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Home My WebLink AboutSEAVIEW HEIGHTS BLK 2 TR 4Onsite File Seaview Heights Block 2 Tract 4 #011-291-01 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 Page 1 of 3 On -Site Wastewater Disposal System and/or Well Inspection Report Permit Number: SW020426 011-291-01 Name: SHANNON HAYDEN Address: 2420 HIGHGATE COURT* ANCHORAGE, AK 99502 Phone: No. of Bedrooms: (907) 522-2211 4 LEGAL DESCRIPTION Block: Lot: Subdivision: 2 4 SEAVIEW HEIGHTS Township: — Range: — Section: — WELL: ■ New ❑ Upgrade PRIVATE DRILLING Yleld:Pump 60 GpN set At: UNKNOWN Pt. Casing Haight SEPARATION DISTANCES To From Septic Tank Absorption Feld Lift Station Holding Tank Well 100'+ 100'+ — — —7953 Reviewed and approved by:. Date: afesswn Surface Water 100+ 100+ — — Lot Line 5'+ Foundation 5'+ Curtain Drain NONE KNOWN — PID Number. Wastewater System: ■ New ❑ Upgrade ABSORPTION FIELD ■ Deep Trench O Shallow Trench asked O Mound OOther Soil Rating: Total Depth from original grade: 1.2 GPD/sg. Ft. 9.0 (MAX) Ft Depth to pipe bottom from original grade: Gravel depth beneath pipe: 5.0 FL 4.0 pt FlII added above original grade: gravel length: SEE DWG. Ft. 63 Pt Growl width: Number of ones: Distance between lime: 3+ Ft. 1 — Ft Total absorption area: Pipe material: 504 so. Ft D 3034/ F-810 Date Mailed: OWNER 1 4/10-11/2003 233 FL water Leval: Installer. 110 Ft. 4bove Ground 2 FL 25'+ TANK ■ Septic O Holding O S.T.E.P. O Other inufactunr. Copoolty In gallom: ANCHORAGE TANK 1250 iteriol: Number of compartments: STEEL 2 — I LIFT STATION — Sim In gallons: hlonuloel Dectrical Inepeatione Remarks: BENCH MARK Location and Description: THRESHOLD OF GARAGE MANDOOR ---" 101.81 ENGINEER'S SEAL Inspections performed by: AKWWC, INC. Dates: list 4/10/2003 .. 2nd 4/10/2003 Q 3rd 4/11/2003 O� m A. arness:' Development ervices DepartmentApproval —7953 Reviewed and approved by:. Date: afesswn (Rev. 12/Dl) OOp®vim" PERMIT NUMBER: AS -BUILT DRAWING PARCEL ID NUMBER: SW020426 011-291-01 1 ALTERNATE SITE NEW DRANFlELD C '—=—=�H1z•� TH/1 DBL2J DBL1 \ 44 N I NEW' EPTION / yOCTANK F. ST1 32.7 22.0 ST2 .4 28.3 DBL1 .8 31.7 DBL2 j37.4 32.8C01 .0 26.2 MT1 54.3 28.9 CO2 89.9 87.1 MT2 86.8 83.8 CO3 58.3 47.7 10/8/2003 •� 4 DRAWN BY: ALASKA «INTER & WASTMAINTER scAA�e..•G./C.J.G. CONSULTANTS, INC. i ^ = 40� 3701 F 73IDOC COGS SUr7F 101 . AAOMCCGGF AK QQSO? - FwOGF (0071]3)-6179 • FAX (997)336-3?L6 PREPARED FOR: PHONE NUMBER: SHANNON HAYDEN (907)522-2211 2 OF 3 LECA. DESCRIPTION: SEAVIEW HEIGHTS SUBDIVISION; LOT 4. BLOCK 2 TYPE OF WORK: AS—BUILT DRAWING OF NEW WELL LOCATION AND SEPTIC SYSTEM WELL i tf.A. ......... ess. FG eO4: / 10/8/2003 •� 4 DRAWN BY: ALASKA «INTER & WASTMAINTER scAA�e..•G./C.J.G. CONSULTANTS, INC. i ^ = 40� 3701 F 73IDOC COGS SUr7F 101 . AAOMCCGGF AK QQSO? - FwOGF (0071]3)-6179 • FAX (997)336-3?L6 PREPARED FOR: PHONE NUMBER: SHANNON HAYDEN (907)522-2211 2 OF 3 LECA. DESCRIPTION: SEAVIEW HEIGHTS SUBDIVISION; LOT 4. BLOCK 2 TYPE OF WORK: AS—BUILT DRAWING OF NEW WELL LOCATION AND SEPTIC SYSTEM WELL i tf.A. ......... ess. FG eO4: SWW020426 AS -BUILT DRAWING P0111 -CEL '291 01` Oh If /�I'�3, I l 5mj&L 101.10 I e ; TOP OF 1 INLET - TANK AT 92.32 INVENT OF BUNG -1 NEW 1250 GALLON AT INLET 91.6211 SEPTIC TANK INVENT OF BUNG AT OUTLET - 91.47 MRAL GRADE - TH#'197.40-100.98 ORW AL GRADE - 93.05 1�Aft--Fs Nomm POINT FABRIC TWERT OF PIPE 883.0 (AVG) NI OF TRENCH 84.05 (A%q LLlb RELATIVE ELEVATKIN OF BOTTOM OF TEST HOLE - 75M OM NOTE DR» OATS: 8/8/2003 _ - DRAWN 0* ALASKA WATER & WASTEW TM A.J.G./C.J.G. CONSULTANTS, INC." SOME, 3791 E. TUDOR ROAD, SUITE 101 • ANCHORAGE. AK 993D7 • PHONE f9071337�179 • FAX (907MB•SEA4 N.T.S. PREPARED FOR: PHONE NUMBER: PAGE NUMBER SHANNON HAYDEN (907)522-2211 3 OF 3 LEGAL DESCRIPTION: SEAVIEW HEIGHTS SUBDIVISION, LOT 4, BLOCK 2 TYPE OF WORK: PROFILE AS -BUILT OF SEPTIC SYSTEM ............................ ............................... LO Pig AVO 4uB 16 2004 4 : 0 6 P M G a r n e s s Engineer1ng GrouP, Ltd P%lo•9'167 P. 2 AUG -06-2003 WED 03:08 PH FAX N0. P. 01 HEFTY DRILLING 3540 AKULA DRIVE ANCHORAGE, ALASKA 99516 (907) 345-0593 STATE OD' ALASKA DEPARTMENT Of NATURAL 45(2i?tS,.: MMG., LAND, WATER UMROLOGICSURV)LCW WATER WELL IAM' Deilling Started: � /A/_Qi, Caatplatedi, 6.% � •:?Sale nY'r"HIgr Aal i tent M'll,ia rca Lffi 1c S90I k, as S1a1C NrAtul n -,wid,was dras..FaaetarautaNaWcfAK�aa,as 3aos.0.+A,3aeS.e15, • 41.08ffi41SIS.Omand AKte�h6am I l AAC93.tae) _ ,'. DtPAATMBNTOFNgTt18AL1tESCtIItCES ' Mfnbs,io„d &Water Ny4rdaelcSpvey SSOW7th Ave:;8Wtt 9a0A- Aaehoraae, AK "M -IM Telepleae t907) 56949619 and VA7CM* 562-13tt4 seat to die appropriate city the w4 fog be ant to t r Permit Number: S tJ Dau of issue: _10/_3 h scall foeartd J that a copy of the well Tog be days sad that aanthar copy of ser wi" 30 days,. 9! _6J. eti��Yes orD No SabdWiliM/WS: I $lock l.m Pro"OwnerWanaftAddraas Mv"i¢__..—Tewnthip..._...---...Raogs_ Seetioo...._.. _.. /of _V4 Of I tt' __NAD: t 1B Blevalioa:-__-... s 80BEN)40LEDATA:(hotngroundsurface) Depth VrWfupmn*od.AAfrrotaty,a C lblclootother`-:> :Manu(ah'Type ColorBcwauless Ii To . y,<. •. • •;:,;•.:, . e1llne: ❑ Fabius wPP=Y>�,Doarstio, Q OIAcr • ::-.� .' .;�.- !! ' •V f� Depthofbek: kCuing sti*w. ,.2. tr 6lt �/ Casing stype: 3L.4 Thickness Aai iacbcc' ` inches es Cash$ dePthyAJ—:'.- R c: .8 liiurtypo: -' Dituncu;r. ep - - 541iewater (frmu lap ercaSingl: 1' � fton :%-1ki �kr b tT 11S. Pumping level & yield: feet after boors at'� gpin', Recovesyrate: gpm Methodoftastillg; „:h . C j 6 7d Development method: Duradon: a 1 u D l q WOO intab upcaing type..>d Open and, P Opeq Lola •:. a D staeeau L Stark lq T 100 Saeenrype: SloNmuhsize ' cwawd ok aA, OPerfMwd;Stan: ft. Stopped' it Sort: R Supped R . ro .Rah LAT r ADA Note -e ,:,„e- - GrooCQ'Pa n tvu..�i Volame :' o Deptb; !taut ft, PO It - °: Pmop intake &Eft $ _ POEM aise hp, Brand tame: i' Wea well diswcotod upon c coon?„fB.Yea; 0 No MeaadslfdiainfnFlon . . �P ;..tis`__ . • Adler aotnOuetagl duclairrts: • WeR Ordler Nam • A Company Name: HEFTY N MORN Address: 3540 AKULA OR" ' ' Clly: ANCHORAGE Stere: ALASKA gip: 99518 Phone Number . 1 • 4" DrInera Si r grgture: •:?Sale nY'r"HIgr Aal i tent M'll,ia rca Lffi 1c S90I k, as S1a1C NrAtul n -,wid,was dras..FaaetarautaNaWcfAK�aa,as 3aos.0.+A,3aeS.e15, • 41.08ffi41SIS.Omand AKte�h6am I l AAC93.tae) _ ,'. DtPAATMBNTOFNgTt18AL1tESCtIItCES ' Mfnbs,io„d &Water Ny4rdaelcSpvey SSOW7th Ave:;8Wtt 9a0A- Aaehoraae, AK "M -IM Telepleae t907) 56949619 and VA7CM* 562-13tt4 seat to die appropriate city the w4 fog be ant to t r Permit Number: S tJ Dau of issue: _10/_3 h scall foeartd J that a copy of the well Tog be days sad that aanthar copy of ser wi" 30 days,. 9! _6J. eti��Yes orD No f MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water & Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ONSITE WASTEWATER DISPOSAL SYSTEM / WATER SUPPLY PERMIT Initial Permit Number: SW020426 Date Issued: Oct 21, 2002 Expiration Date: Oct 21, 2003 Parcel ID: 011-291-01 Legal Description: SEAVIEW HEIGHTS BILK 2 LT 4 Design Engineer: 0041 AK Water & Wastewater Consultar Site Address: Owner Name: Shannon Hayden Lot Size: 179575 SQ. FT. Owner Address: 2420 Highgate Court Total Bedrooms: 4 Permit Bedrooms: 4 Anchorage , AK 99502 - This permit is for the construction of: Z 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: LO 02 - Date: /OZ OZ 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 ;Ciunu. i``eEEP PU, � iG1. }IIl��il�l 5arnrr Parcel I.D. 011-291-01 Permit Number SWO?Od U Property owner(s) SHANNON HAYDEN Mailing address (1) 2420 HIGHGATE COURT * ANCHORAGE. Day phone 522-2211 AK Mailing address (2) Zip Code 99502 Legal description (Lot, Block & Sub'd.) LOT 4. BLOCK 2: SEAVIEW HEIGHTS SUBDIVISION Legal description (Section, Township & Range) NIA Lot Size 1 %9S%S AcrejtLFY Number of Bedrooms 4 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. Permit Fees: �ZJOD 4 Waiver Fees: Date of Payment: J t J' ]02. Date of Payment: Receipt Number: Receipt Number: ALASKA WATER & WASYEWATER a CONSULTANTS, INC. m mu unmarmnnnmaxruwrrrmua September 27, 2002 Municipality of Anchorage Development Service Department Building Safety Division On -Site Water & Wastewater Program P.O. Box 196650 Anchorage, Alaska 99519-6650 Ref: Proposed Well and Septic Design for Lot 4, Block 2; Seaview Heights Subdivision To whom it may concern: The proposed 4 bedroom house is to be served by a private well and septic system. Two test holes were excavated on the property. The septic system will be designed around the 30 foot radius of these test holes. We are proposing that a 1250 gallon septic tank and also a deep trench type drainfield be installed. Comments regarding the design are summarized as follows: 1. SOILS: See the attached log which shows the soil classifications, groundwater monitoring, and the percolation test results. It is our opinion that due to the overall appearance of the soils, an application rate of 1.2 gallons/day/ft2 should be used. 2. TRENCH DESIGN: a. Percolation Rate: <1 minutes/inch b. Proposed Application Rate: 1.2 gallons/day/ft2 c. Number of Bedrooms: 4 d. Design Flow: 600 gallons per day e. Minimum Absorption Area: 500 ft' f. Total Depth: 9.0 feet (max.) g. Effective Depth: 4 feet h. Width: 2.5 feet i. Reduction Factor: N/A j. Minimum Length: 62.5 feet total length k. Effective absorption area = 500 ft2 3. SURFACE WATERS: There are no surface waters within 100 feet of the proposed upgrade. 4. TOPOGRAPHY: The average topography in the area of the proposed drainfield is a <15% slope running approximately southwest to northeast of the proposed drainfield. In short, there are no slope concerns. 6901 Debarr Road, Suite 2B * Anchorage, AK 99504 Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: akwwc.com I am 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, two soils log, and a 7 page construction specification letter which are all part of the design package for this septic system. 6901 Debarr Road, Suite 2B * Anchorage, AK 99504 Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: akwwc.com \ I \ I \ I I SEAVIEW HEIGHTS S/D; I LOT 5B, BLOCK 2 I I I I �------------- I----------- I I i I I I I I I I I I I I I I I I I I I I I I SFAVIEW HEIGHTS S/D; LOT SA, BLOCK 2 (-SEPTIC AREAD —PROPOSED SEPTIC SYTEM (SEE DESIGN PAGE 2 OF 2) PROPOSED 4 BEDROOM HOUSE PROPOSED WELL 57, 9/27/2002 d DRAWN BY: ALASKA WATER & WASTEWATER SCALE: Z.T.G. CONSULTANTS, INC. 1 " = 100' 6901 DEBARR ROAD. SUITE 28 . ANCHORAGE. AN 99504 ` PHONE (907)337-6179' FAX (907)338-3246 PREPARED FOR PHONE NUMBER: PAGE NUMBER: SHANNON HAYDEN 522-2211 1 OF 2 LEGAL DESCRIPTION: SEAVIEW HEIGHTS SUBDIVISION; LOT 4, BLOCK 2 'TYPE OF WORK: PROPOSED WELL AND SEPTIC LOCATION SEAVIEW HEIGHTS S/D; LOT 3, BLOCK 2 Je,e A. Go ness.- —79 \` _I CONTRACTOR SHALL FIELD VERIFY THE WELL LOCATION PRIOR TO CONSTRUCTION C: ALTERNATE STTE� TM PROPOSED DRAINFIELD. EXCAVATE A TRENCH THAT IS 9.0 FEET DEEP MAXIMUM BY 2.5 FEET WIDE BY 62.5 FEET LONG. ADD 4.0 FEET OF CLEAN, WASHED SEWER DRNNROCK. INSTALL TRENCH PARALLEL TO SLOPE CONTOURS. U o i P < ROPOSIED Hp5E0M / )SED 1250 GALLON SEPTIC TANK INSTALL FOUNDATION CLEANOUT 9/27/2002 0� DRAWN BY: ALASKA WATER & WASTEWATER SCALE: Z.T.G. *� • 4 CONSULTANTS, INC....... •. 6901 DEBARR ROAD, SUITE 2B • ANCHORAGE. AK 99504 ` PHONE (907)337-6179 . FAX (907)338-32L6 PREPARED FOR: PHONE NUMBER: PAGE NUMBER: SHANNON HAYDEN 522-2211 2 OF 2 11 f SEAVIEW HEIGHTS SUBDIVISION; LOT 4, BLOCK 2 E OF WORK: PROPOSED WELL AND SEPTIC SYSTEM LOCATION i .. A. arne s! —7 oft . •�c�OQO Professionc' Oppo F ;CONSULTANTS,INC. 0 * 4*. 1901 DEBARR ROAD, SURE 28 + ANCHORAGE. AK 99504 • PHONE 907 737-8179 °. FAX: to0 -3248 + WEBSRE bkwwe.cbm SOIL LOG - PERCOLATION TEST .. ....................... SEAVIEN HEIGHTS SUBDIVISION; LOT 4, BLOCK 2 O '. f A. a essr LEGAL DESCRIPTION: OrOoO�ofessooc SHANNON HAYDEN DATE: 8/13/2002 o04r PERFORMED FOR: 0 E-7953 p�go DEPTH (feet) TEST HOLE ORGANICS 1 � 1 �-a -ec urC.T TCCT U(11 C 7 3 FILL 6 I !•i3o `a GW 7 9 a°•• •r+be 10+ i 11«e+be �•°b• 12 t •°e° 13••r+b• v SP e �O P 14a:�°de • pe+110 15o:: Mo •°o• 16•+be 17 .° +ma• 181 _ ,... SOILV CLASSIFICATIONS DEPTH TO GROUNDWATER sm=11111111• DRY 8/27/2002 DRY ��l`� ago 1111m1i %yyppiJ - "[{++cc + 9//Y� 2 DEPTH TO GROUNDWATER DATE DRY 8/27/2002 DRY 9/3/2002 - - 6w _ i 1 TH2 1 1 1 TH#1 1 PROPOSED 4 BEDROOM I HOUSE 1 j \ 1 \ SITE PLAN Itii., x 1"-100' DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 6/27/2002 1 - - 6w _ 2 - <1 0" 6- 3 - - 6w 4 _ <1 0 6" 5 - - 6w - 6 - <1 0" 6w PERCOLATION RATE <1 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) 19 TEST RUN BETWEEN 6.0 FT. AND 7.0 FT. 20 A PRESOAK WAS PERFORMED: ❑ YES ONO SOILS LOGGED BY: SUSAN OSWALT PERCOLATION TEST PERFORMED BY: ZACHARIAH GALL COMMENTS: THE SP MATERIAL SHOULD ACT AS A SAND FILTER. PERFORMED BY AKWWC, INC. I, JEFFREY A. GARNESS, CERTIFY THAT THIS W PE FORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: d uH� CONSULTANTS, INC. 8901 DEBARR ROAD, SURE 2B •ANCHORAGE. AX• 99504 •PHONE 907 337-8179 • FAX: W 338-3249 • WEHSRE: akNraeom SOIL LOG — PERCOLATION TEST LEGAL DESCRIPTION: SEAVIEW HEIGHTS SUBDIVISION: LOT 4, BLOCK 2 PERFORMED FOR: SHANNON HAYDEN DATE: 8/23/2002 DEPT _ 7ORG —ANICS (feet) -= _ TEST HOLE #21 1 T HOLE 7- 8- 9- 10- 11- 12- 13- 14- 15- 16- 17- 18 - DEPTH TO GROUNDWATER DATE DRY EAST TES 9/3/2002 8/27/2002- FILL SOIL CLASSIFICATIONS 2 GW 5 2 6- ORG GP 4 ML 5 3— ORGANIC GM 5 CL - 6" - `'• LENSE - 5 0" 6" GC OL SW MH °..0° o SP CH GW SM OH SC 7- 8- 9- 10- 11- 12- 13- 14- 15- 16- 17- 18 - DEPTH TO GROUNDWATER DATE DRY 8/27/2002 DRY 9/3/2002 8/27/2002- TH#2 -7953 PROPOSED 4 BEDROOM HOUSE DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 8/27/2002- 2 _ 5 0- 6- 3 4 - 5 0" 6" 5 - - 6" - 6 - 5 0" 6" PERCOLATION RATE <1 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) 19 TEST RUN BETWEEN 6.0 FT. AND 6.5 FT. 20 A PRESOAK WAS PERFORMED: ❑ YES ONO SOILS LOGGED BY: SUSAN OSWALT PERCOLATION TEST PERFORMED BY: ZACHARIAH GALL COMMENTS: PERFORMED BY AKWWC, INC. I, JEFFREY A. GARNESS, CERTIFY THAT THIS W P FIFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: 7 1o P.u9.16. 2004 4:06PI4 Garness Engineering Group, Ltd. kTUM (TY " I—_.I Wi w 00 o 0 MONUMENT L m ai z 1 "=100' --�S�S699 d4 Dj f 3 63j(P re3. �1pN0 too' 110.936' P. 3