100' WA WA >25' MM",M Steel W d Two (2) s,n.o.WM >100, >10a NIA N/A LIFT STATION Lor LFo >S >117 NIA NIA FaMWon'Pnp >S >10' WA WA m'or1 M. 'Perp •T Yr•I eL /Yy,'.M"Mnn M. n C, Dnn None Noted Pump MMu•Mom E� ImPemvo F•;r by Re BENCH MARK Lovoon "a D•.apMn Back Deck at Northeast Comer. 100.0 FL Inspections performed by: A. Harala Dates: 1" 872007 Engineer's Stamp .e�OFlt p^�6n2oD7 mentServicesDe Department DeveloP�F;ee••e•gCgS1� P p Approval �.. .. Conditional Approval Date: w *; 4918 ; •........ e.. ...... �. A MICHAEL E ANDERSON : �1/ Reviewed and approved by: F Date: 1- q -OR v C E.4381 i� �pF•• n« ermt o !us ~n p i�j� N t j "•n Y )!crcn 3 V to O r r Ov W o D o N 0 c 7 C O mm f 0 CTCc m m2. 10 5 m^ 1 v D 5 DNd z m - D �n � N0 4T D0o r-- N rn m ._ o N --1r z O � J m S .D o z m o m O N 1p O ca A •021 YV3101 3 le 0 m LO'S9L 3.60.YO,OOS � � N v v u. u Y Mia uy � miy BS��YY�'m5 q u y m m q u u u A � N � J O y m p cn J m y a� N 3`L ;A C• � v `O O a A 66'69L NL06.00,OON Municipality of Anchorage DEVEOPMENT SERVICES DEPARTMENT 4700 South Bragaw Street Anchorage, AK. 99519-6655 - 343-7904 On -Site Wastewater Disposal System or Well Inspection Report Permit Number. SW070131 nm Page 3 of 3 PID No. 015-143-09 9*91.95t U fn Fe,.a1,250 GallonSeptic Tank92.1 3T (Trench Length) N I 5// 152006 PROFILE AS -BUILT - No Scale 89.8 88.7 0 SEWERaEA IME,"..l O O O LOT2B m 49,421 SO. Fl 1.13 ACRES we LOT 2A S89°5920"W 299.51 dp IV "os JROW.RES Al - Z o� 0 o) ii O a� O �I tO _ — — — — — — — — — — — — — r — — IEIECW.EASE. — I u� / I N89°59'09"E — I I LOT 43A 299.51 ASBUILT CERT/F/CAT/ON I HEREBYCERT/FY THAT 1 HAVE SURVEYED THE FOLLOWING PROPERTY, LUT 2B, A SUBDIVISION OF LOT 2 DAVID RING, A SUBDIVISION OF BLM LOT 38 AND THAT NO ENCROACHMENTS EXIST, EXCEPT AS NOTED. EXCLUSIONS ITIS THERESPONSIBILITYOF THEEOWNER OR BUILDER TO DETERMINE THEEWSTENCE OFANYEASEMENTS, COVENENTS,ORRESTRICRONSWHICHDONOTAPPEARONTHERECORDEDPLAT. UNDER NO C!pQUMSrANCES SHOULD ANYDA M HEREON BE USED FOR ESTABLISHING BC �R �C �S ,eP4'I l \Y R /,/ M1 i DRAWW- DATE I SCALE I SHEET BY 12/28107 1 "=40' 1 OF f M.C. M CONSTRUCT/ON SURVEYS, LLC 4141 B STREET, SUI TE 203 ANCHORAGE, ALASKA 99503 LOT 26, A SUBDIVISION OF DAVID RING LOT 2, A SUBDIVISION OF BLM LOT 3B FOR TOM AND ANDREA EVANS QeJ Pump Installation, Log,, o�A a SK61 1� UXATKft NAbr- TOM ei vi Y eo- C Va ✓► S DATE: 0 �% iIltless Adapter Manufacturer's NameC c,;, ell S—/D)( PttlessAdapter Installer. �e& Iall�l.� ale I IPUMP TYPE IN�Mf..41 d I rANCE 7✓uhK1—�'S i m rood SM& t: PWW s L I rola DROP TYPE: TV. f%✓L Sh. C wMkn y7e w POBER CABLE` T)" Stl e-- I�I vxcv jw. wt. 2 "( o IWATER TAW' SI. L4.q Ga •L HELL CASOIQ size b DL.. Tx, m i CASED HOLE F, 01 TO 1 i 09AKE SMJCT, Ty"_421201,1 5M Fron '" To OPEN NOLE: r, ' COWENTS well was disinfected upon completion. imethod: calcium hypochlorite. Drilling, Inc Water WeCCaiid Pimp Service Anchorage, %Caska (907) 345-0593 �J-I-e� Dricang, ?nc. Well Log Water Weff DKlfing andPumy Service ?InAwra c. Vtlasfa (907) 345-0593 Drilling Started: 08;0912007completm:08/1 O 12007 city!BxVgt: Subdivision: Uom* LOT PropcnyO%ncNamc&Add�s:Tom&Andrea Evans chorage David Ring 2B 3521 East 66th St Site:Totem Road Anchorage, AK 99502 Meridian Township Range Section _ V4 Of __/ of %4 oft/4 13OREIIOLE DATA(ffom bop of casing)Depth Drilling method: (X) Air rotary. ( ) Cable tool. Other Material: Type. Color & wetness 1 Fmm ! To Wcll usc: ( ) Public supply. (X) Domestic. Other stickup 0 2 Depth orholc: 137 fl. Casing stickup: 2 fl Casing type: steel Thickness: .250 inches Casing diameter. 6 inches Casing depth: 137_ ft overburden 2 5 Liner type: - Diameter. _inches Depth: fl Static witcr (from top or casing): 81 h on 08,10 =7 sift & gravel 55 85 Pumping level & yield: _ feet after_ hours at _ gpm Recovery rate: 50 Spin. Method of testing: airlift moist sand & gravel 85 92 Developmcnr method: airlift Duration: 1 hour wet sand & gravel 92 95 Well intake opening type: (X ) Open end. ( ) Open hole. Other_ Screened. Start: ft. Stopped ft Screen type: - Slot mesh size: moist silt & gravel 95 105 Perforated. Stan: - ft. Stopped: ft Start: - Il. Stopped: - ft silt clay 105 122 Note: .......................... . ............. . ................................ ........................ wet sifty clay w/ gravel 122 128 erotn type: bentonite volume - Depth; from -ground SUrface ,to 20 fl gravel w/ H2O 128 137 Pump intake depth: ft Pump size: hp. Brand name: Was well disinfected upon completion'? (X) Yes. 1 ) No Method of disinfection:Calcium.H hlorite..(.Chlorine)... Driller comments! disclaimers: .................._........................................ ........................... ..................................................... I............... ........ ......... _..................................................... --...... —............................... ...........»............_......_......................................._................................. Welldrillcrnamc: JO Company name- Hefty Drillings Inc,......................................... Mailing address: ».3........ AkUla Dr. ........................................................ city. Anchorage State: AK zip 99516 Phone number : ( 907 h 345 - 0,593 fa)e3454700 Drillers signature: Municipality of Anchorage Development Services Department Building Safety Division On -Site Water and Wastewater Section 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 wwwmuni.org/onsite (907)343-7904 4ttention: Prope* owner shall provide a well log to the )SD within 60 days of well completion. Permit Number. SWO70131 Date of Issue: It to /27 /2007 Parccl idemiftcation Number. 015 —140 — 09 Is well located at approved permit location? (X) Yes or ( ) No 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 SW bgo irn g % �/" I (P 12.: UL ON-SITE WASTEWATER DISPOSAL SYSTEM / WATER SUPPLY PERMIT Initial Permit Number: SW070131 Date Issued: Jun 27, 2007 Expiration Date: Jun 26, 2008 Parcel ID: 015-143-09 Legal Description: DAVID RING LOT 2B Design Engineer: 0855 GARNESS ENGINEERING GROUF Site Address: NHN TOTEM ROAD Owner Name: TOM & ANDREA EVANS Lot Size: 49420 SO. FT. Owner Address: 3521 EAST 66TH STREET Total Bedrooms: 4 Permit Bedrooms: 4 ANCHORAGE. AK 99502 - This permit is for the construction of: ❑v' Disposal Field Q Septic Tank ❑ Holding Tank ❑ Privy 0 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 dosed on the same day. B. Covered, sealed, and heated to prevent freezing. Received By: Issued By: fiJ� Date: 012 71, Z Date: �� Municipality of Anchorage Development Services Department Building Safety Division 41' On -Site Water 8 Wastewater Program 4700 Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.cl.anchorage.ak.us (907) 343-7904 ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcell.D. f)15' I43-0 Property owner(s) TOM & ANDREA EVANS Day phone 349-8459 Mailing address 3521 EAST 66TH STREET ANCHORAGE. AK Legal description (Sub'd, Block & Lot ) DAVID RING, LOT 28 Legal description (Township, Section & Range) Lot Size L}q LIQ Sq.Ft. THIS APPLICATION IS FOR ([Dal[ that apply): Absorption Field Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well Water Storage ❑ Zip Code _ _ Number of Bedrooms 4 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 FeJ L V .C- -0ti of Date of Payment: "QUa? Receipt Number: ' S 0 0 9 (Rev. 11/05) Waiver Fees�__,.�___ Date of Payment: —ts -y Receipt Number:. __._ GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS & GENERAL CONTRACTORS r ---==--*= _ =i June 11, 2007 Municipality of Anchorage Development Service Department On -Site Water R Wastewater Program 4700 Bragaw Street P.O. Box 196650, Anchorage, Ak 99519-6650 (907)343-7904 Ref: Proposed Septic System for David Ring, Lot 2B, To whom it may concern: The proposed 4 bedroom house will be served by a private well and septic system. We are proposing to install a new 1250 gallon septic tank and a deep trench type drainfield. Two test holes were excavated on the property. The drainfield will be designed around the 30 foot radii of these test holes. 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 average topography around the drainfield is a 10 percent slope running approximately southeast to northwest. We are unaware of any adverse impacts this installation would have on adjacent wells or septic systems. " estions, please contact us at 337-6179. Thank you for your assistance. P.E., M.S. NOTE. -Attached 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) 337-6179' Fax: (907) 338-3246' Website: www.gamcssengincering.com / LATTA LOT 6 6 tCTA' I I I 1 I I \I I \I I \ LATTA S/D; ^ I \\LOT 3 I 1 LATTA S/D;F-14� / I I LOT 4 1 I I \j r / LATTA S/D; LOT 1 EI O O JODIE EST. LOT T H LOT 2A/,� I PROPOSED IOC \I /// \\ 1 \ T12N, RJW. SEC. 22, PROPOSED 4 / RING 1 S/D. BEDROOM HOUSE \\ LOT 39 PROPOS 100 / TH/ I 1\ I i \ PROPOSED SEPTIC SYSTEM I \ II o 1 � i---------- // I I O I I I EKVALL S/D; r� T12N. SAC. 22, i I TRACT 8 a10jC'S LOT 4(NO CONCERN) / I I S LE: 100' GARNLSS ENGINEERING GROUP, Ltd. 4 � •^---••-^�-•+^--•••� CONSULTANTS& GENERAL CONTRACTORS mss•.. •••••.. .. ..... ..... SAI C TILCM IIYU. ALIT 101 . MICNp4GG Y KIOt . l�IL'IC -•tA . !K (90�}Y-J]N . K141G .w. .esn PREPARED FOR: PHONE NUMBER: PAGE NUMBER: •••• ......••• ••••••• TOM & ANDREA EVANS 349-8459 1 OF 2 OQ p Y ess.- LEGAL DESCRIPTION: DRAWN BY: Q4 r CE -79 3� DAVID RING SUBDIVISION; LOT 2B B.F.M.� ' 6I!Z(.?. TcAo TYPE OF WORK: DATE: Q"brrO��pO000 WELL AND SEPTIC SYSTEM RESERVE MAP 6/11/2007 OF BEDROOMS:4 PER DAY (GPD): 6DO ION RATE/S: 11 MIN./INCH D APPLICATION PATE: 0.6 DRAINFIELD SO.FT.: 750 IM DEPTHAO FEET 3 FEET 1:(2 O 32.5') 65 FEET APPROVED SAND FILTER: N/A NE:6 FEET DON FACTOR:N/A . SO.FT.: 780 TO OBTAIN A COPY OF THE LETTER CONTACT CEG. 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 TH13 I LOT 2A •(`YA• 1 / / J`'0; INSTALL DOUBLE CLEANOUTS h FLOW 0 FITER 110; CCL�QQ J� PROPOSED 1250 / MT MTI I 70GALLON SEPTIC TANK LOT 26 i i TH21 I 1 GARNESS ENGINEERING GROUP, Ltd. pp, ;' 4 =a-n�->��••�•••�•-�• CONSULTANTS 3 GENERAL CONTRACTORS .......••• •• •• .••• ......••• 3M1 C TFM PWA 11RIC 101 • M10M14F• Mf N30) . ,ROIS (007)W) In • FM (M))330- . g91L Rw.O>wwwwy�Vewn PREPARED FOR: PHONE NUMBER: PAGE NUMBER: • • • • • • • • • • • •...... • • • TOM &ANDREA EVANS 907-349-8459 2 OF 2 Q p '., e r y arness: LEGAL DESCRIPTION: DRAWN BY: QO CE -79P3 DAVID RING SUBDIVISION; LOT 28 B.F.M. �0� e' 40.12./D��oAo TYPE OF WORK: DATE: �OOdpro IFesslo(Nd' PROPOSED DESIGN FOR SEPTIC SYSTEM 611/2007 �Oppppoo (R". 01/05) S w cu FOUNDATION/ - ...� ..,.. .1.� r.. ....:.. ;I X70; CLEANOUT \ H�.J�':ry:t::'.i,:. •` •� :. 5,3.x.:3: �. .;ri,'r n n PROPOSED '?' :' •i 5'.i '.' i"� •3. :.� ��.: i.��,,;:; ALL SURROUNDING WELL RADII, THE SOUTH SYE. I CCAA®O I I I l TMp 4 BEDROOM�•.w s:� .. y.>'', �: ,� •• 1;•:1;,wr �::. 1' - 50' ARE TO BE FLAGGED BY A REGISTERED LAND HOUSE ;. .,; r!; r ' SURVEYOR, PRIOR TO CONSTRUCTION "••,� :: �;'; PROPOSED DRAINFIELDS �J , �::..; ALTERNATE SITE J�'�r I I O GARNESS ENGINEERING GROUP, Ltd. pp, ;' 4 =a-n�->��••�•••�•-�• CONSULTANTS 3 GENERAL CONTRACTORS .......••• •• •• .••• ......••• 3M1 C TFM PWA 11RIC 101 • M10M14F• Mf N30) . ,ROIS (007)W) In • FM (M))330- . g91L Rw.O>wwwwy�Vewn PREPARED FOR: PHONE NUMBER: PAGE NUMBER: • • • • • • • • • • • •...... • • • TOM &ANDREA EVANS 907-349-8459 2 OF 2 Q p '., e r y arness: LEGAL DESCRIPTION: DRAWN BY: QO CE -79P3 DAVID RING SUBDIVISION; LOT 28 B.F.M. �0� e' 40.12./D��oAo TYPE OF WORK: DATE: �OOdpro IFesslo(Nd' PROPOSED DESIGN FOR SEPTIC SYSTEM 611/2007 �Oppppoo (R". 01/05) W ALL SURROUNDING WELL RADII, THE SOUTH SYE. I CCAA®O AND NORTH LOT LINES. AND ALL EASEMENTS 1' - 50' ARE TO BE FLAGGED BY A REGISTERED LAND ' SURVEYOR, PRIOR TO CONSTRUCTION GARNESS ENGINEERING GROUP, Ltd. pp, ;' 4 =a-n�->��••�•••�•-�• CONSULTANTS 3 GENERAL CONTRACTORS .......••• •• •• .••• ......••• 3M1 C TFM PWA 11RIC 101 • M10M14F• Mf N30) . ,ROIS (007)W) In • FM (M))330- . g91L Rw.O>wwwwy�Vewn PREPARED FOR: PHONE NUMBER: PAGE NUMBER: • • • • • • • • • • • •...... • • • TOM &ANDREA EVANS 907-349-8459 2 OF 2 Q p '., e r y arness: LEGAL DESCRIPTION: DRAWN BY: QO CE -79P3 DAVID RING SUBDIVISION; LOT 28 B.F.M. �0� e' 40.12./D��oAo TYPE OF WORK: DATE: �OOdpro IFesslo(Nd' PROPOSED DESIGN FOR SEPTIC SYSTEM 611/2007 �Oppppoo (R". 01/05) TaK.NID ENGINEERING, INC. 20441 PTARMIGAN BLVD. EAGLE RIVER, AK 99577-8736 SOILS PERCOLATION TEST Performed for. Tom 8c Andrea Evans Date Project: David Ring SID Lot 2 TEST HOLE A 2006-1 Depth (Feet) 15 oRG /OL SEE ATTACHED SITE PLAN FOR HOLE LOCATION GM / sm w/ gp/sp pockets B.O.H. 16- 17- 3-6% SLOPE 18- 19 - HOLE PRESOAKED 20- PRIOR TO TEST Was Ground water encountered? NO What depth? NA Depth to water after monitoring? 12' Date? 5/15/06 Reading Date Gross Time Net Time Depth to Water Net Drop 1 3/16/06 1:00 6" - 2 1:30 30 min 14/16" 51/16- 3 1:31 - 6" - 4 2:01 30 min 1" 5" 5 2:02 6" 6 2:32 30 min 1" 5" 7 8 9 10 11 12 Water Added Percolation Rate _ 6 (min/in) Perc Hole Diameter 6" Test Run Between 4.5 feet and 5.5 feet I, Kenneth M. Duffus, certify that this test was performed in accordance with all State and Municipal guidelines in effect on this date. A!—S OF.A4-.%`*,a� lfCD ENGINEERING, INC. TR �p• �� '�r9% 20441 FPARMIGANBLVD. ,,... 4. .2.... ...•:.. EAGLE RIVER, AK 99577-8736 SOILS PERCOLATION TEST tQ 9F�" !�� b•'.��`-� Performed for. Tom & Andrea Evans Date Project: David Rine SID Lot 2 TEST HOLE 9 2006-2 Depth (Feet) ORG /01, FOR ATTACHED SITE PLAN FOR HOLE LOCATION SM B.O.H. 17- 3-6% SLOPE 18- 19 - HOLE PRESOAKED 20- PRIOR TO TEST Was Ground water encountered? NO What depth? NA Depth to water after monitoring? DRY Date? 5/15/06 Reading Date Gross Time Net Time Depth to Water Net Drop 1 3/16/06 1:00 6" 2 1:30 30 min 34/16" 212/16" 3 1:31 - 6" - 4 2:01 30 min 33/16" 213/16" 5 2:02 6" - 6 2:32 30 min 34/16" 212/16" 7 8 9 10 11 12 ' Water Added Percolation Rate 10.9 (min/in) Perc Hole Diameter 6" Test Run Between 5.5 feet and 6.5 feet I, Kenneth Zvi. Duffus, certify that this test was performed in accordance with all State and Municipal guidelines in effect on this date.