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Home My WebLink AboutTUSTAMENA TERRACE TR A1Tu l'emenc Tcrroc Tract A- ! #017-381-06 Development Services Department Building Safety Division U. 8 ue On -Site Water & Wastewater Program 4700 Elmore Road P.O. Box 196650 Mark Begich Anchorage, AK 99507 5 A F E T Y Mayor www.muni.org/onsite (907) 343-7904 Pump Installation Log Well Drilling Permit Number: SW Date of Issue: Parcel Identification Number: 0 1 7 — 3g 1-- off Legal Description Property 0-,N,ner Name & Address: 11+M 4 'R Y,4^r Tuslo,me,?, Tc,-rq6e Tr- Al RD Pump Installation Date: to Pump Intake Depth Below Top of Well Casing: / ofeet Pump Manufacturer's Name: CrZ%j^,)qr05 Pump Model: 6 ,o, — Pump Size j hp Pitless Adapter Burial Depth: f feet Pitless Adapter Manufacturer's Name: Pitless Adapter Installer: /njl r� Well Disinfected Upon Completion? Yes F-1 No Method of Disinfection: Comments: /I , ep -5 ANCHORAGE WELL & PUMP SERV. Pump Installer Name: 330 EAST 76TH AVENUE I A16D ANCHORAGE, AK 99518 PHONE: 907-243-0740 AWPS.COM Attention: The pump installer shall provide a pump installation log to the DSD within 30 days of pump installation. Municipality of Anchorage Development Services Department Building Safety Division On-Site Water and Wastewater Program, 4700 Elmore Road ~ ~ P.O. Box 196650 Anchorage, AK 99507 Page of www.ci.anchorage.ak.us (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Permit Number: O~ioliHC~ PID Number: O( .-;r-'3'~i- Name: AOR, tAN R'fAA/ WastewaterSystem: ~ New ~ Upgrade Address: ~30~ ~F~ck ~o~J ABSORPTION FIELD - Phone: Number of ems ~ Deep Trench ~ Shallow Trench ~ Bed ~ Mound ~ Other: LEGAL DESCRIPTION so, Rating: Total Depth from original grade: GPD/Ft2 Ft. Block: Lot: Subdivision: Depth to pipe bottom from original grade: Gravel depth beneath pipe: Township: Range: Se~ion: Fill added above original grade: Gravel Length: Ft. Ft. Well,~x~~' ~ ' ~',~ ~ New ~ Upgrade O~w,~,dth: ~t. Numberoflines: ~ Distancebe~eenlines:Ft. Classifi~tion (Private, A, B, C): Total Depth: Cased to: Total absorption area: Pipe Material: Ft. Ft. Ft2 Driller: Date Drilled: Static Water Level: Installer: Date installed: Yield: Pump Set at: I Casing Height Above Ground: .~.~ .~. TANK GPM SEPARATION DISTANCES , ~Septic ~ Holding ~ S.T.E.P. U Other: '~ To Septic Absorption Lift Holding ~ubli~Private , Manufadurer: Capacity: From ~ Tank Field Station Tank Sewer Line ~ GaL Number of Compa~ments: Material: Suda~Water {~ + LIFT STATION , Size: Man~a~ure~ Lot Line ~ ' .~ Gal. .. [ "Pump on' level at: "P~P ~~ High water ala~ at: Foundation ~ + in. / in.I in. Cu,ain Drain ~l~ / ~ ~ Electrical Inspections pedormed by: Remarks: ~ T~.k ~'~ 4Pq un~r, Co~.~ ~o BENCHMARK ~ ~/~e~ Lo~tion and Description: Assumed Elevation: ,ns. ot,ons.e or O ~::~..,: %?h ~- / Development Se~ices Depa~ment Approval ~/' 49 Z~:~'4 ') con,,t,o, , Reviewed and approved ~/~;'~.~¢ '~'~/~'/ < Date: ~//.' '// (Rev, 04~06) N LOT 8A / / LI]T ,fA NOTE: THIS IS NOT A SURVEYED PLAT. WEll ~ SEPTIC LOCATIONS TAKEN FROM ON-SITE WATER AND WASTE WATER DEPARTMENT DOCUMENTATION. All LOCATIONS SHOWN ARE APPROXIMATE. TRACT ~-! SCALE; 1' = 100 FT, DOUBLE CLEANI1UTS +/- 5 FEET COVER ~-~ FOUNDA TION CLEANDUT T~NK R ~EO E~O~ tOO' SPURKLAND ENGINEERING 205 I~ 15TI-I. AVENUE ANCH. AK. 99501 (907) 279-$916 TUSTAMENA TERRA CE TNA CT A-1 AklY RYAN 15000 BIRCH ROAD, ANCHORAGE, AK 99516 SEPTIC SYSTEM ASBUILT DATE: OCT. 11, 2010 SHEET: I/$ GRID: 2857 PERMIT # DSPlOl149 PID # 017-381-06 TUSTAMENA TERRACETRA-1D1 On-Site Wastewater Disposal System Permit OSP101149 O17381O6OOO Septic MUNICIPALITY OF ANCHORAGE Development Services Department On-Site Water & Wastewater Program 4700 Elmore Road, PO Box 196650 Anchorage, AK 99519-6650 Telephone: (907) 343-7904 Permit Number: Tax Code Number: Work Type: Initial Permit Effective Dates: August 18, 2010 to Design Engineer: SPURKLAND ENGINEERING Subdivision: TUSTAMENA TERRACE August 18, 2011 Site LegalAddress: TUSTAMENA TERRACE TR A1 G:2837 Owner/Address: RYAN ADRIAN B & PARKER AMY J 13000 BIRCH ROAD ANCHORAGE AK 995163045 Site Mailing Address: 13000 BIRCH RD, Anchorage Lot Size in Sq Ft: 206684 Total Bedrooms: 4 t This permit is for the construction of: N Disposal Field Y SepticTank N Holding Tank N Privy N Private Well N 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 wastewater code requires inspections during the installation. The engineer must notify the Development Services Department at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 (24 hours). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must either: A. Open and Close on the same day. B. Covered, sealed, and heated to prevent freezing. Municipality of Anchorage Development Services Department Building Safety Division On-Site Water and Wastewater Program 4700 Elmore Road P.O. Box 196650 Anchorage, Alaska 99507 www. muni.org/onsite (907) 343:7904 ON-SITE SEWER/VVELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. Oi:-~- ~t- OG_, Property owner(s) AM,./ Mailing address 13000 ~;'r~,~ ~"~' i Site address - .~)~¢,3~. -- Legal description (Sub'd., Block & Lot) Legal description (Township, Range & Section) Lot Size Sq. Ft. Day phone Zip Code Zip Code Number of Bedrooms THIS APPLICATION IS FOR ([~ all that apply): Absorption Field Septic Tank Holding Tank Privy Private Well Water Storage 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. I (Signature of property owner or authorized agent) Permit/Rush Fees: Date of Payment: Receipt Number: (Rev. 11/05) Waiver Fees: Date of Payment: Receipt Number: Environmental Consulting and Design Municipality of Anchorage Development Services Department Building Services Division On-site Water and Wastewater Program 4700 Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 I August 10, 2010 Subject: SEPTIC TANK PERMIT APPLICATION TUSTAMENA TERRACE TRACT A-1 Ladies and Gentlemen: We are submitting an application to install at septic tank for the shop at the above listed property. The line to the existing septic is tank is several hundred feet long and the owners have had problems with it plugging. The submittal consists of one (1) drawing showing the present improvements on the lot and the proposed improvements of the lot, of which only the septic tank is subject to this permit application. There are no wells within one hundred feet of the proposed replacement site. The installation of this septic tank will not prevent wells and septic systems from being installed on the adjacent lots. There are no developed or natural surface / sub surface drainage courses within 100 feet of the proposed septic tank location. The proposed septic tank will not change the general slope of the area. Ponding and/or concentration of surface runoff will not result from this installation. If you have any questions or are in need of additional information please contact me at 279-3916. ~sSncerely' --, puYkland, P.E. 203 West 15th Avenue Suite 203, Anchorage, AK 99501, Phone: (907) 279-3916 Fax: (907) 276-6013, SpurklandEng~gci.net N L£T 8~ / / / / LOT 4A NOTE: THIS IS NOT A SURYEYED PLAT. WEll ~ SEPTIC LOCATIONS TAI(EN £RO~ ON-SITE WATER AND WASTE WATER IDEPARTACENT ~OCUI~ENTATION. ALL LOCATIONS SHOWN ARE [APPROXII~ATE. TRACT SCALE; 1' = 100 Fl:, BOUBLE 1258 GALLON SEPTIC TANK 4 FEET COVER FOUNJTA TION CLEANOUT SPURKLAND ENGINEERING 203 14/ 15TH. AVENUE ANCH. AK. 99501 (907,) 279-5916 TUSTAMENA TERRA CE TRA CT A-1 AklY RYAN 13000 BIRCH ROAD, ANCHORAGE, AK 99516 SEPTIC SYSTEkl DESIGN DATE: AUGUST 6, 2010 SHEET,' 1/3 GRID: 2837 PERMIT # SWO8OXXX PID # 017-381-06 TUSTAMENA TERRACETRA-1D1 Subject Property: Date: Environmental Consulting and Design I Single Family On-site Wastewater Disposal System Construction and Material Specifications TUSTAMENA TERRACE TRACT A-1 August 10, 2010 General: The owner shall contract with a contractor to perform the work outlined in these specifications and plans in accordance with the attached MOA permit. There is not contractual arrangement between the contractor and the Engineer. The Engineer shall be the owner's representative and will inspect the work to document the contractors activities. Final acceptance of the contractors work rests with the owner and the MOA. The scope of the work includes the installation of a new 1000 gallon septic tank. The location of the drain field is shown on the attached site plan drawings. All components of the proposed septic system must be constructed a minimum of 100 feet from any surface water or water wells in the area. A minimum of 4 feet of earthen cover is required over the septic tank. If less than 4 feet of cover is available, 2-inch thick, 40 psi, direct bury board foam shall be installed directly over the septic tank and all installed piping. Construction shall be in accordance with the approved site plan and design drawings and any special provisions noted on the IVlunicipal well and/or septic permit. All materials, components, workmanship and construction practices shall comply with the Municipality of Anchorage's latest ordinances regarding wells and septic systems, as well as MOA, Development Services Department, On-site Water and Wastewater Program (DSD) policies. The contractor is responsible for obtaining all underground utility locates, layout of the proposed system, and verifying and maintaining all required separation distances to lot lines, surface water, wells, steep slopes, etc. The property owner shall be responsible for final grading any depressions formed from settlement of backfill material. The property owner is also responsible for vegetation of all areas disturbed by septic system installation activities. Contractors installing wastewater disposal systems must be certified to do so by the IVlOA DSD, On-site Water Wastewater Program. Property owners installing their own systems must receive advanced approval from IVlOA DSD prior to system installation activities. The contractor shall ensure that ALL materials being used are in compliance with the most current guidelines established by the Municipality of Anchorage. Refer to "Standards and Specifications for Component Parts and Materials Used in the Construction of On-site Wastewater Disposal Systems", Dated December 2000, as provided by MOA DSD, On-site Water and Wastewater Program. 203 West 15th Avenue Suite 203, Anchorage, AK 99501, Phone: (907) 279-3916 Fax: (866) 354-1597, Lspurkland~gci.net Environmental Consulting and Design Septic Tank Tnstallation: 3. 4. 5. 6. 9. 10. 11. 12. 13. 14. 15. 16. A new septic tank, of the size specified in the design drawings, shall be procured from a qualified manufacture/supplier if the existing septic tank is found to be defective. Construction shall include two 4" diameter cleanouts for pumping access. The burial rating of the tank shall be adequate for the actual burial depth encountered. The tank shall be level and sufficiently bedded to prevent settling of shifting of the tank. All standpipes on the tank shall extend a minimum of 12inches above the final grade. Tanks installed with less than 4 feet of cover shall be insulated. The sewer service line from the house to the tank shall have a minimum slope of 2% unless prior approval is obtained from the engineer. The inlet and outlet lines from the tank shall be bedded in drain rock or the soil shall be sufficiently compacted to prevent future settlement of the soil. Septic tank inlets, outlets and cleanouts shall be fitted with water tight couplings. A cleanout shall be installed 1 to 4 feet from the foundation. Post tank cleanouts shall be installed per MOA requirements. Does not apply to pressurized lines. Tn areas with high ground water, the septic tank shall be sufficiently anchored to resist buoyancy forces when there is not adequate soil cover to resist uplift force. The contractor shall refer to the engineer for direction regarding this matter. The tank backfill shall be graded sufficiently to ensure positive drainage away from the tank. All holding tank and lift stations shall have an audible and visible alarm inside the residence being served. All lift stations shall be wired in compliance with all MOA guidelines and the Uniform Electrical Code. A municipal electrical permit and inspections must be obtained where required by the MOA. The contractor shall verify that the septic tank/lift station is a minimum of 100 feet from any residential water well, 150' from any class 'C' well and 200 feet from any community water wells. Additional separation distances must also be maintained. The contractor shall remove or abandon the existing tank in compliance with the Unform Plumbing Code. Inspections: A minimum of one inspection is required by the Municipality of Anchorage. These inspections must be conducted under the supervision of a Professional Engineer licensed to practice in the State of Alaska. The septic tank may be set in place, but may not be backfilled. The contractor shall provide a legible copy of all field notes relating to system layout and construction to the engineer for the use in preparing the record drawings. 203 West 15th Avenue Suite 203, Anchorage, AK 99501, Phone: (907) 279-3916 Fax: (866) 354-1597, Lspurkland~gci.net Environmental Consulting and Design I The contractor shall coordinate all inspections with the Engineer. A minimum of 24 hours notice is required prior to the start of construction. Tf necessary, a preconstruction meeting will be held on-site. 203 West 15th Avenue Suite 203, Anchorage, AK 99501, Phone: (907) 279-3916 Fax: (866) 354-1597, Lspurkland~gci.net Municipality of Anchorage e Development Services Department ~'" Building Safety Division On-Site Water & Wastewater Program, 4700 South Bragaw SL P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907) 343-7904 Page 1 of On-Site Wastewater Disposal System and/or Well Inspection Report Permit Number:. SW040051 PID Number: 017-.381-06 AMY RYAN Wastewater System: I New I-I Upgrade 13000 BIRCH ROAD * ANCHORA(;E, AK * 99516 ABSORPTION FIELD Phone: No. of Bedrooms: (907) 349-1183 5 IDeep Trench rtShallo. Trench r'lBed nldound DOther LEGAL DESCRIPTION ~" ""~'~: 0.8 ~o/s,. ~. ,o~ o~ ~ ~ 11/11~'~'~ - TRACT A-1 TUSTEMENA TERRACE 2.65/2.65 n. 8.35/8.35 - - - SEE DW(;. n. 60+/61 3.0 n. 2 20 ~/- ~ n. 1000+/1000+ ~. ~. D 3034/ F810 ~ GE(;, Ltd. 2004 SEPARATION DISTANCES .Se,,c ".o,,~ng OS.T.£.P. nO~h.r Tank re~d Station Tank .~.~. U., ANCHORA(;E TANK 1500 we, 100'+ 100'+ - - 25'+ STEEL 2 Su,oca Wota~ ~00'+ tOO'+ - - LIFT STATION FoundatZon 5'+ 10,'+ - "* -- -- -- Cur[ain Drain NONE KNOWN I I :~emarks:OLD SEPTIC TANK,AND CRIB DECOMMISIONED BENCH MARK · ~ d~..~, PER UPC. . . ; . BOTrOM OF' NEW SEPTIC TANK INSTALLED PRIMARY .AND RESERVE TRENCHES WITH ALTERNATING VALVE. 89.49 -'~'"~.' "/ ".~' / Inspections performed by: GEG, Ltd. Dates: 1st ~ ........ .4 ...... 3rd 6/16/2004 ~ :~,Iffjey Development Services Department Approval ~1~; ~/.4~.. ]..Z,...k/,~,,~ R(~viewed and approved by: .... ~.,~ ~J~-,,~¢~,~.~--- Dote: SW040031 - 017-381-06 ~T1 66.3 52.9 I I ST2 76.6 61.4 I I FD 78.8 65.2 UNE ~OM AUY ~YA~ AZR TlR I ~m DRAWING OF NEW SEPTIC SYSTEM ~T~/21/20~~~ A B ST1 66..3 52.9 ST2 76.6 61.4 FD 78.8 6.].2 C01 88.4 I 81.8 MT1 88.2 62.6 C02 108.8 I 79.3 MT2 108.5 I 79.2 CO3 107.7 ~ 101.6 MT3 109.2 ~ 102.9 C04 92.4 , 9,3.4 MT4 92.5 g2.g (Rev. 01~5) Pc..~ NuMsE.; AS BUILT DRAWING PARc~ NUMS~: 5W040031 - 017-~81-06 NEW 1500 GALLON SrPBC TANK I I WEST 1RENCH FAST TRENCH THll 16'+ OF 501TOW OF ir. MrtOLE - 75.82 RELATN~ ELL'VA'nON OF BOTTOM OF TESTHOLE ...:);., PREPARED FOR: IPHONE NUMBER: I P,~GC NUMBER: AMY RYAN I 545-7185 I 3 OF 5 \v~ TUSTAMENA TERRACE SUBDIVISION; TRACT A-l, C.J.O. X PROFILE AS-BUILT DRAWING OF NEW SEPTIC SYSTEM 12/21/2005 Rev. 01~5) GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS & GENERAL CONTRACTORS January 31, 2007 Municipality of Anchorage Development Service Department Building Safety Division On-Site Water & Waste~vater Program P.O. Box 196650 Anchorage, Alaska 99519-6650 Ref: Septic System Inspection Report for Tustamena Terrace Subdivision; Tract A-I To whom it may concem: From what was explained to us from the property owner, the Additional Dwelling Unit (ADU) is to be retired and converted to a shop once the larger proposed 5-bedroom house is complete. Until then, the owners will be living in the ADU. Pres! 3701 E. Tudor Road, Suite 101 * Anchorage, AK 99507 Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: gamessengineering.com MUNICIPALITY OF ANCHORAGE Development Se/vices Department On-Site Water & 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: Mar 16, 2004 Expiration Date: Mar 16, 2005 Permit Number: SW040031 Legal Description:I_I~US~TAMENA'TERRACE TR 7A1/' Design Engineer: 0041 AK Water & Wastewater Consultant Owner Name: AMY RYAN Owner Address: 13000 BIRCH ROAD ANCHORAGE, AK 99516-3045 Parcel ID: 017-381-06 Site Address: 013000 BIRCH RD Lot Size: 206684 SQ. FT. Total Bedrooms: ,4,"5' Permit Bedrooms: 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. Ail 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: ~//~'/~' Municipality of Anchorage Development Services Department Building Safet~ 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 Parcel I.D. ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING O/7- .~ ! --O& permit Number Property owner(s) Mailing address (1) Mailing address (2) ^~tY RY^N 13000 BIRCH ROAD * ANCHORAGE. AK Day phone 345-7183 Zip Code 99516 - Legal description (Lot, Block & Sub'd.) TRACT A-l: TUSTAMENA TERRACE SUBDMSION Number of Bedrooms Legal description (Section, Township & Range) Lot Size.~, 0~! ~'84 Acre.~O Well Only Water Storage THIS APPLICATION IS FOR: Sewer Only Sewer and Well Sewer Upgrade Jacuzzi Water Softening Unit THIS PROPERTY CONTAINS: Hot Tub Swimming Pool 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. CARNESS ENGINEERING GROUP~ Ltd. Permit Fees:~"~ ~'(~ ~ Date of Payment: Receipt Number: Waiver Fees; Date of Payment: Receipt Number:, GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS & GENERAL CONTRACTORS g, ................. ,, May 18, 2004 Municipality of Anchorage Development Service Department Building Safety Division On-Site Water & Wastewater Program P.O. Box 196650 Anchorage, Alaska 99519-6650 Reft Proposed Septic System for Tustamena Terrace Subdivision; Tract A-I Revised Design: Permit//SW040031 To whom it may concern: A permit was issued on 3116/2004 by your depzuh~ent for a septic system upgrade. Per the homeowners request the permit is to be revised for 5 bedrooms. The proposed 5 bedroom house is served by a private well and septic system. The existing septic system is undocumented and must be upgraded. Two test holes were dug on the property. The drainfield will be designed around the 30 foot radius of the test holes. We are proposing that a new 1500 gallon septic tank and 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 0.8 gallons/day/ft: should be used. 2. TRENCII DESIGN: a. Percolation Rate: 10.3 & 7.8 minutes/inch b. Proposed Application Rate: 0.8 gallons/day/fl: c. Number of Bedrooms: 5 d. Design Flow: 750 gallons per day e. Minimum Absorption Area: 937.5ft: f. Total Depth: 11 feet (max.) g. Effective Depth: 8 feet h. Width: 2.5 feet i. Reduction Factor: N/A j. Minimum Length: 60 feet long k. Effective absorption area = 960 ft2 3701 E. Tudor Road, Suite 101 * Anchorage, AK 99507 Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: gamessengineerlng.cora 3. SURFACE WATERS: There are no surface waters within 100+ feet of thc proposed septic system. 4. TOPOGRAPHY: As can be seen on the attached topography site plan, the average slope in the area of the proposed drainfield is approximately I 0-15% running east to west. In short, there are no slope concerns. 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. Sincerely, ~.E., M.S. NOTE: Attached is a site plan drawing, a design drawing, a topography site plan, two soils logs, 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 \ J ~ I FEET V, gOE. BY 60 FEET LONG. ADO ~ 8 FEET OF CLEAN WASHED SEWER ~APPROXIMAT~ LOCATION OF \ DRNNROCK. "7 / EXISllNG SEPTIC SY~'TEM. TO ~ ~ '.. ..-' ~ DESIGN DRAWING OF PROPOSED SEPTIC UPGRADE (REVISED) GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS & GENERAL CONTRACTORS March 8, 2004 Municipality of Anchorage Development Service Department Building Safety Division On-Site Water & Wastewater Program P.O. Box 196650 Anchorage, Alaska 99519-6650 Reft Proposed Septic System for Tustamena Terrace Subdivision; Tract A-I To whom it may concern: The propgsed 4 bedroom house is served by a private well and septic system. The existing septic system is undocumented and must be upgraded. Two test holes were dug on the property. The dminfield will be designed around the 30 foot radius of the test holes. We are proposing that a new 1250 gallon septic tank and 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 0.8 gallons/day/R: should be used. 2. TRENCII DESIGN: a. Pemolation Rate: 10.3 & 7.8 minutes/inch b. Proposed Application Rate: 0.8 gallons/day/fl c. NumberofBedrooms: 4 d. Design Flow: 600 gallons per day e. Minimum Absorption Area: 750 fl2 f. Total Depth: 11 feet (max.) g. Effective Depth: 8 feet h. Width: 2.5 feet i. Reduction Factor: N/A j. Minimum Length: 50 feet long k. Effective absorption area -- 800 fl2 3701 E. Tudor Road, Suite 101 * Anchorage, AK 99507 Ph: {907) 337-6179 * Fax: (907) 338-3246 * Website: gamessengineering.com 3. SURFACE WATERS: There are no surface waters within 100+ feet of the proposed septic system. 4. TOPOGRAPItY: As can be seen on the attached topography site plan, the average slope in the area of the proposed drainfield is approximately 10-15% running east to west. In short, there are no slope concerns. I am unaware of any adverse impacts this installation would have on adjacent wells or septic systems. If yothhave any questions, please contact us at 337-6179. Thank you for your assistance. NOTE: Attached is a site plan drawing, a design drawing, a topography site plan, two soils logs, and a 7 page construction specification letter wldcl, are all part of the design package for tltis septic system. 3701 E. Tudor Road, Suite 101 * Anchorage, AK 99507 Ph: {907) 337-6179 * Fax: {907) 338-3246 * Website: gamessengineering.com % ~,~,~ I I I ROSEBUD HILLS ~ ~//, / ! I LOT 4. BLOCK 2 \ ~'~.. / ""'~U,.,.~ \ / ROS~UD HIU.~ .... ~/ I I ~ I / ~& I I ~PROPOS~ ~ I , / '~ I I / / ~ I I ~ ~,.~ I I I / I I " I , I .-- ,, ~X ~ ~~ I , .'~'~ ,, ,~,, i ',XX ~.o ,~1 T--' ~ ___~ ............. ~ .......... I x~~_~~---~ , ~ ,,! , X~ /- I I · i~ i ~ 1 ~ ". ~ ~ I ~ ~ ~ / )' - ' GARNESS ENGINEERING GROUP, Ltd. ~-" AMY .YAN 545-7185 1 OF 2 T[R~ACE SU.DV~SlON; TRACT A-1 ~[~"" ~1 '~'"e~? TUSTAMENA SITE P~N FOR SEPTIC SYSTEM UPGRADE ~ ~ I TO nE: It ,1~.; DEeP (MAX). 2.5 / I J ~ WIDE, BY ~ ~ LONG. .~ 8 ~ OF ~ W~H~ S~ ~PRO~ ~ON OF ~ I I ~""~'7 / .~"~~'~. m/~m ~ ~ ~ ~,.~ ~u.~ ~;~'.? / I I ~ c~o~ / ~k I GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS g GENE~L CON~CTORS ~ A~y ~yA~ (907) ~-~ 2 TUSTAMENA TERRAC[ SUBDIVISION; TRACT A-~, DESIGN DRAWIN~ OF PROPOSED SEPTIC UPGRAD~ GARNESS EN'~INE~RING GRoUp, Ltd.' CONSULTANTS & GENERAL CONTRACTORS ~ ! .. IFGAL DESCRIPTION: l]JSTAM£NA TERRACE SUBDMSION: TP, ACT A-i V~/~e,,"F/' ( r_~953 ...' &~:.~ PERFORMED FOR: NvlY RYAN DATE: 10/21/2005 OR ,CS ITEST HOLE #11 GM C~/SM ~OIt C~$1nCAT)ONS GP ML GM CL GC OL SW MH SP CH SH OH SC DEPTH TO GROUNDWATER DATE DRY 10/21/200~ DRY 10/~1/200~ SITE PLAN 1'-100' DATE ,o/~o/2oo~ I READING CLOCK TIME NET TINE (MINUTES) WATER LEVEL READING NET DROP (INCHES) 1 4:36 - 6" - 5:06 5:06 5:36 30 30 30 5:36 2 6" 3 1/4' 6' 3 1/4' 6:06 3 1/4' 2 3/4' 2 3/4" PERCOLATION RATE . 10.3 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 7.5 FT. AND 8,0 FT, A FOUR HOUR PRESOAK WAS PERFORMED: [] YES [] NO SOILS LOGGED BY: SUSAN OSWALT PERCOLATION TEST PERFORMED BY: NICK HEITSTUMAN COMMENTS: ' PERFORMED BY GEG, Ltd. l, JEFFREY A. GARNESS, CERTIFY THAT THIS WA~ P~RFORMED IN ACCORDANCE WFFH ALL STATE AND MUNICIPAL GUIDEUNES IN EFFECT ON THIS DATE: GARNESS,, ENGINEERING GROUP, Ltd. ~%.~.':~'~1~'~..~.~0~. ITEST HOLE ~21 SOIL CLASSIF']CATIONS GP HL GH CL GC OL SW FIH SP CH SH OH SC DEPTH TO DATE GROUNDWATER DRY ,o/2o/2oo: DRY :0/31/200; 13'~2 CM/SM DATE I READING CLOCK TIHE NET TIHE (HINUTES WATER LEVEL READING NET DROP (INCHES) 1 4:38 - 6" - 2 5:08 ,30 2" 4" 3 5:08 - 6' - 5:38 5:38 6:08 4 `30 ,3O 5 2 1/4" 6" 2 1/4" 6 3 3/4" 3 3/4" SOILS LOGGEDBY:, COHHENTS: PERCOLATION RATE 7.8 (HIN./INCH) PERC. HOLE DIA. 6 (INCHEc, TEST RUN BETWEEN 7.0 FT. AND 7.5 FT. A FOUR HOUR PRESOAK WAS PERFORHED: [] YES [] NO SUSAN OSWALT PERCOLATION TEST PERFORMED BY: NICK HEITSTUMAN PERFORMED BY OEO. Ltd. I. JEFFREY A. GARNESS. CERT1FY THAT THIS WAEf PEJ~FORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL OUIDEUNES IN L~LCT ON THIS DATE:__ I I J I ROSa~UD ~ZU.S \ I , I - '-/ r ...... - ...... ~i~ ---'-./ i~ , ,,' ,, xF----fl I ', .,' ,, LI~~~ "-"--J / ~' ,~. \ I ~ol~-~:~ oI I ~-/ '~' 'x // '\.'N\. Z.~-'~'~ ~--=~'~ N '/.i .~ ",~C'\ I ----'~ r .............. '~ \ I , xX~~)/ 4'---7,, 1 o/_ , /, , ,~ / I ~! I '% I I I ~ x / ~~ ~ ,, ~ , ~, , AMY RYAN 345-7183 ' ~..~. ~. ~ ~a~ '. CE-7953 ..' ,~/ TUSTAMENA TERRACE SUBDIVISION; TRACT A-1 R.A.L. MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION Environmental Health Division CASE REVIEW WORKSHEET CASE NUMBER: DATE RECEIVED: COMMENTS DUE BY: $-8616 March 25, 1987 April 20, 1987 SUBDIVISION OR PROJECT TITLE: Lots 1, 2, 3 Tustamena Terrace Subdivision #2 with Variance ~ ¢g.~. ).¢/wd~ j ) PUBLIC WATER AVAILABLE ( ) PUBLIC SEWER AVAILABLE ) COMMUNITY WATER AVAILABLE COMMENTS: (~'~ OK ( o~I ~.t E ~ 7'5 ~TI-I ~¢ / O TI,I£ 7%014 (Rev. 5/83) Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L' Street, Anchorage, Alaska 99502-0650 ' SOILS LOG -- PERCOLATION TEST " ..... '. "' LEGAL DESCmPTION:~ c~ ~ ' / ~~ Township, Range, Section: 1 2 3 4 5 6 7 8 9 10 '11 12 13 14 15 16 17 18 19 20 COMMENTS WAS GROUND WATER ENCOUNTERED~ IF YES. AT WHAT DEPTH? Depth to Water After MonitorinD? Reading SLOPE Date Gross Time SITE PLAN Depth to Water Net Drop .ERCOLAT,ON RATE~ m 'Y't '~ ~ ~' (minutes/inch) PERC HOLE DIAMETER TEST RUN ~ETWEEN "IV~.T*.~ t5 . PERFORMED BY: , ~' ~ t' ~.~. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: ? O C ~ ~ y .~,./"~c-. PRELIMINARY PLAT APPLICATION OFFICE USE Municipality of Anchorage REC'D DEPARTMENT OF COMMUNITY PLANNING P.O. Box 6650 VERIFY OWN: Anchorage, Alaska 99502-0650 A. Please fill in the information requested below. Print one letter or number per block. Do not write in the shaded blocks. 0. Case Number (IF KNOWN) 1. Vacation Code 2. New abbreviated legal description (T12N R2W SEC 2 LOT 45 OR SHORT SUB BLK 3 LOTS 34), 3. Existing abbreviated legal description (T12N R2W SEC 2 LOT 45 OR SHORT SUB BLK 3 LOT 34) full lega[ on back page. 4. Petitioner's Name (Last- First) I 1 1,1cl4 ITl' lal*'l°l l Address //~ ~'~' ~ '"" ~"~/ city ~¢'~ ~/ ~ State Phone No. ---'~ ~' 5"// 72 Bill Me 5. Petitioner's Representative lcl, t,1014,1 1 I t411 II III Address City Phone No. State Bill Me 6. Petition Area 7. Proposed 8. Existing 9. Traffic Acreage Number Number Analysis Zone Lots Lots 12. Fees B. Date: I hereby certify that (I am) (I have been authorized to act for) the owner of the property described above and that I desire to subdivide it in conformance with Chapter 21 of the Anchorage Municipal Code of Ordinances. I understand that payment of the basic subdivision fee is nonrefundable and is to cover the costs associated with processing this application, that it does not assure approval of the subdivision. I also understand that additional fees may be assessed if the Municipality's costs to process this application exceed the basic fee. t further understand that assigned hearing dates are tentative and may be have to postponed by Planning Staff, Platting Board, Planning Commission, or the Assembly due to administrative reasons. Signature *Agents must provide written proof or authorization. 10. Grid Number 11. Zone I':1:1 I:1 1 III. IIII 13. Community Council 20-003 Front (4z85) This is a request for a variance from Section This variance is for: IN THIS SPACE~ ~earing D~te ~ 'r' : ". ' ·'~. ' c of· ' the"'~ La~dC!'~i ~;.,> ' Subdivisioh' ' Regulations. Before a variance may be granted, the appBc~nt must prove that each of the fo/lowing four conditions have been fulfil/cd. Answer' each of the condition~ in detail, using additional sheets if nace$~arF. The undersigned alleges that: 1. That there are such special circumstances or conditions affecting sald property that the strict application of the provisions of this ordinance would clearly be impractical, unreasonable, or undesirable to the general public, These special circumstances or conditions are: 7 2. That the granting of the specified variance will not be detrimental to the public welfare or injurious to other property in the area in which said property is situated for the following reasons: 3. That such variance will not have the effect of nullifwng the intent and purpose of this ordinance or the Comprehensive Plan of the Municipality for the following reasons: 4. The above ~isted special conditions or circumstances do not result from the action of the applicant and such conditions or circumstances ao noz merely constitute a pecuniary (monetary) hardsh~ or inconvenience in that: Signature of Authorized Agent ~ignature of [and Owner Address 20-004 {1/77} FLOYD R. DOLLERHIDE, P.E. CONSULTING ENGINEER July 7, 1987 POST OFFICE BOX 871812-WASlLLA, ALASKA 99687 376-5485 MUNICIPALITY OF ANCHORAGE 825 "L" Street Anchorage, Alaska 99502 - 0650 Attention: Mr. Dan Roth Department of Health & Re: TUSTAMENA TERRACE ADDITION II Lots 1 and 2 MUNICIPALITY OF ANCHORAGE DEPT. OF HEALTH & ENVIRONMENTAL PROTECTION JUL 9 1987 RECEIVED Human Services Dear Mr. Roth: This is in response to your telephone call regarding the percolation test data for the above referenced project. You had questioned the reading that had been added to the form. I contacted Mr. Price and have included his reply concerning the ad- ditional reading. It is hoped that this satisfies your concern. If you need any further information please contact me. Sincerely, Floyd R. Dollerhide, PeE. FRD/d enclosure cc: Tom Price Deena Mault MUNICIPALITY OF ANCHORAGE DEPT. OF HEALTH & ENVIRONMENTAL PROTECTION ~-JLIt 9 1987 R E C E I V E iF. ,~,~,,-,-,~Y FLOYD R. DOLLERHIDE, P.E. CONSULTING ENGINEER April 16, 1987 POST OFFICE BOX S71812- WASlLLA, ALASKA 99687 376-5485 MUNICIPALITY OF ANCHORAGE 825 "L" Street Anchorage, Alaska 99502~0650 Attention: Mr. Dan Roth Department of Health & Human Services Re: TUSTAMENA TERRACE ADDITION II Lots 1, 2, and 3 MUNICIPALITY ENVIrONMENTAl. ~NCHoRAG~: cKVICf3 Dii/iSi~ON R CEIVED Gentlemen: Transmitted with this letter are copies of the test the above referenced lots in the Tustamena Terrace Addition No. 2. Your review of this material would be appreciated. hole logs for Subdivision, Sincerely, Floyd R. Dollerhide, P.E. d/enclosures Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST PERFORMED FOR: 1 2 3- ';4 5 6 7 8 9 10 11 12- 13- 14- 15- 17 'COMMENTS Township, Range, Section: WAS GROUND WATER 8. E OO NTEREO SLOPE SITE PLAN s Depth to ~er N _o '? ~- Moniloring? Reading Date Gross Net Depth to Net Time Time Water Drop h: ;00 4o o O.~b /0. DO PERCOLATION RATE ! '~ (minutes/inch) PERC HOLE DIAMETER TEST RUN BETWEEN ? FT AND O~ FT ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: __ 72-008 (Rev. 4/851 PERFORMED FOR: Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST 1 2 Township, Range, Section: SLOPE ENCOUNTERED? 11 12 13 1¸5 16- 17 18¸ 19- 20- · -COMMENTS DEPTH? Deph Monitoring? Date: SITE PLAN I I I I I I I~1,,,I I ~ Reading Date Gross Net Depth to Net Time Time Water Drop PERCOLATION RATE ~ :3 -7 TEST RUN BETWEEN / [minules/inch) PERC HOLE DIAMETER FT AND ~ FT PERFORMED BY; ~ /~:2,~,',~o, ~.o~j~ ~t.~ 'p ~ CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 72-00~8 (Rev. 4/85) PERFORMED FOR: LEGAL DESCRIPTION: Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST Township, Range, Section: 1 2. 4 5 6 8 9- 10- 11 12 13- 14 15 16. 17- 18' 19- 20- 'COMMENTS SLOPE SITE PLAN WAS GROUND WATER ~ ~) /'7/ ~ ?~c, / ENCOUNTERED? E Deplhto Water After ,] ~ ~ ~' Reading Date Gross Net Depth to Net Time Time Water Drop PERCOLATION RATE ) ,~ (minutes/inch) PERC HOLE DIAMETER ~) /! TEST RUN BETWEEN ~ FT AND FT PERFORMED BY; ~'. ~'~/~','(* ~C~ I .~---~-'~'{ D ~,.~'L~.~-~C.&~ CERTIFY THAT THIS TEST WAS PERFORMED IN ACOO"D^NDEW'TH^L STATE NOM .,O,PALG0,DEL,.E$,NE.PEOTONTH,SDATE. OATE: 72-008 (Rev. 4/85) p Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street. Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST 1 2 3 4 5 6 7 8 9 10 11 13- 14- 15, 16- 17- 18- 19- 20- COMMENTS WAS GROUND WATER ~.~ ~/~ ENCOUNTERED;' DEPTH~ Monitoring? ' Date: ; Gross Net Depth. to Net Reading pate Time Time Water Drop PERCOLATION RATE / ~ (minutes/inch) PERC HOLE DIAMETER __ TEST RUN BETWEEN ? FT AND ~ FT PERFORMED BY: ~'' P"'! ~'~ I ~~ CERTIFY THAT THIs TEST WAS PERFORMED IN ACCORDANCE WlTH ALL STATE AND MUNICIPAL GUIDELINES lN EFFECT ON THIS DATE. DATE: '~ t'~'~J ~ ~' 1~.~ 72-008 (Rev. 4/851 PERFORMED FOR: LEGAL DESCRIPTION: Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST DATE PERFORMED ~ 3' Township. Range, Section: ~"/2.,'~' R ,~ Z~.~' ,,/~ _5--~. Z. SLOPE SITE PLAN 1 2 3~ 4- 5- 6 7 8 9 10 11 12 13 14 15 16 17 18- 19- 20- COMMENTS PERFORMED BY: WAS GROUND WA~ER. ~! O ENCOUNTERED? /v DEPTH?IF YES, AT WHAT ~//~, Deplh Io Waler After ~.) ,~ ~ ~ Mon[Ioriflg? I' Dele: Reading Date Gross Net Depth to Net Time Time Water Drop 'i I 3 ',/~' ~t ~ ~ ~,3~' / r/ (minutes/inch) PERC HOLE DIAMETER PERCOLATION RATE . TEST RUN BETWEEN ~ FT AND c,~ FT ' ' CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WiTH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 72-008 (Rev. 4/85} : Municipality of Anch0r~ge :~." ~: :: DEPARTMENT OF HEALTH &~ HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST LEGAL DESCRIPTION: ~07dz ~6~'~"?~.~t''''~' Township, Range, Section: '"7:'/'~ /V ,~/~"/'~...~.~.,. SLOPE SITE PLAN IF YES, AT WHAT DEPTH? pO / . E Depth lo W_.~Afler ,,rj 13 - Reading Date Gross Net Depth to Net Time Time Water Drop t EcEtV -D 37 18 19- PERCOLATION hATE ~-' ''~ {minutes/inch) PERC HOLE DIAMETER TEST R7 BETWEEN 7 FT AND FT ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE, DATE: 72-008 [Rev. 4/85) ~ 17o. 4~ 0 ;72 d ,~ / } ~ ' :~ : :[ ~l~i / / ~L ~,,, I, ,, , 4. [Ii I: [; I ;~ ]r, -~ ,u~ ......... iI[ II, . . I : [ ~ { I, r- ,(- ~ ~, / / ~: il', .~' '~ ' / ~: ,_; l .( '~', ,I~:" On-Site Wastewater Disposal System Permit OSP101149 01738106000 Septic MUNICIPALITY OF ANCHORAGE Development Services Department On-Site Water & Wastewater Program 4700 EImore Road, PO Box 196650 Anchorage, AK 99519-6650 Telephone: (907) 343-7904 Permit Number: Tax Code Number: Work Type: Initial Permit Effective Dates: August 18, 2010 to Design Engineer: SPURKLAND ENGINEERING Subdivision: TUSTAMENA TERRACE August18,2011 Site Legal Address: TUSTAMENATERRACE TR A1 G:2837 Owner/Address: RYAN ADRIAN B & PARKER AMY J 13000 BIRCH ROAD ANCHORAGE AK 995163045 Site Mailing Address: 13000 BIRCH RD, Anchorage Lot Size in Sq Ft: 206684 Total Bedrooms: 4 This permit is for the construction of: N Disposal Field Y SepticTank N Holding Tank N Privy N Private Well N 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 wastewater code requires inspections during the installation. The engineer must notify the Development Services Department at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 (24 hours). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must either: A. Open and Close on the same day. B. Covered, sealed, and heated to prevent freezing. Date: Municipality of Anchorage Development Services Department Building Safety Division On-Site Water and Wastewater Program 4700 EImore Road P.O. Box 196650 Anchorage, Alaska 99507 www. muni.org/onsite (907) 343;7904 ON-SITE SEWER/VVELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. Property owner(s) A~ Mailing address )'30OO ~)i'rc~ Site address - .~qr~ -- Legal description (Sub'd., Block & Lot) Legal description (Township, Range & Section) Lot Size Day phone iA K Zip Code Zip Code Sq. Ft. Number of Bedrooms THIS APPLICATION IS FOR ([~ all that apply): Absorption Field Septic Tank Holding Tank Privy Private Well Water Storage 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. (Signature of property owner or authorized agent) Permit/Rush Fees: Date of Payment: Receipt Number: (Rev. 11/05) Waiver Fees: Date of Payment: Receipt Number: Environmental Consulting and Design i Municipality of Anchorage Development Services Department Building Services Division On-site Water and Wastewater Program 4700 Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 I August 10, 2010 Subject: SEPTIC TANK PERMIT APPLICATION TUSTAMENA TERRACE TRACT A-1 Ladies and Gentlemen: We are submitting an application to install at septic tank for the shop at the above listed property. The line to the existing septic is tank is several hundred feet long and the owners have had problems with it plugging. The submittal consists of one (1) drawing showing the present improvements on the lot and the proposed improvements of the lot, of which only the septic tank is subject to this permit application. There are no wells within one hundred feet of the proposed replacement site. The installation of this septic tank will not prevent wells and septic systems from being installed on the adjacent lots. There are no developed or natural surface / sub surface drainage courses within 100 feet of the proposed septic tank location. The proposed septic tank will not change the general slope of the area. Ponding and/or concentration of surface runoff will not result from this installation. If you have any questions or are in need of additional information please contact me at 279-3916. 203 West 15th Avenue Suite 203, Anchorage, AK 99501, Phone: (907) 279-3916 Fax: (907) 276-6013, SpurklandEng~gci.net / / LBT 8A / / L L£T 4A NOTE: THIS IS NOT A SURVEYED PLAT. WEll & SEPTIC LOCATIONS TAKEN FROt, t ON-SITE WATER AND WASTE WATERI DEPARTt/ENT DOCUt/ENTATION. All LOCATIONS SHOWN ARE APPROXlt/A TE. TRACT ~-! SCALE; 1' = 100 FT. DOUBLE 4 FEET COVER 1858 GALLON SEPTIC TANK FOUNDATION CLEAN£UT SPURKlAND ENGINEERING 205 HI 15TN. AVENUE ANCH. AK. 99501 (907) 279-591 AblY £YAN 15000 B/RCM ROAD, ANCNO£AGE, AK 99516 Ii SEPTIC SYSTEkl DESIGN DATE: AUGUST 6, 2010 SHEET: I/5 GRID: 2857 PERMIT if SWOSOXXX PID if 017-381-06 TUSTAMENA TERRACETRA-1D1 Subject Property: Date: Environmental Consulting and Design I Single Family On-site Wastewater Disposal System Construction and Material Specifications TUSTAMENA TERRACE TRACT A-1 August 10, 2010 General: 1. The owner shall contract with a contractor to perform the work outlined in these specifications and plans in accordance with the attached MOA permit. There is not contractual arrangement between the contractor and the Engineer. The Engineer shall be the owner's representative and will inspect the work to document the contractors activities. Final acceptance of the contractors work rests with the owner and the MOA. The scope of the work includes the installation of a new 1000 gallon septic tank. The location of the drain field is shown on the attached site plan drawings. All components of the proposed septic system must be constructed a minimum of 100 feet from any surface water or water wells in the area. A minimum of 4 feet of earthen cover is required over the septic tank. If less than 4 feet of cover is available, 2-inch thick, 40 psi, direct bury board foam shall be installed directly over the septic tank and all installed piping. Construction shall be in accordance with the approved site plan and design drawings and any special provisions noted on the Municipal well and/or septic permit. All materials, components, workmanship and construction practices shall comply with the Municipality of Anchorage's latest ordinances regarding wells and septic systems, as well as MOA, Development Services Department, On-site Water and Wastewater Program (DSD) policies. The contractor is responsible for obtaining all underground utility locates, layout of the proposed system, and verifying and maintaining all required separation distances to lot lines, surface water, wells, steep slopes, etc. The property owner shall be responsible for final grading any depressions formed from settlement of backfill material. The property owner is also responsible for vegetation of all areas disturbed by septic system installation activities. Contractors installing wastewater disposal systems must be certified to do so by the MOA DSD, On-site Water Wastewater Program. Property owners installing their own systems must receive advanced approval from MOA DSD prior to system installation activities. The contractor shall ensure that ALL materials being used are in compliance with the most current guidelines established by the Municipality of Anchorage. Refer to "Standards and Specifications for Component Parts and Materials Used in the Construction of On-site Wastewater Disposal Systems", Dated December 2000, as provided by MOA DSD, On-site Water and Wastewater Program. 203 West 15th Avenue Suite 203, Anchorage, AK 99501, Phone: (907) 279-3916 Fax: (866) 354-1597, Lspurkland~gci.net Environmental Consulting and Design Septic Tank Installation: 3. 4. 5. 6. 9. 10. 11. 12. 13. 14. 15. 16. A new septic tank, of the size specified in the design drawings, shall be procured from a qualified manufacture/supplier if the existing septic tank is found to be defective. Construction shall include two 4" diameter cleanouts for pumping access. The burial rating of the tank shall be adequate for the actual burial depth encountered. The tank shall be level and sufficiently bedded to prevent settling of shifting of the tank. All standpipes on the tank shall extend a minimum of 12inches above the final grade. Tanks installed with less than 4 feet of cover shall be insulated. The sewer service line from the house to the tank shall have a minimum slope of 2% unless prior approval is obtained from the engineer. The inlet and outlet lines from the tank shall be bedded in drain rock or the soil shall be sufficiently compacted to prevent future settlement of the soil. Septic tank inlets, outlets and cleanouts shall be fitted with water tight couplings. A cleanout shall be installed 1 to 4 feet from the foundation. Post tank cleanouts shall be installed per MOA requirements. Does not apply to pressurized lines. In areas with high ground water, the septic tank shall be sufficiently anchored to resist buoyancy forces when there is not adequate soil cover to resist uplift force. The contractor shall refer to the engineer for direction regarding this matter. The tank backfill shall be graded sufficiently to ensure positive drainage away from the tank. All holding tank and lift stations shall have an audible and visible alarm inside the residence being served. All lift stations shall be wired in compliance with all MOA guidelines and the Uniform Electrical Code. A municipal electrical permit and inspections must be obtained where required by the MOA. The contractor shall verify that the septic tank/lift station is a minimum of 100 feet from any residential water well, 150' from any class 'C' well and 200 feet from any community water wells. Additional separation distances must also be maintained. The contractor shall remove or abandon the existing tank in compliance with the Unform Plumbing Code. Inspections: A minimum of one inspection is required by the Municipality of Anchorage. These inspections must be conducted under the supervision of a Professional Engineer licensed to practice in the State of Alaska. The septic tank may be set in place, but may not be backfilled. The contractor shall provide a legible copy of all field notes relating to system layout and construction to the engineer for the use in preparing the record drawings. 203 West 15th Avenue Suite 203, Anchorage, AK 99501, Phone: (907) 279-3916 Fax: (866) 354-1597, Lspurkland~gci.net Environmental Consulting and Design I The conLractor shall coordinaLe all inspections wiLh Lhe Engineer. A minimum of 24 hours noLice is required prior Lo Lhe sLart of consLruction. Tf necessary, a preconsLruction meeLing will be held on-siLe. 203 West 15th Avenue Suite 203, Anchorage, AK 99501, Phone: (907) 279-3916 Fax: (866) 354-1597, Lspurkland~gci.net