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HomeMy WebLinkAboutCONTOUR ACRES #3 BLK 2 LT 6AContour Acres #3 Block 2 Lot 6A #017-381-03 Municipality of Anchorage Development Services Department ;! i Buildup Safety Drosion On-Slte Water and Wastewater Program, 4700 Bragaw St. P.O Boz 196650 Anchorage. AK 995198650 Page of www d.andlorage.ak.us 1907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT PermitNumber: SWa-7.0-Lcta PID Number: 01-11-- 381-03 Nrr,. 1-' iTlo r e l W h k I I Wastewater System: El [3Upgrade Fae.a. 12 PICAIA, Drivc ABSORPTION FIELD k! lri Vr,.rb MnWwar B.baoma 3 D DM Tr.rR o Se.lu. T .an o ea O Mwtl Do~ LEGAL DESCRIPTION 5•. Rabe Ta.D.Plecan orf,,apie. /acres 3 GPdFP to PW Oeedn can "'i^"7•M Fr. C-s a.MU tft, pq Tewn."P flanps Soon Fr Fe aee.e ao"w errFn.l ones Fr Gr... Lanem Well: i5 f i1 ❑ New ❑ Upgrade F'. cr..n.,en Fr. R,me.raw. om.oa.a...n C4umum (P".. C) T" 0,M b Ff. Twl awap..n ani FI P.,. Mn.ur Fr. Ft Fe �•• D.b Cwbe SMrc W..r L.W FL M,a.er AM /`�0,1511 . E.b�Prn T.b Faro sn.t Ga..aAoow Gr.aN GPM Fr. FL TANK SEPARATION DISTANCES Septic ❑ Holding ❑ S.T.E.P. ❑ Other. To From Septic Tank AGsorpaon Field LIR Station Holing Tank rE4Wnvale Se tine aa,r.r j� NCI,Or4 C gAit T / Gr(000 WN 100"t l ..an" She( Rano. n CPvp.n ' a 5u. W"" 100 � LIFT STATION G" Fwb.aOn IDLs. -Pane ai Mw1M .pv_•lr bM" Mpn w.. Alam, al n b n Cwn M. Pero w.. a LwrF.l lrl.p.(eay P.,am.e W RwnaM1• 11 Tah Abgydclon E2 BENCH MARK 0A quire meif Louu•n aM D..up••n L4Ain Door- AwrMO Yralgn 100 F, ff Inspections performed by: -SPUiRlgnA Dates: 1" ro 0 � 2 Development Services Department Approval i.- OAqtr. ... 4-9TH Conditional ApprovalDate: y.• Reviewed and approved by:�� Date: h nL C rt n,'v L r i)r Pr of r, St Pill' Nkd L^ A I j I INSTALLED FOUNDATION I q I CLEANOUT I Q I ZZ I CONTOUR ACRES #3 A BLOCK 2 ABANDONED EXISTING SEPTIC TANK PER MOA I © CODE R£QUIR£MENTS D JI � Lot 6A �� �rmea SWAYG nes / L e INSTALLED NEW 1000 GALLON SUL SEPTIC D u'' 1s' — — c u, 19' TANK 100+ FEET FROM EXISTING WELLS c u' 22' u n' 1 DOUBLE CLEANL7 CONNECT EXIST DRAIA..«. 1000 gal. septic tank 25 0 25 w n too 125 150 BENCH MARK BACK DOOR LANDING SCALE) I' = 50 FT. ASSUMED ELEVATION 100 FEET SPURKLAND ENGINEER/NG 203 W 15TH. #3 BLK 2 LT 6A CONTOUR ACRES SEPTIC SYSTEM DESIGN AVENUE DATE. OCT. 19, 2007 ANCH. AK. 99501 MARILYN W/ENKE 907 279-3916 12841 REATA DRIVE11 SHEET 1/1 GRID: 2837 rY 7^ TN ° 15 N0,' A 5JA/rr. L d N .L �t r y—, 0^A'CN5 TAYCN M3, ^1 S.'E k c A',-' 4AIL, WATD, l , cAFlYrY 00Cl/4lrN la ,lA t 4 '0:Y'� 5110.'AFC 4; Y41 /`- 4FEET COVER INSTALLED FOUNDATION CLEANOUT ` 49th SPURKLAND N SV070290 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 ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT Upgrade Permit Number: SW070290 Legal Description: CONTOUR ACRES #3 BLK 2 LT 6A Design Engineer: 0007 SPURKLAND ENGINEERING Owner Name: MARILYN WIENKI Owner Address: 12841 REATA DRIVE ANCHORAGE, AK 99516-3019 Uv p Date Issued: Oct 23, 2007 Expiration Date: Oct 22, 2008 Parcel ID: 017-381-03 Site Address: 012841 REATA DR Lot Size: 115870 SO. FT. Total Bedrooms: 3 Permit Bedrooms: 3 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: ( Z3 0 Date: �� Z On elz6ey�j i Municipality of Anchorage •' ~! Development Services Department Building Safety Division r•''Vl On -Site Water and Wastewater Program �f�■'< 4700 Bragaw Street P.O. Box 196650 Anchorage, Alaska 99519-6650 www.muni.org/onsite (907)343-7904 ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. b/7I- 38/ 03 Property owners) Marilyn Wienke Day phone 345-2285 Mailing address 12841 Reata Drive,Anchorage. AK Zip Code 99516 Site address Same Zip Code Legal description (Sub'd., Block & Lot) Contour Acres #3 Block 2 Lot 6A Legal description (Township, Range & Section) Lot Size_Z/5_9 250 Sq. Ft. THIS APPLICATION IS FOR (® all that apply): Absorption Field E] Septic Tank El Holding Tank 13 Privy 0 Private Well n Water Storage U Number of Bedrooms 3 THIS APPLICATION IS AN: Initial El Upgrade El Renewal El 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, owner or authorized agent) Permit/Rush Fees: 4.//n/) Date of Payment: /0 Receipt Number. to 40� (Rev. ium) Waiver Fees: Date of Payment: Receipt Number. s�J= Environment al Consulting and Design Municipality of Anchorage October 22, 2007 Development Services Department Building Services Division On-site Water and Wastewater Program 4700 Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 Subject: SEPTIC TANK PERMIT APPLICATION Contour Acres I/3 Block 2 Lot 6A We are submitting an application for the replacement of the septic tank for this lot. The existing septic tank has collapsed and owner has no sewer service. 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. this septic tank will not prevent wells and septic systems from There are no wells within one hundred feet of the proposed replacement site. The insbeing installed on the adjacent tallation of 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. Sincerely, q,y s Lars Spur 11 d, P.E. 203 West 15" Avenue Suite 203, Anchorage, AK 99501, Phone: (907) 279-3916 Fax: (907) 276-6013, SpurklandEng@gci.net TAvk LC,-A,10V. NOF 50F4,?0 A W£ ?!CS NFn MY!T N CO F£!F THE 1PC p0 ,1, Iz p i TAnF LO AR .' j I A I INSTALL FOUNDATION I CLEANOUT 4i I CONTOUR ACRES #3 ABANDONED EXISTING I ' BLOCK 2 SEPTIC TANK PER MOA I CODE REQUIREMENTS 0 ED Lot 64 — — — INSTALL NEW 1000 GALLON STEEL SEPTIC TANK 100f FEET FROM EXISTING WELLS DOUBLE CL£ANC 17^ CONNECTi EXIST BRAIN 1000 901, septic tank w 75 100 M5 150 SCALE+ 1' = 50 FT. W 15TH, A # IPelt `OA On PraptAty NOT 4�eJ6 SaP}':4, SYSTth, TM, LS NOTA .,•ir-. S:.A£ llN aC 7^CATlC;iS L LOCAT,'Or(5 rSCL! -f.PI £PAAL4CNT 7 A'.0 NASI£ WAI£A APeRoxua,£S;:Swi S, .rte �nQ CCCT rnvrn INSTALL FOUNDATION CLEANOUT ACRES 13 &K 2 LT 6A MARILYN WIENKE DATE.• OCT, 22, 2007 SHEET• 1/1 GRID: 2837 Environmental Consulting and Design Single Family On-site Wastewater Disposal System Construction and Material Specifications Subject Property: Contour Acres #3 Block 2 Lot 6A Date: October 22, 2007 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 2. The activities. cope of the wwoorptance of thek Includes the Installation of a new 1ors work rests with the owner and 000 gallon septic tank. The location of the drainfield Is shown on the attached site plan drawings. All components of the proposed septic system must be constructed a minimum of I00 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. 3. 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. 4. 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. 5• 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. 6. 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 enapproval from MOA DSD 7. The contractor shall ensurre thatALL matterials being used rior to acre n are with them Installation e 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, LspurklandCaa)gci.net tj.'Y o �:i�.� Environmental Consulting and Design Septic Tank Installation: 1. 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 deanouts for pumping access. 2. The burial rating of the tank shall be adequate for the actual burial depth encountered. 3. The tank shall be level and sufficiently bedded to prevent settling of shifting of the tank. 4• All standpipes on the tank shall extend a minimum of 121nches above the final grade. S. Tanks installed with less than 4 feet of cover shall be insulated. 6• 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. 7• The Inlet and outlet lines from the tank shall be bedded In drainrock or the soil shall be sufficiently compacted to prevent future settlement of the soil. $• Septic tank inlets, outlets and deanouts shall be fitted with water tight couplings. 9• A cleanout shall be installed 1 to 4 feet from the foundation. 10. Post tank deanouts shall be installed per MOA requirements. Does not apply to Pressurized lines. 11. 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. 12. The tank backfill shall be graded sufficiently to ensure positive drainage away from the tank. 13. All holding tank and lift stations shall have an audible and visible alarm inside the residence being served. 14. 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. 15. The contractor shall verify that the septictank/lift station is a minimum of 100 feet from any residential water well, 150' from any dass'C well and 200 feet from any community water wells. Additional separation distances must also be maintained. 16. The contractor shall remove or abandon the existing tank in compliance with the Unform Plumbing Code. Inspections: 1. 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 Kaska. 2• The Septic tank may be set in place, but may not be backfilled. 3. 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. 4• The contractor shall coordinate all inspections with the Engineer. A minimum of 24 hours notice is required prior to the start of construction. If 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 GRE ER ANCHORAGE AREA BW JGH Department of Environmental Quality 3330 C Street Anchorage, Alaska 99503 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM NAME WILLIAM 9. WINK E MAILING ADDRESS �✓� 37 W,84 +h PHONE 344 - 133 S LOCATION U pp�IZ NU F 1= MOS tJ LEGAL DESCRIPTION LOT 6Lk Z CO IV Tp G2C i e - SEPTIC TANK: 164574 DISTANCE �' L SrtAC K �I� NUMBER OF FROM WELL MANUFACTURER MATERIAL �T� �I— COMPARTMENTS INSIDE LENGTH INSIDE WIDTH LIQUID DEPTH LIQUID CAPACITY 1200 GALLONS. SEEPAGE PIT: rn l NUMBER OF PITS DIAMETER OR WIDTH 211 J LENGTH 25,' DEPTH LINING MATERIAL �'d CRIB SIZE: DIAMETER DEPTH_ 2L DISTANCE FROM: WELL O eo SQ) TOTAL EFECTIVE BUILDING FOUNDATION 4b , NEAREST LOT LINE 4Zd ,. ABSORPTION AREA (WALL AREA) SQ. FT. ADDITIONAL ABSORPTION WELL: P R.0 po S r D TYPE BUILDING FOUNDATION _CONSTRUCTION NEAREST LOT LINE CESSPOOL OTHER SOURCES APPROVED DISAPPROVED DISTANCES: INSTALLED BY: GILA.(jE/Z- F_ YCAV AT i NCS PIPE MATERIAL: ` I , LOT SLOPE: K) Q m REMARKS: 9-1 p Soa L TEST Form No. EQ -031 DEPTH NEAREST SEPTIC SEWER LINE TANK , REMARKS DIAGRAM OF SYSTEM DISTANCE FROM: SEEPAGE SYSTEM Z I' 56CPACIC PIT z3, DATE b -23- 7 -?JL-. APPROVED f Cl./ n 't..J GREATER ANCHORAGE AREA BOROUGH DEPARTMENT OF ENVIRONMENTAL QUALITY PERMIT NO. 3330 "C" STREET ANCHORAGE, ALASKA 99503 f TELEPHONE 274-4561 cl' �0��1[D II.N •°D' SEWAGE DISPOSAL SYSTEM APPLICATION AND PERMIT NAME OF APPLICANT "V44 L 4alyhE MAILING ADDRESS �3� �i O7 kCH• PHONE INSTALLATION LOCATION LEGAL DESCRIPTION INSTALLATION OF: SEPTIC TANK TYPE AND SIZE OF FACILITY TO BE SERVED SEEPAGE PIT N FIELD , OTHER , FINANCED THROUGH TO BE INSTALLED BY nQ o/% ��� SOIL TEST RESULTS A?41984f 0 I� ii ^7 NOTE: THIS PERMIT IS NOT VALID WITHOUT SOIL TEST COMPLETION DATE ANTICIPATED FINAL INSPECTION: 24 HOUR NOTICE REQUIRED. BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION BY THE DEPARTMENT OF ENVIRONMENTAL QUALITY AUTHORITY WILL BE SUBJECT TO PROSECUTION. SEPTIC TANK SIZE IdLQI TYPE SEEPAGE AREA SIZE MINIMUM DISTANCES, REQUIREMENTS FOUNDATION TO SEPTIC TANK S' n /d FOUNDATION TO SEEPAGE PIT d� DRAIN FIELD SEPTIC TANK TO SEEPAGE PIT WALL �J , � D 1 SEPTIC TANK SEEPAGE PIT 0 DRAIN FIELQI TO NEAREST LOT LINE. WELL TO SEPTIC TANK /00 , SEEPAGE PIT , DRAIN FIELD !'50 ALSO CONSIDER AREA WELLS. I � WATER MAIN TO SEPTIC TANK SEEPAGE PIT d , i DRAIN FIELD 49 SEPTIC TANK, , SEEPAGE PIT _-JJtLL—, DRAIN FIELD TO RIVER, LAKE, STREAM. CAST IRON INTO AND OUT OF SEPTIC TANK AND INTO CRIB CROSSING GAP OF EXCAVATION 5 FEET INTO UNDISTURBED SOIL. 4 INCH DIAMETER CAST IRON SIPHON PIPES ON SEPTIC TANK AND SEEPAGE PIT FITTED WITH AIRTIGHT REMOVABLE CAPS. GRAVEL BACKFILL CONFORM TO BOROUGH REGULATIONS REGARDING INSTALLATION. G.A.A.B. OR (51 LICENSED DESIGNER DIAGRAM OF SYSTEM I CERTIFY THAT 1 AM FAMILIAR WITH THE REQUIREMENTS OF GREATER ANCHORAGE AREA BOROUGH ORDINANCE NO. 28-68 AND THAT THE ABOVE DESCRIBED SYSTEM IS IN ACCORDANCE WITH SAID CODE. ^ DATE _ /l, 2 3 APPLICANT'S SIGNATURE 2�t FORM NO. EQ -01 6 ((�� -fab Conittuction geit -.CLU j p "One test is worth a thousand opinions 5820 TUDOR ROAD. ANCHORAGE. ALASKA 90507 i T[LEPHONC 33®9Wjk,ANCH0V 1 P 0(IROUrIM Performed For Winke Date Performed 5 18-73 Leval Descri nti on : Lot 5 Block 2 Subdivision vi si en (° �, w This Form Reports Soils Lo(1 Percolation Test - 1) e n t h est_ Denth Feet Soil f,haracteristics -- -- 1 Overburden 2 — � cobbies 5 -- Pt'uv!- i C GM - _ 10 n__ Was rr m l,�d Water Fr, c rater r+, _ If Yes, At what lent.h" Test Performed By Jim Mack Lab Manager Data Certified By: Construction TestI44 Date: 5-18-73 Readi n( P,at_� ,: ir�E d,t ' i;i 1 ` ne-,rh t.; 1120 I Net Dron' I_ Percolation Rate �1inutE Proposed Instal 11 Se('nane 1' t Drain Field Deoth of Inlet > L0 7 _Lt• Derth To 'o tom Of Pit Or Trench �.i— CnMMENTS: 2100 sa, f, ft.drain e arF;a r uir�a ,._ bedroom No bedrock or water table 11 Sbe J)w`jeepage pit Test Performed By Jim Mack Lab Manager Data Certified By: Construction TestI44 Date: 5-18-73 We Cd O a S-7 O z 2 6z < 4. Ei 16' LL Z. LJ4 i LIS [10 '2� 'CIO r64, r 14 r4 -e of;4 i p p4i a,':, t,. +3:-$! 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