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Home My WebLink AboutTIMBERLUX #3 BLK F LT 19Timberlux Block I: Lot 19 #018-271-85 Municipality of Anchorage Page I of 3 Development Services Department On-Site Water and Wastawater Program 4700 South Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anch orage,ak, us (907} 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Permit Number: SW030356 PIe Number: 018-271-85 Na~: Wastewater System: Upgrade Gene Strid Address: 15001 Curvell Drive Anch., AK 99516 ABSORPTION FIELD Phone; Number of Bedrooms: 5' Wide Trench 345-5626 Three (3) Soil Rating: Teal Deplh [rom odginal grade: LEGAL DESCRIPTION .6 Block: Lot: Subdivision: Depth to pipe bottom from original grade: Gravel depth beneath pipe: F 19 Timberlux No. 3 3 F~. 4 Township: Range: Section: Fill added above paginal grade; Gravel Length: 0- 2 Grave~ width; Number of lines: I Distance between lines: Well: Existing 5 Fl, II FL Classification (Private, A, B, C); Total Depth: Cased to: Total absorp(ion area: Pipe Material: Ft. Ft. 750 Fl' ASTM 3034 PVC Driller: Date Ddlled: Static Waler Level; Installer: Date Inslalled: Ft. Acreage Systems 9124-25/2003 Yield: GPM IPump Set at: Ft. IDe''"g ' e'gh' Ah°ye Gr°und: F~. TANK SEPARATION DISTANCES [] septic [] Holding [] S.T.E.P. [] Other: T_~.,.,,,.To Septic Absorption Lift Holding ~u blicJPlivate Manulac[urer: Tank Field Station Tank Sewer Line Anchorage Tank 1,250 Material: Number of Compartments: ~,e,, >100' >100' N/A N/A >25' Steel Two (2) >100' N/A N/A % / LIFT STATION - NONE ON LOT >100' Sudace Water Lot Line >5' 1' N/A NIA "Pump on" level at: "pump oft" level at; High water alarm at: Foundation >51 >10! NIA N/A in. ~n. cun.~in Drain None Noted Pump Make & Model : R~marks: BENCH MARK Exisiing Septic Tank Pumped, Crushed, Backfiiied and Lo~.on~n~Dee~r,p.on: Rear Deck Southeast Corner Bur!a.a.O.-. Site. See Let Line W-_i,:er. *~.m~. elevation: 100,g Ft. Engineer's Stamp Inspections performed by: MEA Dates: 1~t 9124103 Department of Health and Human Services approval ~%'. Permit Number: SW030356 Municipality of Anchorage DEVEOPMENT SERVICES DEPARTMENT 4700 South Bragaw Street Anchorage, AK. 99519-6655 - 343-7904 On-Site Wastewater Disposal System or We~l Inspection Report N89 56'36"E 200.00 tO' Uiility Easement C5 Three ...... · . ,. Bedroom Diver[er Valve Home (DV) 19 Page 2 of 3 PID No. 018-271-85 S1 S2 C4 M1 DV C5 A B 23.7 37.9 27.3 41.5 35.1 44.6 56.0 84,7 30.8 43.3 53.0 96.3 Existing Well Circle PLA - A- A -BUILT SCALE1"=40' LOT 19, BLOCK F, TIMBERLUX SUBDIVISION Municipality of Anchorage DEvEoPMENT SERVICES DEPARTMENT 4700 South Bragaw Street Anchorage, AK. 9951~-6655 ~ 343-7904 On-Site Wastewater Disposal System or Well Inspection Report Permit Number: SW030356 Page 3 of 3 PID No. 018-271-~5 /---98.6 ,,2s0 .1\ I · :Gallon Tank I~- 95.t5L---- 99.7 /_ --~ ............. Geo__~.ex__%tte_ F__abrl__c __. 95.0 DreinPie(d Rock 75' (NTS) ~'%~x~ 90,7 95,05 PROFILE AS-BUILT Scale: 1" = 10' 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 Date Issued: Sep 03, 2003 Expiration Date: Sep 02, 2004 Permit Number: SW030356 Legal Description: - ~ .: ~,;~ Design Engineer: 0014 Anderson Engineering Owner Name: Gene Strid Owner Address: 15001 CURVELL DR ANCHORAGE , AK 99516-4136 Parcel ID: 018-271-85 Site Address: 015001 CURVELL DR Lot Size: 47480 SQ. FT. Total Bedrooms: 3 Permit Bedrooms: 3 This permit is for the construction of: [] Disposal Field [] SepticTank [] 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: Municipality of Anchorage Mark Begich, Mayor Building Safety Division P.O. Box 196650 · 4700 Bragaw S~reet Anchorage, Alaska 99519-6650 · (907) 343-8301, Fax (907) 343-8200 http://www.muni.org 9/3/2003 Mike Anderson Anderson Engineering P.O. Box 240773 Anchorage, AK 99519 Subject: Waiver Request for Timberlux #3 S/D Block F Lot 19 Waiver Request #WR030078 Parcel ID #018-271-85 Permit # SW030356 Dear Mike Anderson: Your request for a waiver of the required 10 feet horizontal separation from the absorption field to property line has been approved. ~Hae approved separation distance is 1.0 feet. This waiver approval applies to the existing absorption field to property line separation only. Any furore upgrade to the on-site wastewater disposal system will require all separation distances be met or another approval fi.om this department. If there are any further concerns or questions regarding this waiver, please call our office at 343-7904. Sincerely, On-Site Water & Wastewater Program Municipality of Anchorage Development Services Department Building Safety Division On-Site Water and Wastewatcr Program 4700 Bragaw Street P.O, Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907) 343-7904 Waiver Review Worksheet WR#: 030078 PID#: 018-271-85 HAg: Permit~: SW030356 Date Received: 8125103 Legal Description: Timberlux #3 Block F Lot 19 Engineer: Mike Anderson Anderson Enaineerina Applicant: Gene Strid Waiver Requested: 1 foot line line waiver Criteria: Geology A. Water Table B. Soil Sorption C. Permeability D. Water Table Gradient E. Horizontal Separation Total: Points: Waiver is Granted: Waiver is not Granted: List Conditions or Reasons for above: Name of Reviewer Rec#: 40642 Amount: $15.._~0 Date Paid: 91312003 Municipality of Anchorage Development Services Department Building Safety Division On-Site Water and 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/VVELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I,D. Permit Number SW Property owner(s) Gene Strid Mailing address (1)J¢_0~2_1 Curvell Drive Anchor~g¢_, AK 9~9~.¢zL~ Mailing address (2) Day Zip Code .1~¢ Legal description (Lot, Block & Sub'd;) ~Lo_t. 19. Block F. TimbeJ2Luz Subdivision Legal description (Section, Township & Range) Lot Size Ltl:""') \ L~¢-¢-~_ ~l~ Acres/Sq. Ft. Number of Bedrooms Three (3) THIS APPLICATION IS FOR: Sewer Only Sewer and Well Sewer Upgrade THIS PROPERTY CONTAINS: Hot Tub Swimming Pool Therapy Pool [] Well Only [] [] Water Storage [] [] Jacuzzi [] [] Water Softening Unit [] 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 Fees: Date of Payment: Receipt Number: (Rev, 1~00) Waiver Fees: Date of Payment: Receipt Number: August23,2003 Municipality of Anchorage Development Services Department On-Site Water and Wastewater Program 4700 South Bragaw Street Anchorage, AK 99519-6650 Subject: Lot 19, Block F, Timberlux Subdivision Septic System Design and Permit Application Impacts to Adjacent Properties Dear Onsite Services Engineer: The existing septic system on Lot 19, Block F, Timberlux Subdivision is nearing the end of its useful life and must be replaced. We are therefore requesting a permit be issued for the construction of a new septic system to serve the three-bedroom home on the lot. The attached Site Plan and backup documentation identify the location and configuration of the existing well and proposed septic system. Also identified on the plans are the locations of the well and septic systems on the adjacent properties. Drainage arrows are shown indicating the current patterns. The drainage patterns will be maintained after construction. The test hole placed on the lot during the construction of the original system indicates poorly graded silty sand with varying amounts of gravel in the area of the new absorption trench. The percolation rate for this material is 30 minutes per inch. Groundwater was found during placement of the test hole at 11.5' below the surface. The elevation of the distribution line in the absorption trenches will be 3' below the surface and the total depth will be 7' to provide sufficient separation from groundwater. A Bull Run Flow Diver[er Valve will be placed to tie in the existing absorption system for future use. The valve will be placed after the two post tank cleanouts. A lot line waiver will be required as the new trench will be within 1' of the eastern lot line. The ground surface on the lot slopes at varying grades from the west to the east in the area of the new absorption trench; The trench will be constructed parallel with the slope as much as possible in conformance with Municipal requirements. The new septic system will be constructed a minimum of 100' from the existing well on the lot and the existing wells on the adjacent lots. It will also be constructed a minimum of 100' from any surface water in the area. If the system is constructed in accordance with our design the following statements apply: The system, if constructed as designed, will have no adverse impact on the wells Lot 19, Block F, Timberlux August 3 2003 Page Two in the area or those to be constructed in the future. The system, if constructed as designed, will have no adverse impact on existing septic systems in the area or those to be constructed in the future. The system, if constructed as designed, will have no adverse impact on reserve space, either surface or subsurface, on any lots located in the area. The system, if constructed as designed, will have no adverse impact on drainage patterns in the area. The current drainage pattern will be maintained. Sincerely, Michael E. Anderson, P.E. Attach merits N89 56'36'E 200.00 19 t0' Utility Easement 75' Long x 5' x 4' Effective Absorption T Trenches / ~ Existing Absorption Existing Well SITE PLAN SCALE 1" = 40' LOT 19, BLOCK F, TIMBERLUX SUBDIVISION LOT 19, BLOCK F, TIMBERLUX SUBDIVISION DESIGN FACTORS: SYSTEM REQUIREMENTS: Three Bedroom House 5' Wide Trench System Perc. Rate: 30 Min./Inch 1,000 Gallon Septic Tank Application Rate: .6 GPDISF 4' Drainfield Rock 3 Bedrooms X 150 GPDI.6 GPD/SF (Application Rate) = 750 SF Absorption Area . 750SF/5 LF (Width)* .5 (Red. Factor) = 75 LF Trench Length THEREFORE: Construct a 75' Long x 5' Wide x 4' Effective Depth Absorption Trench. Flow Line Elevation in Trench to be 3' Below Original Ground Sun'ace. Total Depth to be 7' Below Existing Ground. Maintain 100' Separation From Existing Well. Place 2' of Direct Bury Insulation and 2' of Fill Over Absorption Trench or Provide Minimum 3' of Cover to Prevent Freezing. Place 4' of Cover Over Septic Tank, Natural Backfill Geotextile Fabric 4" Perforated PVC (Holes Down) -- Drainfield Rock TYPICAL 5' WIDE TRENCH SECTION -- --~,... ~ ,.L~~C~' =--~;-'~ ~ .-~ '-' ............. NOTE: Grade Ama Over Trench to Drain Away. Minimum 6; Separation From Bedrock. Minimum 4 Separation FrOm Groundwater. Minimum 100' Separation From Wells. Minimum 100' Separation From Sudace Water or Streams. -**:~:,~..-'~ Performed for Legal Description: This form reports: Depth Peet Gr~/ATER ANCHORAGE AREA BOROUG'~-t Department of Environmeatal Quality 3330 "C' Street Anchorage, Alaska 99503 SOILS LOG -- PEROLATION TEST -- Softs log ,, ~ Percolation te~ , ~. 20- .Was groundwater encountered? 10- If yes, *t what depth? Reading .... ~D~ate Gross Time Net Time Depth to Water Net Drop, Percolation rate mi~rm, August 23, 2003 Municipality of Anchorage Development Services Department On-Site Water and Wastewater Program P.O. Box 196650 Anchorage, AK 99519-6650 Subject: Lot 19, Block F, Timberlux Subdivision Separation Distance Waiver Absorption Trench to Lot Line Dear On Site Services Engineer: The septic system on Lot 19, Block F, Timberlux Subdivision must be upgraded to replace the existing failed system. It was imperative to place the new absorption trench a minimum of 10' from the existing trench to meet the requirements of the Municipal ordinance. Very little area is available on the lot due to the location of the well on the lot and on adjacent properties. We are therefore requesting a waiver be granted allowing a small portion of the trench to be constructed at 1' from the eastern line. A majority of the new trench will be a minimum of 10' from the lot line. The existing trench system will be left in place for possible future use. Placement of the new absorption trench at the proposed location does not impact wells or adjacent septic systems. We therefore recommend a waiver be issued allowing the new trench to be constructed at 1' from the east property line. Sincerely, Michael E. Anderson, P.E. MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION ENVIRONMENTAL ENGINEERING DIVISION 525 L Street- Anchorage, Alaska 99501 Telephone 264-4720 ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT NAME PHONE ~NEW MAILING ADDRESS LEGAL DESCRIPTION LOCATION NO. OF BEDROOMS Liq. ca IF HOMEMADE: I Width ~ Liquid depth WelJ Dwelling PERMIT NO. DISTAN~ DISTANCE TO: Wel~t) t~ ~0~I Foundation L/~ ' Nearestlotlii~_ / PERMITNO. 4~t/) Z~ Total effective abs?~n~. NO. Top of tile to finish gradb ~ Length Width Depth DISTANCE TO: DISTANCE TO: Depth Driller Distance to lot line Building foundation Sewer line Septic tank PERMIT NO. ,z~O 0 ~ Absorption area(s) OTHER PIPE MATERIALS SOIL TEST RATING INSTALLER REMARKS A.PPROVED 72-013 (~,~. 3/78) DATE LEGAL DEF'ARTMENT.(~-i,. HEFILTH RND~EW~,IRONMENTBL I~TECTION 825 i ISTREET., RNuHORRGE,, AK. 264-4728 HPFLI_.HNT aENE -,TRI[. 4900 LRKE CTI=. F'KNY L 0 C R T I 0 N CURyELL LEGAL ~;:~*~ ~~ ~: *, LOT SZZE 4,=,uee- ¢' ' '=_,QURRE FEET - "= ' - '='"= IS: R TYPE OF SOIL HB-,ORPTIuN -,~-,TEM TREN~.H i'IR~-,IMJM NUMEEF. OF EEDR--M'; = 2 =,UIL RATING "-- FT, BR.:'- THE REQLIIRED .=,I~.E OF THE =,EIIL ItE,_,uRFTIuN _,.r_,TEt'I I_,. [::' E F" T H = ::~ L E i'-,I ,3 T t.-! := -! :.1.. Z 6 F-: R %," E L [:" E F' T ~-t = 4 ' THE LENGTH DIMENSION IS THE LENGTH (IN FEET) OF THE TRENCH OR DRRINFIELD. THE DEPTH OF R TRENCH OR PIT IS THE DISTANCE BETWEEN THE SURFACE OF THE GROUN[:, AND THE BOTTOM OF THE E)<CA',/BTION (IN FEET). THERE IS NO SET WIDTH FOR TRENCHES. THE GRR',,,'EL DEPTH IS THE MINIMUM DEPTH OF GRAYEL BETWEEN THE OUTFFILL PIPE FiND THE BOTTOM OF THE EXCRYRTION (IN FEET). F-: E C-%" El I F-:E[:, '--=-E F'T I C TR~-~< $ I ZE= :~_ ~.:..-"~ E-~ ~-i-i F'ERMIT RF'PLICANT HAS THE RESPONSIBILITY TO INFORM THIS DEPARTMENT [:,URING TFIE IN_THLLRTIUN IN-,FEuTIuN-, OF ANY WELLS RDJROENT TO THIS FY_PERT9 AND THE NUMBER OF RESIDENCE':; THAT THE WELL WILL SERYE. ........ TI--lC, < 2 ::, I I'-,tSF'EC:T I 01'-~'_-] RRE RE,_:..~IJ I BACKFILLING OF ANY _,~_,TEH WITHOUT FINAL IN_FEL. TION AND APPROVAL BY THIS DEPRRTMENT [,JILL E,E .:,LI6JEL. T TO FRU_,EcLITION, MINIMUM DISTANCE BETWEEN R WELL RND RNY ON-SITE SEWAGE DISPOSAL SYSTEM IS 1E~E~ FEET FOR R PRIVATE WELL OR 2L50 TO 2E~E~ FEET FROM R PUBLIC: WELL DEPENDING UPON THE TYPE OF PUBLIC NELL MINIMUM DISTANCE FROM R PRIYRTE WELL TO R F'RIYATE SEWER LINE IS 25 FEE]' AND TO R COMMUNITY SEWER LINE IS 75 FEET. NELL LOGS ARE REC!UIRED AND MUST BE RETURNED TO THE DEPARTMENT WITHIN 20 DAYS OF THE NELL COMPLETION. OTHER REQUIREMENTS MAY APPLY. SPECIFICATIONS RND CONSTRUCTION DIAGRAMS ARE AVAILABLE TO INSURE PROPER INSTALLATION PFZF:~'I I T E'=-::F" I REc. [:-,EL-:-E~-IBER 3..'1, I CERTIFY THAT L: ! RM FAMILIAR WITH THE REQUIREMENTS FOR ON-SITE SEWERS AND WELLS RS SET FORTH BY THE MUNICIPALITY OF ANCHORAGE. 2: I NILL INSTALL THE SYSTEM IN ACCORDANCE WITH THE CODES. ~: I UNDERSTAND THAT THE ON-SITE SEWER SYSTEM MAY REQUIRE ENLARGEMENT IF THE RESIDENCE IS REMODELED TO INCLUDE MORE THRN ~ BEDROOMS. S I GNE[:,: ........................................ RPPLICANT GENE .=,TR ID tE F:EQUIREC, SIZE OF THE SOIL...BE:SOF:F'TION SYSTEM / ,.-.--... THE LENGTt4 DIMENSION IS THE LENGTH (IN FEET';, OF THE TRE[.~CH OR DRRINFIEL[,. THE DEPTH OF FI TRENCH OR PIT !S THE DtE, SRNE:E 8ETHEEN FHE %LIRFRC:E OF THE GROUND Rf]C, THE BOTTOM OF THE EXCRVRTION (IN FEET). THEF:E IS NO SET H~OTH FOR fRENCHES THE GRRVEL DEPTH IS THE MINIMUM DEPTH OF GRRVEL BE'/HEE~ THE OUTFF4LL PIPE RND TI4E BOTTOM OF THE EXC:RVRTION (IN FEET). :RMIT RPPLIC'FINT HIqS THE RE~,P_H=,IBIL,T'r' Ti] INFOI~'M THIS DEF'RRTHENT [:,URZf4C~ THE 4STRL. LRTION It.,LSPECTIOHS OF RNY HELLS RDJRC:ENT TO THIS PRLFERT¢ Rf,ID THE JMSER CIF RESIDEhhZ:ES THFIT TIiE HELL MILL SERVE. -f-l,lC~ ( .-~t ) I f-ISF'EC: T I I=~f-4:$ FIRE ~C:KFILLING QF RN"¢ _,~':,TEM HITHCIUT FINRL IHSPEC:TIFtN RN[:, RF'F'RO',/RL E:"~' THIS ~F'RRTMENT WILL BE SUE:..fECT ~ PRCISECUTtl3N. ~NIMUM DISTK~NC:E BETHEEN R HELL RND RNY CIN-SITE SENRGE DISPOSRL SYSTEM IS )O FEET FOR B F'RIVBTE t4ELL OR 15[} TO 200 FEET FROP1 R PUP. LIC HELL DEF'EHDING )74 THE TYPE OF PUBLIC: 14Et_L ;NIMf. JM DISTRNCE FROM R PRIVRTE HEL_L TO R PRI',,,'RTE SEHEF' LINE IS 25 FEET RN[, ] A CCIMMUNITY SEWER LINE IS 75 FEET. ;I..L LCll]:~ ~E:E REQLiIREF) AND I'11..1S~ EiE E'ETLIRf~E[:, TO THE DEF'RRTflEN[ HITHIN 3:O DRYS : TtiE biEl L COMPLEt'ION /HER RE6fUIF:EMENTS MBY RF'F'LY. SPEC:IFIC:FtTIONS RND CONSTF&ICTION DIFtGRRM5 FIRE ,q~ILf~8I_E TO INSURE F'RI3F'ER IN',;~FtLLB~II}H F:ERT ! FY 7HRT I RM FFtPIILICtR 14ITH THE REQUIREr,lENTS FOR Of4-.SITE SEI4ERS RND WELLS BS SET )R-tH B'~ THE IqUN ICI F'RL I TY OF RNC:HOR~GE. I 14ILl_. INSTRLL THE ?¢STEH IN RCCORD~NCE I,IITH THE CODES. I UN[:,ERSTRND THR~ THE ON-SITE SElqER SYSTEM I'!RY REQUIRE ENLRRGEHEHT IF THE iSIDENCE IS REMODELED T0 INCLLIDE MORE THF~N ~ DEDROOHS. ,=,: ............................. GeATER .ANCHORAGE AREA BOROUGH Department of Environmental Quality 3330 "C' Street Anchorage, Alaska 99503 Legal Description: This form reports: Performed for ~:Jk\~'7.- ,~-)~ID " ' c , , , ,,, Date_Performed ~,~ /f)/?alPO Sod'Ts log ~ ? '~ Percolation test ~ Depth Feet 14-- 16- 18- 20- Was groundwater encountered? If yes, at what depth? Reading Date Gross Time Net Time Depth to Water Net Drop Percolation Proposed in~allation: Drain Field Depth of Inlet ,epth to bottor of pit c COMMENTS: Performed BOX-J.~t~9~, .~TAR I~OUTE A ANCHORAGE, ALASKA 99502 SIX INCH WATER WELL DRILLED AND CASED OUT TO THE DEPTH OF DRILLED AT The RATE OF ;iIT~°°00 Per FOOT. ProPErtY OWNer f~i~o ~c $~. 349-3490 300 WELL LOG: 0 ..... 744--766' ~.a Clmag. e. fia~. ,~ao~ge. dz/Lte.;/ ~t~om. 200 :to 300 ,~ce_.t. 7t~U~ w~.ew. Lo n.ot~ pkodgcLOe. To.tcJ. co.~. o~ ~O.z. tLlin, g.: $19.00 pe~. .fi~.. X Co~< a,/?-. /g~L~ Seu~t: {t22.50 $3500. O0 MUNICIPALITY OF ANCNORAGE DEPT. OF HZALTH & ENVIRONMENTAL F~OTECTION OCT 1_ 6 1980 RECEIVED COST INCLUDES ALL LABOR AND MATERIAL FOR COMPLETION OF SAID DRILLING. WRITE CHECK PAYABLE TO RAMPART DRILLING WORKS FOR THE SUM OF THANK YOU VERY MUCh. DATE BERNIE ]3822.50 OF RAMPART DR NG WORKS ON PAST DUE ACCOUNTS