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Home My WebLink AboutTIMBER TRAIL TR 2Timb r Treil Tract #017-101-32 Permit Number:. Name: EDWARD SCHLIEFS 14000 GOLDENVIEW BRIVE * ANCHORAOE, AK 99516 (907) 345-4258 3 LEGAL DESCRIPTION 2 - TIMBER TRAIL 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 Wastewater Disposal System and/or Well Inspection Report SW020341 P~D Numbe~ 017--101--32 Wastewater System: r'l New O Page I of 3 · Upgrode ABSORPTION FIELD O Other t'qDeep Trench IShallow Trench rtBed nMound 1.2 ~o/s, r~ 2.0 ~ SEE DWG. ~ WELL: D New I'1 Upgrade 5 A+ HOME SERVICES TANK SEPA~TION DISTANCES ,s.~ a,o~.~ as.~.~P. R~,d S~Uo. ~.~ ~.. ~ ANCH0~GE T~K 1000 w~ 100'+ 100'+ - - 25'+ ~EEL 2.0/2.0 70 TOTAL (2 D 3034/ F-810 o~ ~'b/25/2002 2 Surface Woter 100'4- 100'4- -- -- -- LIFT STATION ~tu.. s'+ ,o'+ - - - ~"~'"= I ~ ~.~o~k,: BENCH MARK -~I~ING SEPTIC TANK C0MP~ELY ~DONED TOP OF GAUGE S~ (WE~ END) Inspections performed by: AKWWC, INC. Dates: 1st 10/25/2002 2nd 10/25/2002 3rd 10/25/2002 Development S,ervices Department Approval R~viewed and approved by:_ ~ Dote: //~//~ PERMff NUMBER: AS BUILT DRAWING PARCEL IO NUMBER: SW020541 ~ 017- I 01 -~$ A B C ST1 - 17.24 36.88 ST2 - 23.78 36.47 DBL1 - 25.56 36.60 DBL2 - 26.66 36.64- FI) - 27.20 36.74. FS 105.17 - 98.42 C01 10.3.20 - 98.45 MT1 100.81 -- 97.21 C02 122.95 - 128.85 MT2 123.81 - 128.69 C05 116.51 - 106.96 MT3 118.39 - 108.6.3 C04 136.51 - 137.21 MT4 133.18 - 134.03 \ \ \ \ \ \ ALASKA ~V.a/I ER & V~AS'I EV,~FER ~ONSULTANT$, lNG. EDWARD SCHLIEFS 545-4252 TIMBER TRAIL SUBDIVISION; TRACT 2, AS-BUILT OF SEPTIC SYSTEM UPGRADE ~ ~ AS BUILT DRAWING ~' ~ SW020.41 m 017-101-.2 100.41-101.04 · .~,~.~ NEW 1000 ~ C, ALLON SEPTlC TANK ~ or eUN(; AT OUTLLrT m 95.21 n.e~ (,.,,v~.) 5.,.~.~,~ - e z e'., $o.e7 CA;T,.) RI:LA11V~ ELEVATION OF IMPERMEA~LI: ~, RELATlV~ ~A~ON Or IMP~M~ SOl~ -- 64.67 ~JMO~ P~ ~ ~[~ - 82.83 O~HO~ O~ 11/7/2002 ~ OF ~%~ . ~...~.~. '~S,~,,~:~ER ~'~ASTEB~TER' o~w";~.o. '~.~:~ ~:'.~00~ ~ONSULTA~S, INO. . ~ 9~ 600. ~,~,~, ~,~. SO.T, ~' ,~c~,~,. ,~ *~S~' ~ ~m~7~,,* ,,. c*o,m,-~,~6 N.T.S. ~ ....... ~ ~ ....... :'"'~ EDWARD SCHLIEFS (907) *45-4254 3 or 3 ) ' ;g~;;[; ~ ~.~.: ~... ,--~..-'~ PROFILE AS-BUILT DRAWINO OF SEPTIO UPGRADE %k~%~ 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 13, 2002 Expiration Date: Sap 13, 2003 Permit Number: SW020341 Legal Description: TIMBER TRAIL TR 2 Design Engineer: 0041 AK Water & Wastewater Consultan' Owner Name: Edward Schiefs Owner Address: 14000 GOLDEN VIEW DR ANCHORAGE, AK 99516-4301 Parcel ID: 017-101-33 Site Address: 014000 GOLDEN VIEW DR Lot Size: 99142 SQ. 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. 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: 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 O Parcel I.D. ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING 017-101-~3 Permit Number ~'f'"*~d-*~l~ I Property owner(s) Mailing address (1) Mailing address (2) EDWARD SCHIEF'S 14000 GOLDENV~EW DRIVE * ANCHORAGE. AK Day phone 345-4252 ~pCode 99516 Legal description (Lot, Block & Sub'd.) TRACT 2: TIMBER TRAIL SUBDIVISION Legal description (Section, Township & Range) Lot Size THIS APPLICATION IS FOR: Sewer Only Sewer and Well Sewer Upgrade · Acres/~.~ N/A Number of Bedrooms Well Only Water Storage THIS PROPERTY CONTAINS: Hot Tub Swimming Pool Therapy Pool 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. ALASKA WATER & WASTEWATER CONSULTANTS, INC. (Signoturc of propcrty owncr or outhorizcd ngcnt) Permit Fees: Date of Payment: Receipt Number. Waiver Fees: Date of Payment: Receipt Number:. CONSULTANTS, INC. October 17, 2002 Municipality of Anchorage Development Service Department Building Safety Division On-Site Water & Wastewater Program 4700 South Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 REDESIGN Ref: Septic System Upgrade for Tract 2; Timber Trail Subdivision To whom it may concern: 2. GENERAL: A permit was issued on this property on 9/16/2002. During construction of the drainfield the soil layer for the drainfield was found to be inconsistent with the permeable soils and impermeable soils. Construction was then stopped and more testholes ~vere dug. The revised design is summarized as follows. 2. SOILS: See the attached log, which shows the soil classifications, groundwater monitoring, and the percolation test results. 3. TRENCII DESIGN: a. Percolation Rate: 4 & 5 b. ¢. d. e. g. h. j. k. Proposed Application Rate: 1.0 gallons/day/ft Number of Bedrooms: 3 Design Flow: 450 gallons per day Minimum Absorption Area: 450 ft2 Total Depth: 4 feet (max.) Effective Depth: 2 feet Width: 5 feet Minimum Length: 70 feet long (2 @ 35 feet) Effective absorption area: 500 ft2 4. SURFACE WATER: There is no surface water within 100 feet of the proposed septic system upgrade. 6901 Debarr Road, Suite 2B ~ Anchorage, AK 99504 ~ Ph: (907)337-6179 ~ Fax: (907)338-3246 5. TOPOGRAPHY: The average topography in the area of the proposed drainfield is a 15%- 20% slope running approximately east to west. In short, there are no slope concerns. 6. CLOSING: I am open to any suggestions from your department that would be an improvement to the proposed system. I am unaware of any negative impacts that this installation would impose on adjacent wells, or septic systems. If you have any questions, please call us at 337-6179. Si~erely~ /~/~ NOTE: Attached is a site plan drawing, a design drawing, five soils logs, the topographical map and the 7page construction specification letter still apply and 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 'rlI~BER 'IRNL S/D; IRACT I I I I I I I BEDROOM HOU~£ I ~.C.J.G. , ~" a "..~,, · ~'~"~*"~"'~' ·~t~: ..... '/'~ ......... '""tt EDWARD SCHLIEFS 545-4252 1 TIMBER TRAIL SUBDIVISION; TRACT 2 SITE P~N FOR PROPOSED SEPTIO UPGRADE IH~TNJ. FLOW .~THATPEOPOSED DRAINFIEZD$. EXCAVATE 1~/0 'I'~ENCHE~ ARr' 4 FEET DEEP MAXIMUM BY 5 F~t.i WiDE BY tL~.~ LONO (~/0 AT 35 ~r.i LON~). ADD 0.5 OF CLEAN WASHED SEWER DRNNROCI~ INSTALL T~[NCHE~ p~lr~ TO SLOPE CONTOURS. FOUNDA~0N CI. EANOUT ---INSTN~. FLOW SPUTTE~ 86'+/% IN~'TNJ,. DOUBLE CLEN~OUT~ ~ / SEP~C TANK I \ RE-DESIGNL ALASKA WATER & WASTEWATER CONSULTANTS, INC. PREP,~ED FOR: PHONE NUMEIF..~: EDWARD SCHLIEFS 545-4252 TIMBER TRAIL SUBDIVISION; TRACT 2. DESIGN OF PROPOSED SEPTIC SYSTEM UPGRADE EXIt-TING WElL DATE.: 10/17/2002 DRAWN C.J.O. 1" = 40' 20F2 12 -- ML 13-- B.O,IL 14-- 15-- 16-- 17-- 18-- 19-- 2O SOIL CLASSIFICATIONS · o:.', GW ==::: ORG GM CL GC OL SW MH SP CH SM ~ OH SC DEPTH TO DATE GROUNDWATER Dm' lO/lO/2OO2 DRY 10/14/2002 PAy DATE 10/14/2002 PERCOLATION RATE 5 (MIN./INCH) TEST RUN BETWEEN 8.0 FT. AND 9.0 FT. A FOUR HOUR PRESOAK WAS PERFORHED: ~IYES SUSAN OSWALT PERCOLATION TEST PERFORHED BY: [~NO ROB CAMPBELL IN ACCORDANCE SOILS LOGGED BY: COMMENTS: PERFORMED BY AKWWC, INC. I, JEFFREY ,~ GARNESS, CERTIFY THAT THIS W,,~S PERFORMED WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: READING CLOCK NET TIME WATER LEVEL NET DROP TIME (MINUTES) READING (INCHES) 1 4:56 - 6' - 2 5:06 10 3' 3' .3 5:06 - 6' - 4 5:16 10 3 I/2' 2 1/2' 5 5:16 -- 6' - 6 5:26 10 4' 2' 7 5:26 - 6' - 8 5:36 10 4' 2' 9 5:,36 - 6' - 10 5:46 10 4' 2" 11 5:46 - 6' - 12 5:56 10 4' 2' PERC. HOLE DIA. 6 (INCHES) ALASKA WATER 8, WASTEWATER CONSULTANTS, INC. Septcmbcr 5, 2002 Municipality of Anchomge Development Service Department Building Safety Division On-Site Water & Wastewatcr Pmgram 4700 South Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 Ref: Septic System Upgrade for Tract 2; Timber Trail Subdivision To whom it may concern: 1. GENERAL: The existing 3 bedroom home is served by a private well and septic system. The septic is in a state of failure and needs to be upgraded. A test hole was dug in the area of the upgrade. We are proposing to design the septic system around the 30 foot radii of this test hole. 2. SOILS: See the attached log, which shows the soil classifications, groundwater monitoring, and the percolation test results. The proposed drainfield is to be installed in the GW material which was visually rated to be faster than 1 minute per inch. A confirmation percolation test will be performed during construction in GW material. 3. TRENCH DESIGN: a. Percolation Rate: 1.2 visual b. Proposed Application Rate: 1.0 gallons/day/ft2 c. Number of Bedrooms: 3 d. Design Flow: 450 gallons per day e. Minimum Absorption Area: 450 ft~ f. Total Depth: 8.5 feet (max.) g. Sand Filter: 2.0 feet of M.O.A. approved sand h. Effective Depth: 0.5 feet i. Width: 5 feet j. Minimum Length: 90 feet long (2 ~ 45 feet) k. Effective absorption area: 450 ft~ 4. SURFACE WATER: There is no surface water within 100 feet of the proposed septic system upgrade. 5. TOPOGRAPIIY: The average topography in the area of the proposed drainfield is a 15%- 6901 Debarr Road, Suite 2B ~ Anchorage, AK 99504 ~ Ph: (907)337-6179 ~ Fax: (907)335-3246 20% slope running approximately east to west. In short, there are no slope concerns. 6. CLOSING: I am open to any suggestions from your department that would be an improvement to the proposed system. I am unaware of any negative impacts that this installation would impose on adjacent wells, or septic systems. If you have any questions, please call us at 337-6179. Sincerely, /f NOTE: Attached is a site plan drawing, a design drawing, a trench detail, a soil log, a topographical drawing, and a 7 page constn~ction specification letter which are all part of the design pacfage for this septic system. 6901 Deban Road, Suite 2B ~ Anchorage, AK 99504 ~ Ph: (907)337-6179 ~ Fax: (907)338-3246 ~%.\/APPROXIkIAT~ ~ LOCATION \ I ! I ! ! ! EXISTINQ SEPT~ PROPOSED SEPTIC UPGRADE (Srr DESIGN pAGr 2 OF 5) Tn,(BI~R TR~L S/D; TRACT I & WAS'TEWATEr CONSULTANTS, INC. pREPARED FOR PHONE NUMBER: EDWARD SCHLIEFS 545-4252 TIMBER TRAIL SUBDIVISION; TRACT 2 SITE PLAN FOR PROPOSED SEPTIC UPGRADE 9/5/2002 DRAWN ST: Z.T.G. 1" = 100' pAGE NUMBER= ! OF5 NOTE: a CONFIRMATION PERCOLATION TEST IN THE GW MATERIAL IS TO BE PERFORMED PRIOR TO CONSTRUCTION. INSTALL PROPOSe:) 1000 GALLON INSTALL DOUBI r EXIStiNG $D~1C TANK TO BE CO~IPLrrT~.y .~,I~ONrn ~ 9/5/2.0o2. ............. Z.T.G. ALASKA WATER & ~VASTE~VATER ~ CONSULTANTS, INC. 1 # = 40' pREPAREO FOR: PHONIr NUMBER: PAG~ NUMBER: EDWARD SCHUEFS 345-4252 2 OF 3 trGAL DE~RLOTION: TIMBER TRAIL SUBDIVISION; TRACT 2, DESIGN OF PROPOSED SEPTIC SYSTEM UPGRADE 10' · I ALASKA WATER & ~VASTEWATER . z.T.o. PREPARED FOR: pHIONr NUMBER: PAGE NUMBER: EDWARD SCHUEFS (907) 545-4252 LEGAL DESCRIPTION: ~_'.. ..' TIMBER TRAIL SUBDIVISION: TRACT 2, DETAIL DRAWING OF PROPOSED DRAINFIELO /- 'TRACT 1 :D ~CHUEFS S/D~ PHONE 2~I_,ASI(A '~VATER & WAS FEWATER CONSULTANTS, INC, ISOIL LOG PERCO~TION TESTI ... (,.t) ~S~ ~=~ ..~ ITEST HOLE SOIL CLASSIFICATIONS 3-- 7 GM CL Gc 4 ;. sw MH sc GROUNDWATER DATE `5~ Dm' s/22/200~ :.,~_?,..hL DRY 8/29/2002 · 2 3:40 13~ " 3 3:40 · 5 4:10 ~ GM 6 4:40 17 B.O.II. %ID(ISTiNG FEXISTINO SEPTIC / 3 BEDROOM HOUSE ii/~ I \ \ SITE PLANI / "-.. 1'-17o' NET TIME WATER LEVEL NET DROP (MINUTES) READING (INCHES) 30 `5 3/¢* 1/4' 30 ,5 314' 114' 30 .5 3/4" 1/4.' 18-- 19-- 20 SOILS LOGGED BY: COMMENTS: PERCOLATION RATE 120 (MIN./INCH) PERC. HOLE DIA.. 6 (INCHES) TEST RUN BETWEEN 6 FT. AND 7 FT. A FOUR HOUR PRESOAK WAS PERFORMED: ~YES r-JNO SUSAN OSWALT PERCOLATION TEST PERFORMED BY: ZACHAR~H CALL PERFORMEO BY AKWWC, INC. I, JEI-FREY A. GARNESS, CERTIFY THAT THIS WAS/PEI~FORMED WITH ALL STATE AND MUNICIPAL GUIDEUNES IN EFFECT ON THIS DATE: IN ACCORDANCE DEPARTMENT OF HEALTH & ENVIRONMENTAl.. PROTECTION ENVIRONMENTAl_ ENGINEERING DIVISION 825 L Street - Anchorage, Alaska 99501 Telephone 264-4720 ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELl. INSPECTION REPORT PHONE MAILING ADDRESS LEGAL DESCRIPTION ]Well ] Absorp% area Dwollin~/ , PERMIT NO, DISTANCE TO: ~<~ Manufacturer ~C¢8 ¢ Materia~/,~./ . N°. of compar~4onts Liq. capacity in gallo~s Inside length Width Liquid depth /~¢O IF HOME'DE: , ~ Well Dwelling PERMIT NO. O ~ ~ Manufacturer Material Liquid capacity in gallons ~ WeU Foundatie~//~ Nearest lot line PERMIT NO. Mateda] 6eneath tile Total effective absorption area inches Length Width Depth PERMIT NO. ~ ~ Type of crib Crib diameter Crib depth Total effective absorption area ¢ m DISTANCE TO: Well Building foundation Nearest lot line Class~ ~ Depth Driller Distance to lot llne PERMIT NO. Absorpti n~r a(s) " Building foundation Sewer line Septic )a~kz ~ DISTANCE TO: - PIPE MATERIALS SOIL TEST RATING ~,~ ~' INSTALLER REMARKS Co APPRO~%~ ' ' o* *~ DATE LEGAL 72-013 (Rev, 3/' RPPLICRNT LOCRTION LEGRL ED~IRRD SCHLIEF GOLDEN VIEW DR. LOT 2 TIMBER TRAIL SUB ~5ii BRLCHEN DR. LOT SIZE 24~-746~ 22222 SQUARE FEET TYPE OF SOIL ABSORPTION SYSTEM IS: TRENCH MAXIMUM NUMBER OF BEDROOMS := ~ SOIL RATING (SQ FT?BR)= 85 THE REQUIRED SIZE OF:THE SOIL REiSORPTION SYSTEM IS: DEF'TIq= .:1..2 LENGTH= 2fi'; GF-:R'v"E L [:,EF'TH= 5 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 GROUND AND THE BOTTOM OF THE EXCAVATION (IN FEET). THERE IS NO SET WIDTH FOR TRENCHES. THE GRAVEL DEPTH IS THE MINIMUM DEPTH OF GRAVEL BETWEEN THE OUTFRLL PIPE AND THE BOTTOM OF THE EXCAVATION (IN FEET). F:EL::.,IJ X RE[) 5EF'T 'ir C: TR~4t( S I --'-~' E= t¢="00 ,3RLLf, b~$ PERMIT APPLICANT HRS THE RESPONSIBILITY TO INFORM THIS DEPARTMENT DURING THE INSTRLLRTION INSPECTIONS OF ANY WELLS ADJACENT TO THIS PROPERTY AND THE NUMBER OF RESIDENCES THAT THE WELL WILL SERVE. T~4£, <2> I~4SPEI]:TIO~4S ARE RE6~IJIRE[) BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION AND APPROVAL BY THIS DEPARTMENT WILL BE SUBJECT TO PROSECUTION. MINIMUM DISTANCE BETWEEN R WELL AND ANY ON-SITE SEWAGE DISPOSRL SYSTEM IS · 00 FEET FOR R PRIVATE NELL OR $~0 TO 200 FEET FROM R PUBLIC WELL DEPENDING UPON TFIE TYPE OF PUBLIC WELL. MINIMUM DISTANCE FROM R PRIVATE WELL TO R PRIVATE SEWER LINE IS 25 FEET AND TO R COMMUNITY SEWER LINE IS ?~ FEET. WELL LOGS ARE REQUIRED AND MUST 8E RETURNED TO THE DEPARTMENT WITHIN 30 DRYS OF THE WELL COMPLETION. :OTHER REQUIREMENTS MAY APPLY. SPECIFICATIONS AND CONSTRUCTION DIAGRAMS ARE RVfllLRBLE TO INSURE PROPER INSTRLLRTION. PEF-:t4 I T ' E~<P I ~;:ES [)ECEt'IBE~:~: _~:-1., :l..L:~- 80 I CERTIFY THAT :1.: I RM FAMILIAR WITH THE REQUIREMENTS FoR ON-SITE SEWERS AND WELLS RS SET FORTH 8Y THE MUNICIPALITY OF ANCHORAGE. 2: I WILL INSTALL THE SYSTEM IN ACCORDANCE WITH THE CODES. _?,: I UNDERSTAND TH8T THE ON-SITE SEWER SYSTEM M8Y REOUIRE ENLARGEMENT IF THE RESIDENCE l~ REMODELED TO INCLUDE MORE THAN ]: BEDROOMS. SZGNSD .......... RPPL I C:FtNq~:D~--~' ~:HL I EF ~ ,,, ,il , ..... .... ' v4. o PERFORMED FOR: LEGAL DESCRIPTION: SOILS LOG MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION, Pouch 6-650, Anchorage, Alaska 99502 276-222~ [] PERCOLATION TEST SOILS LOG -- PERCOLATION TEST DATE PERFORMEO: ~-P3~ ~0 4- 5- 6- 8 9 10 11 12 13 14 15 16 17 18 19- 20- COMMENTS PERFORMED BY: 72-002 (7/76) SLOPE SITE PLAN WAS GROUND WATER ENCOUNTERED? IF YES, AT WHAT DEPTH? Gross Net Depth to Net Reading Date Time Time Water Drop PERCOLATION RATE T RUN BETWEEN ~ FT AND CERTIFIED BY: (minutes/inch) -- FT DATE: 82,5 L Street, Fourfl~ Floor Wes Anchorage, Alaska 9950! SIGNED Redif, prm® 4S 471 SEND PARTS 1 AND 3 WITH CARBON INTACT - PART 3 WltL BE RETURNED WITH REPLY. DETACH AND FILE FOR FOLLOW-UP DATE RECEIVED ' iNSPECTION APPOINTMENTS , ~..~:2~.E./~e TIME TIME TIME DATE DATE DATE INSPECTOR NSPECTOR I NSPECT¢~.{. C~ . MUNICIPALITY OF ANCHORAGE MUNICIPALITY OF ANCHORAGE DEPT. OF H~ALTH & ) DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTIE~,!,/IRONMENTAL P~OTECTION 825 L Street - Anchorage, Alaska 99501 ENVIRONMENTAL SANITATION DIVISION APR $ 1981 REOUEST FOR APPROVAL OF INDIVIDUAL WATER AND SEW I DIRECTIONS: Complete all parts on page 1, Incomplete requests will not be processed. Please allow ten (10) days for processing. PHONE 1. PROPERTY OWNER MAILING ADDRESS PROPERTY RESIDENT (if different from above) J ~,~ ~41. /V~. c~ l%z PHONE PHONE 2. BUYER MA.LING ADDRESS 3. LENDING INST..TIC. -- PHONE MAILING ADDRESS 4. REAL'rOE/AGENT J PHONE MAI LING ADDR ESS 5. LEGAL DESCRIPTION L STREET LOCATION 6. TYPE OF RESIDENCE /'~ NUMBER OF~BEDROOMS /~ ~ One E:] Four SINGLE FAMILY Two [] Five [] MULTIPLE FAMILY Three [] Six [] Other 7. WATE S PPLY ~ INDIVIDUAL* ' [] COMMUNITY [] PUBLIC UTILITY * ATTACH WELL LOG. A well Icg is re~quired for all wells drilled since June 1975. For wells drilled prior to that date, give well depth (attach Icg if available.) 8. SEWAGE DISPOSAL SYSTEM ~ INDIVIDUAL/ON-SITE** [] PUBLIC UTILITY YEAR ON-SITE SYSTEM WAS INSTALLED. NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED. 'UaZ THIS SIDE FOR OFFICIAL USE ONLY 1. TYPE OF RESIDENCE [] SINGLE FAMILY [] MULTIPLE FAMILY NUMBER OF BEDROOMS [~] ONE [] THREE [] FIVE [] TWO [] FOUR [] SiX [] OTHER 2, WATER SUPPLY [] INDIVIDUAL [] COMMUNITY [] PUBLIC UTILITY Connection Verified 3, SEWAGE DISPOSAL SYSTEM [] INDIVIDUAL/ON -SITE []PUBLIC UTILITY Connection Verified []Septic Tank or [] Holding Tank Size: / COCOQ If Tank is homemade ive dimensions: TYPE OF TANK TOTAL ABSORPTION AR EA PERMIT NUMBER DEPTH OF WELL DATE DRILLED LOG RECEIVED PERMIT NUMBER DATE INSTALLED INSTALLER SOILS RATING MANUFACTURER MATERIAL 4. DISTANCESwELLTO: Septic/Holding Tank Absorption Area Sewer Line Nearest Lot Line Absorption Area to nearest Lot Line 5. COMMENTS I~-APPROV ED FOR ~ BEDROOMS [] CONDITIONAL APPROVAL (letter must accompany certificate) [] DISAPPROVED DATE 72-010 (Rev, 6/79) 825 "I_." STrlEET ANCHORAGE, ALASKA 99501 (907) 264-4111 GEORGE M, SULLIVAN, April 7, ].981 Edward/Sir i Sch!ief 351]. Balchen Drive Anchorage, Alaska 99503 Subject: Tract 2 Lot 2 Timber Trails Subdivision Approval for the individual sewer and water facilities cannot be granted until the following items ?lave been completed: (1) The water analysis report needs to be delivered to this office from the Chem Lab, 5633 B Street, for our review. (2) The well seal on the well needs to be tightened so that it is water tlght. If there is not a well seal, one needs to be put on and sealed so that iL is water tight. This will need to be reinspecLed by this office when completed. If there are any further questions, please call this office at 264-4720. Sinc er e].y, Les N. Buchholz, R.S. Senior Environmental Specialist LNB/ijw IIome Federal Savings and Loan 535 D Street 99501 MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION [~' ~' PERCOLATION TEST Pouch 6-650, Anchorage, Alaska 99502 276-222'~ SOILS LOG - PERCOLATION TEST \~'T'- 5 ~"Z.-'~-.,~ 1 2 3 4- 5 6 7 8 9 10 SLOPE 11 WAS GROUND WATER ENCOUNTERED? 12 13 14-~ 16- 17 1.5' 18 19 20 DATE PERFORMED:~ SITE PLAN IF YES, AT WHAT DEPTH? Gross Net Depth to Net Reading Date Time Time Water Drop PERCOLATION RATE (minutes/inch) COMMENTS PERFORMED BY: ~_~1, TEST RUN BETWEEN FT AND -- FT 72-008 (7~76)