The URL can be used to link to this page

Home My WebLink AboutTALUS WEST BLK 3 LT 9 Municipality of Anchorage Page 1 of 1 DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 · Anchorage, Alaska 99519-6650 · Telephone: 343-4744 On-Site Wastewater Disposal System and/or Well Inspection Report Permit Number: SW950238 PIDNumber: 01520146 Nar.e: Wastewater System: [] New ~ Upgrade Pat Illias ^ddress: ABSORPTION FIELD 11916 Wilderness Dr. lNG. of B.~drooms: Phone: 345-08 g 0 I~ Deep Trench [] Shallow Trench U Bed D Mound Q Other Soil Rating: Average of Total Depth from original grade: LEGAL DESCRIPTION 1.2&.45 G.~sq, e. 9 ~/2 Lot: Block: Subdivision: Deplh ~o pipe boltom from original grade: Gravel depth beneath pipe 9 3 Talus West 4 F,. 5 Ft. Township: _---- Range: ------ ~ Seclion: ------ Fill added above original grade: Gravel length: t 0 Ft. 54 total Ft. WELL: Exist. ~ New Q Upgrade 3.25 F,. 2 12 FL Classification (Priva[e, A,B,C): Tolal Depth: Cased TO: Total absorption area: Pipe material: Private 107 Ft. 40'+ Ft. 540 SQ. Ft. N/A 1976 80' FC Bi~ Time Dirt Work: 8-29-95 TANK-Existing 7.5 GPM I Unknown Ft. I 1. 5I FL SEPARATION DISTANCES ~Septic ~ Holding ~ S.T.E.P. From Tank Field S,atio,, Tank Sewer ~i..~ 1 , 000 Material: Number of Compartmenls: . We. 105 ' I 02 ' N/A N/A Steel Line 30 ' + 7 ' + N/A N/A N/A N/A N/A ~/A ./A ./A Pu~del J [lectdcal Inspec,ions performed or: ~ Curtain BENCH MARK Remarks: Tank exoosed, not leaking;did not need to be replaced. Aluminum Monument ~ Talus and ~C ~fZ: ~'~ q"FM~i~ Pg~'gPR '~'~C wilderness i AssumedElevation: 5~~ ~zq~g ~5~ p 3~q ~ ldO. O Fl. ENGINEER'S SEAL Inspections performed by: L, ~0~, ~J< Dates: 1st ~/~q/q s~ Heal~d~ Hu~ervices~ approval ~ ~r,~ Department of Reviewed and approved - ~ Date: ~[pmmi~i~7~. 72-O13 p~ev 9/91t MOA 25 Permit No. SW950238 Municipality of Anchorage Deportment of Health and Human Services ENVIRONMENTAL SERVICES DIVISION Page 2 of 2 Dale 9-7-95 On-Site Legal Description: Box 196650 .Anchorage, AK 99519-6650 .Tel: Waste wafer Disposol Sysfem/Well LOT 9 BLOCK 3 TALUS WEST SUBDIVISION 545-4744 Inspection Report SITE NARRATIVE, CONTINUED The soils investigation by DHI revealed a fairly uniform silty soil overlain by 4' to 6' of silty gravel. In places, the silty soil becomes more sandy. The original system was based on a sandy test hole, but since it failed within 4 years, if was probably situated in a silty region. Though the test hole upon which the new system is based has 7' of sandy soil, the design assumes the french will be half in sand, half Tn silt, and is sized accordingly. There is room fo lengthen the trenches if soil conditions change during construction. SEPARATION DISTANCES: The replacement system will be installed 7' fram the north property line. A replaceCrfenf system for Lot 10 would have fo be at least 5' from the common property line to: maintain the required french separation distance (twice the effective depth). This 'does not appear fo be a hardship for Lot 10. -- ~ ~_ee . ee~ ; 749TH RECORD DRAWING :*. _.-~ ..~ &~ ~LAURIE KOZISEK ~ W.'d. 95m~ iF;~. NO. ** iSCALE: ~"= ~" Ic. FiLE 2~CS~ Permit No. SW950258 Page· 1 of W.O. 95211 Municipality of Anchorage Department of Health and Human Services Date 9-8-95 ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 * Anchorage, AK 99519-6650' Tel: 343-4744 'On-Site Wastewater Disposal System/Well Inspection Legal Description: LOT 9 BLOCK 3 TALUS WEST SUBDIVISION PID No. Report 01520146 REPLACED EXISTING j C.O. WITH PAIR /' / OF.C.O. PER CURRENT MOA REGS,, WITH 90' // ELBOW BETWEEN C.O:S 69' EXISTING TRENCH ABANDONED IN ~ FILLED DRIVEWA' (PAVED) / ~, N89'54'42 E 170.00' /-~SHROB LINE ~.: ,...,-':." :.... :...: : ...- 2 EA. 27' LONG, 5' DEEP TRENCHES SEE DETAIL 1/2 O RADIUS RADIUS RADIUS / SWING TIES AC 31' AD 11' BC 17' BD 20' LEGEND PROPOSED EXISTING DESCRIPTION [] [] CLEANOUT & DRAIN LINE ' · 0 4" MONITOR TUBE " ~ TEST HOLE ~"~ E/T/C- U.G. ELECTRIC, · TELEPHONE, CABLE X FENCE 0 TREE RECORD DRAWING W SCALE: 1"= 30' DATE LAURIE CE 5414 Permit No. SW950258 Municipality of Anchorage Department of Health and Human Services ENVIRONMENTAL SERVICES DIVISION Page. 2 of 7 W.O. 95211 Date 9-7-95 P.O. Box 196650 * Anchorage, AK 99519-6650' Tel: 343-4744 On-Site Wastewater Disposal System/Well Inspection Report Legal Description: LOT 9 BLOCK 3 TALUS WEST SUBDMSION PlD No. 01520146 TORiGiNAL CLEAN GROUND H#2 BACKFILL-SEE NOTE 1 9~ 94 FILTER FABRIC MIRAFI 140S 93 OR EQUAL~ 92 91 4" PERFORATED- 9C PVC PiPE INV.= ~ 89 SCARIFY 88 SEE NOTE 9 GRADE - SEE NOTE 16 & 17 'AIRTIGHT CAP MONITORING TUBE INSULATION, IF NEEDED SEE NOTE 13 SEWER ROCK PER MOA SPECS SEE NOTE 10 86 85 84 83 -- 82 X~7 81 WATER TABLE 80 79 78 DEEP TRE SCALE: NTS RECORD BOTTOM OF TRENCH 85.0 NCH SE DRAWING CTION(~ Permif No. SW950238 On-Site Legal Description: Municipality of Anchorage Department of Health and Human Services ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 * Anchorage, AK 99519-6650' Tel: 343-4744 Wastewater Disposal System/Well Inspection LOT 9 BLOCK 3 TALUS WEST SUBDMSION PID No. Page 3 of 7 W.O. 95211 Dale 9-7-95 Report 01520146 EXISTING ~,~ HOUSE EXISTING PiP EXISTING ANGLE EXISTING CLEANOUTS. INSTALL PAIR OF NEW CLEANOUTS SEPARATED BY 90' ELBOW 92.0 BACKFILL TO PREVENT PONDING OVER TANK OR PIPEr NEW PIPE INSTALL 90' ELBOW ~'~' SEPTIC SCALE: NTS RECORD TANK PRO DRAWING FILE REVISED 8-2.3-95. DATE Permit No swg50238 On-Site Legal Description: LOT 9 BLOCK 3 TALUS WEST SUBDMSION Municipality of Anchorage Department of Health and Human Services ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 * Anchorage, AK 99519-6650 · Tel: 343-4744 Wastewater Disposal System/Well Inspection Page 4 of 7 W,O. 95197 Date 9-7-95 Report PID No. 01520146 NOTES: 2. 5. 4. 5. 6. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WiTH CHAPTER 15.65. WASTEWATER DISPOSAL REGULATIONS OF THE MUNICIPAL CODE AND MOA STANDARD SPECIFICATIONS FOR STREETS, DRAINAGE UTILITIES AND PARKS (MASS) 1994 AS CURRENTLY AMENDED, AND ALL APPLICABLE STATE AND FEDERAL REGULATIONS. EXPOSE 1000 GALLON SEPTIC TANK FOR ENGINEER'S INSPECTION. MOUND BACKFILL OVER TANK TO PREVENT PONDING. ANY DEVIATION FROM THE DESIGN MUST BE AUTHORIZED BY THE ENGINEER PRIOR TO ITS INCORPORATION INTO THE SYSTEM. CONTRACTOR TO LOCATE ALL UNDERGROUND UTILITIES, PROPERTY LINES, EXISTING WELLS, WATER WAYS, SURFACE AND SUBSURFACE DRAINAGE FACILITIES, LAKES, PONDS, AND OTHER FACILITIES REQUIRING SEPARATION DISTANCES FROM THE PROPOSED SEPTIC SYSTEM. CONTRACTOR TO STAKE PROPOSED SYSTEM PRIOR TO CONSTRUCTION. NOTIFY THE ENGINEER OF ANY OBSERVED CONFLICTS PRIOR TO CONSTRUCTION. STAKE LOCATION OF EACH TRENCH END. NOTE DEPTH OF CUT ON LATH. CONTRACTOR SHALL HAVE SURVEY LEVEL AND ROD SET UP ON S~ DURING CONSTRUCTION, NOTIFY THE ENGINEER AND DHHS 24 HOURS PRIOR TO COMMENCING WiTH CONSTRUCTION. A MINIMUM OF THREE SITE VISITS ARE REQUIRED. THE FIRST VISIT SHALL BE OF THE SUBGRADE, PRIOR TO PLACING SEPTIC ROCK, THE SECOND VISIT SHALL BE AFTER THE PLACEMENT OF GRAVEL, DISTRIBUTION PIPING, STANDPIPES, AND OTHER COMPONENTS AS SPECIFIED. THE THIRD VISIT SHALL BE AFTER THE WORK IS COMPLETED. CONTRACTOR SHALL DELIVER TO THE ENGINEER A SET OF RED-LINED, AS-BUILT DRAWiNGS SHOWiNG ALL DATA AS SPECIFIED IN SEC. 15.65.F, 2, .3, 4, 5, 6 OF MUNICIPAL WASTEWATER DISPOSAL CODE WiTHIN FIVE DAYS OF THE FINAL VISIT. INVERTS AND SWING TIE LOCATES SHALL BE TO THE NEAREST TENTH OF A FOOT. THESE AS-BUILTS SHALL BE USED BY THE ENGINEER TO PREPARE AND SUBMIT RECORD DRAWiNG TO DHHS. ALL EXCAVATION DEPTHS ARE ADVISORY. THEY ARE TO BE VERIFIED AND MAY BE MODIFIED BY file ENGINEER IF ACTUAL FIELD CONDITIONS VARY FROM THOSE USED TO PREPARE THE DESIGN. RECORD DRAWING Permit ~o. $W950258 Page 5 of ? W.O. 95211 Municipality of Anchorage Department of Health and Human Services Date 9-7-95 ENVIRONMENTAL SERVICES DIVISION P,0. Box 196650 ° Anchorage, AK 99519-6650' Tel: 343-4744 On-Site Wastewater Disposal System/Well Inspection Legal Description: LOT 9 BLOCK 3 TALUS WEST SUBDIVISION PlO No. Report 01520146 NOTES: 10. 11. 12. 1,3. BOTTOM OF TRENCH EXCAVATION SHALL BE LEVEL. RECORD ELEVATIONS AT BEGINNING, MIDDLE, AND END OF TRENCH BOTTOM. FACE OF TRENCH WALL SHALL BE SCARIFIED BEFORE PLACING SEWER ROCK. PLACE THE SEWER ROCK TO THE SPECIFIED DEPTHS. DO NOT CONTAMINATE SEWER ROCK WITH NATIVE MATERIAL OR SPOILS FROM EXCAVATION. LEVEL ROCK SURFACE TO + 1" PRIOR TO INSTALLING THE PERFORATED PIPE. ALL PIPE SHALL BE PVC CONFORMING TO ASTM D5054 OR ENGINEER APPROVED EQUAL. ALL JOINTS SHALL BE SEALED WITH APPROVED GLUE. CLEANOUTS SHALL BE INSTALLED AT THE ENDS OF THE TRENCHES. 4" MONITORING TUBES SHALL BE INSTALLED AT EACH END OF THE TRENCH, WHERE SHOWN ON PLANS. COVER THE DISTRIBUTION PIPE WITH MIN 2" SEWER ROCK, BEFORE PLACING INSULATION, GEOTEXTILE, BACKFILL. AND TOPSOIL. MINIMUM SOIL COVER SHALL BE 4'. ONE INCH OF INSULATION MAY BE SUBSTITUTED FOR ONE FOOT OF SOIL COVER, BUT THERE MUST BE A MINIMUM OF TWO FEET OF SOIL COVER OVER THE INSULATION. ALL INSULATION BOARD SHALL BE 2" THICK POLYSTYRENE, DOW HI-55 OR ENGINEER-APPROVED EQUAL, CENTER BOARD WIDTH OVER PIPE. 14. A GEOTEXTILE FABRIC, MIRAFI 140S OR ENGINEER-APPROVED EQUAL, SHALL BE INSTALLED BETWEEN THE SEWER ROCK AND THE BACKFILL. LAP ALL ,JOINTS. 15. MATERIAL USED AS BACK FILL SHALL BE CLEAN AND FREE OF ORGANICS, TRASH AND CONSTRUCTION DEBRIS. 16. SLOPE ALL BACKRLL MATERIAL TO DRAIN AT 2% MIN. SLOPE, AND IN SUCH A MANNER THAT PONDING AT OR NEAR THE SYSTEM DOES NOT OCCUR. THE FILL SHALL BE LEFT AT 6" HIGHER THAN SHOWN TO ALLOW FOR SETTLEMENT. PLACE 4' OF TOPSOIL & SEED (SCHEDULE D) PER MOA 1994 STANDARD SPECIFICATION FOR STREETS, DRAINAGE, UTILITIES, & PARKS AFTER COMPLETING INSULATION. 17. RECORD THE FINISH GROUND ELEVATION OVER TOP OF TRENCH. RECORD DRAWING I I Permff No. SW950238 Municipality of Anchorage Department of Health and Human Services ENVIRONMENTAL SERVICES DIVISION Page 6 of 7 W.O. 95211 Dale 9-7-95 P.O. Box 196650 * Anchorage, AK 99519-6650' Tel: 343-4744 On-Site Wastewater Disposal System/Well Inspection Report Legal Oescripfion: LOT 9 BLOCK 3 TALUS WEST SUBDIVISION PID No. 01520146 SYSTEM DESIGN CALCULATIONS 1. NO. BEDROOMS 2. USE DEEP TRENCH SYSTEM 5. ABSORBTION AREA = (,5 BEDROOMS)(150 GPD/BR) (1/2)(1.2 + 0.45) 545 SF TEST HOLE #2 SHOWS SAND, BUT TO BE CONSERVATIVE, ASSUME 1/2 SAND (.5 MIN./INCH) AND 1/2 SILT (,52 MIN./INCH) 4. USE EFFECTIVE DEPTH OF GRAVEL= 5.0' 5. TOTAL LENGTH OF TRENCH= ABSORPTION AREA 2 * DEPTH OF GRAVEL USE TWO EACH 27' TRENCHES = 54' PERCOLATION RATE 6. MINIMUM TRENCH SEPARATION EQUALS TWICE EFFECTIVE DEPTH = 12' RECORD DRAWING PIT & TRENCH MOUND & BED APPLICATION RATE APPLICATION RATE ~ · TH · NOT SUITABLE NOT SUITABLE ..49 ~.2 ~ 0.8 0.8 0.5 .~,..[~ ~LAURIE KOZISEK o.~ o.~ ',~j... c~ o.4~ I o.~ ~%~ ... .... ~ 1,0 .7 DATE MIN/INCH 0 1 1-5 6-15 16-30 31-60 GREATER THAN 60 FILTER LAYER Permit No, SW950238 Municipality of Anchorage Department of Health and Human Services ENVIRONMENTAL SERVICES DIVISION Page "7 of '7 Date 9-7-95 P.O. Box 196650 * Anchorage, AK 99519-6650* Tel: 343-4744 On-Site Waste water Disposal System/Well Inspection Legal Description: LOT 9 BLOCK 3 TALUS WEST SUBD. Report LEGEND [] HOUSE [] PIT [] SEPTIC TANK [] BED ~ TRENCH ® WELL/lO0' RADIUS W CUP EXISTING SYSTEM ON ADJACENT LOTS SCALE: 1"= 100' RECORD "'"'"'""'" W.O_, 952!! LAURIE KOZISEK CE 54t4 DATE C. FiLE 211CSD7D Permit No. SW950258 Municipality of Anchorage Department of Health end Human Services ENVIRONMENTAL SERVICES DIVISION Page__ Date 1 of 2 9-7-95 P.O. Box 196650 *Anchorage, AK 99519-6650 oTel: On-Site Waste wafer Disposal System/Well Legal Description: LOT 9 BLOCK 5 TALUS WEST SUBDIVISION 343-4744 Inspection Report SITE NARRATIVE Lot 9 Block 5 Talus West Subdivision is bordered on all sides by developed lots. The lois are 0.4 to 0.5 acres in size. Lois fo the north, south and west are immediately adjacent fo the subiect lot. The lois to the east are separated by fha 60' Wilderness Road right-of-way. The area was subdivided in 1971, and the subject lot developed in 1972. The lots the the north, south and east hove lO0'well radii that encroach on the subiect lot. The encroachments ore relatively minor additions fo the 100' radius oreo surrounding fha subiect lot's own well. The odiocent wells do not impact the replacement leach field design. The lots on oll sides hove existing septic systems. The system on Lot 22, west of fha subiecf lot, was replaced this year. The foiled system on the subiect lot consisted of o 486 S.F. crib installed in 1972, o 250 S.F. french added in 1974, and o 1000 gallon septic tank replaced in 1990. The drainage on fha lot and in fha vicinity is generally east fo west. The neighboring Lot 22 has o relatively steep slope, covered in lawn, approximately 80' downhill from the proposed system. There ore no cut banks, streams or drainage channels on fha subiect Iai. The oreo of fha proposed septic system is gently sloped, and ponding is not anticipated. All disturbed areas will receive topsoil and seeding fo prevent soil erosion. RECORD DRAWING ~,.%.~.. ~, -,~u~mu I - DATE Iw.o. 95211 i~'~' ,o. ** isc*~: 1"= 1" c. FLE DEPARTMENT OF HEALTH & HUMAN SERVICES 801L8 LOG-PERCOLATION TEST TEST HOLE 1 PERFORMED FOR: PAT ILLIAS DATE PERFORMED: 7--27--95 LEGAL DESCRIPTION: LOT 9 BLOCK 5 TALUS WEST TOWNSHIP,RANGE.SECtiON: ORGANICS SILTY SANDY GRAVEL SILT WITH SOME GRAVEL TO 1/8" VERY UNIFORM WAS GROUND WATER ENCOUNTERED ? NO IF YES, AT WHAT DEPTH ? N/A DEPTH OF WATER AFTER MONIFORING ? NONE SLOPE SITE PLAN DATE: 8/7/95 2 7-27-95 2:25-3:05 40 MIN. 4=~/4" 1 1/4= 32 B.O.H. PERCOLATION RATE: 32 (MINUTES/INCH.) PERCHOLE DIAMETER: 6" TEST RUN BETWEEN: 6 FT. AND 6 1/2 FT. COMMENTS:SOILS PRESOAKED PRIOR TO RUNNING TEST PERFORMED BY: ~ KOZ!SEK , ! I_, NO71SF_____K RFPTIF¥ THAT TH..S TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 7--27--95 ?11CSS1D ...................... ! DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" STREET, ANCHCRAGE, ALASKA 99502-0950 801L8 LOG-PERCOLATION TEST TEST HOLE 2 PERFORMED FOR: PAT ILLIAS DATE PERFORMED: 7-27-95 LEGAL DESCRIPTION: LOT 9 BLOCK 5 TALUS WEST TOWNSHIP,RANGE, SECTION: ORGANICS SILTY GRAVEL AND ANGULAR ROCK TO 24" SAND WITH TRACE OF' SILT WAS GROUND WATER ENCOUNTERED ? NO IF YES, AT WHAT DEPTH ? N/A DEPTH OF WATbR AFTER MONITORING ? 15' SLOPE TABLE SILT WITH SOME GRAVEL TO 1/4" B.O.H. PERCOLATION RATE: TEST RUN BETWEEN: COMMENTS' SOILS PERSOAKED PRIOR TO TEST. ~ '~ee · ~ ~~ ', eeLAURIE KOZ~SEK I ~ SiTE PLAN DATE: 8-7-95 51/2"- (MINUTES/INCH.) PERCHOLE DIAMETER: 6" 6.5 FT. AND 7 FT. PERFORMED BY: L, KOZ!SEK ., ! L, KOZ!SEK CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 7--27--95 711C._%~?1 ! ........................ MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND HUMAN SERVICES P.O. BOX 196650, 825 "L" STREET, ROOM 502 ANCHORAGE, ALASKA 99519-6650 PAGE 1 OF 1 ON-SITE WASTEWATER DISPOSAL SYSTEM (UPGRADE) PERMIT PERMIT NUMBER:SW950238 DESIGN ENGINEER:DHI ENGINEERING OWNER NAME:ILLIAS RICHARD S & OWNER ADDRESS:il916 WILDERNESS DR ANCHORAGE, ALASKA 99516 DATE ISSUED: 8/23/95 EXPIRATION DATE: 8/23/96 PARCEL ID:01520146 LEGAL DESCRIPTION: TALUS WEST BLK 3 LT LOT SIZE: 17823 (SQ. FT.) NUMBER OF BEDROOMS: 3 THIS PERMIT: 3 THIS PERMIT IS FOR THE CONSTRUCTION OF: DISPOSAL FIELD SYSTEM 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 DHHS AT LEAST 2 HOURS PRIOR TO EACH INSPECTION. PROVIDE NOTIFICATION BY CALLING 343 4744 ( 24 HOURS ) (NOT REQUIRED FOR WELL ONLY PERMIT) 4. FROM OCTOBER 15 TO APRIL 15 A SUBSURFACE SOIL ABSORPTION SYSTEM UNDER CONSTRUCTION DURING FREEZING WEATHER MUST BE EITHER: A. OPENED AND CLOSED ON THE SAME DAY B. COVERED, SEALED AND HEATED TO PREVENT FREEZING 5. THE FOLLOWING SPECIAL PROVISIONS. Permit No. Municipality of Anchorage Department of Health and Human Services ENVIRONMENTAL SERVICES DIVISION Page 1 of 2 Date 7-$1-95 P.O. Box 196650 *Anchorage, AK 99519-6650 .Tel: 545-4744 On-Site Waste w( fer Dispos( l System/Well Inspection Legcl Description: LOT 9 BLOCK 3 TALUS WEST SUBDIVISION Report SITE NARRATIVE Lot 9 Block 5 Talus West Subdivision is bordered on all sides by developed lots. The lots are 0.4 fo 0.5 acres in size. Lots fo the north, south and west are immediately adiacenf fo the subiecf lot. The lots fo the east ore separated by fha 60' Wilderness Rood right-of-way. The area wes subdivided in 1971, and fha subiecf Iai developed in 1972. The lots the the north, south and east have l O0'well radii fhaf encroach on the subiecf Iai. The encroachments are relatively minor additions fo fha 100' radius area surrounding the subiecf lot's own well. The adiacent wells do not impact the replacement leach field design. Thc~lofs on ell sides have existing septic systems. The system on Lot 22, west of the s~biecf Iai, wes replaced this year. The f~iled system on fha subiect 486 S.F. crib insf~lled in 1972, e 250 S.F. trench added in 1974, end e 1000 gallon septic f~nk replaced in 1990. The drainage on fha Io~ end in the vicinity is generQIly east fo west. The neighboring Lot 22 has e reldfively steep slope, covered in Iown, approximately 80' downhill from the proposed system. There ere no cut banks, streams or drainage channels on the subiecf IoN The ereQ of fha proposed septic system is gently sloped, end ponding is not anticipated. All disturbed areas will receive topsoil end seeding fo prevent soil erosion. E~IRO~E~AL ~ERVICE5 OlVl$1~ AUG 1 1 1995 RECEIVED , lC. FILE IW.O. 95211 ~F.B. NO. ** jSCALE: 1" = 1" Permit No. Municipality of Anchorage Page 2 of 2 Department of Health and Human Services Date 7-51-95 ENVIRONMENTAL SERVICES DIVISION Box 196650 *Anchorage, AK 99519-6650 ·Tel: Waste wafer Disposal System/Well LOT 9 BLOCK 5 TALUS WEST SUBBIVISION On-Site Legal Description: 545-4744 Inspection Report SITE NARRATIVE, CONTINUED The soils investigation by DHI revealed a fairly uniform silty soil overlain by 4' to 6' of silty gravel, in places, the silty soil becomes more sandy. The original system was based on a sandy test hole, but since if failed within 4 years, it was probably situated in o silty region. Though the test hole upon which the new system is based has 7' of sandy soil, the design assumes the trench will be half in sand, half in silt, and is sized accordingly. There is room fo lengthen the trenches if soil conditions change during construction. SEPARATION DISTANCES: The replacement system will be installed 7' from the north property line. A replacement system for Lot 10 would have fo be at least 5' from the common property line to maintain the required french separation distance (twice the effective depth). This does not appear fo be a hardship for Lot 10. W.O. 95211 jF.B. NO. ** jSCALE: 1" = 1" I,,C,. FILE 211CSB9D. DEPARTMENT OF HEALTH & HUMAN SERVICES 801L8 LO~I-PERCOLATION TEST TEST HOLE 1 PERFORMED FOR: PAT ILLIAS DATE PERFORMED: 7-27-95 LEGAL DESCRIPllON: LOT 9 BLOCK 5 TALUS WEST TOWNSHIP,RANGE,SECTION: ORGANICS SILTY SANDY GRAVEL SILT NTH SOME GRAVEL TO 1/8" VERY UNIFORM WAS GROUND WATER ENCOUNTERED ? NO SLOPE IF YES, AT WHAT DEPTH ? N/A DEPTH OF WATER AFTER MONITORING ? NONE S L 0 P E SITE PLAN 8/7/05 1 7-27-95 1:20-2:20 60MIN, 4' 2' 30 2 7-27-95 2:25-5:05 ! 40 MIN. 4 3/4" 1 1/4" 32 B.O.H. PERCOLATION RATE: .32 (MINUTES/INCH.) PERCHOLE DIAMETER: 6" TEST RUN BETWEEN: 6 FT. AND 6 1/2 .FT. COMMENTS: SOILS PRESOAKED PRIOR TO RUNNING TEST PERFORMED BY: L. KOZISEK , I L. KOZISEK CERTIFY THAT ?HIS TEST WAS I~'~'I~FORMED IN ACCORDANCE WITH ALE STATE AND MUNICIPAL G[~IDELINES IN EFFECT ON THIS DATE. DATE: 7--27--95 ~ DEPARTMENT OF HEALTH & HUMAN SERVICES 801L8 LOG-PERCOLATION TEST TEST HOLE 2 PERFORMED FOR: PAT ILLIAS DATE PERFORMED: 7-27-95 LEGAL DESCRIPTION: LOT 9 BLOCK 5 TALUS WEST TOWNSHIP,RANGE,SECTION: ORGANICS SILTY GRAVEL AND ANGULAR ROCK TO 24" SAND WITH TRACE OF SILT TABLE SILT WITH SOME GRAVEL TO 1/4" B.O.H, SLOPE WAS GROUND WATER S ENCOUNTERED ? NO L 0 IF YES, AT WHAT DEPTH ~ N/A P · E SiTE PLAN DEPTH OF WATER AFTER MONITORING ? 15' DATE: 8-7-95 PERCOLATION RATE: .3 (MINUTES/INCH.) PERCHOLE DIAMETER: 6" TEST RUN BETWEEN: 6.5 FT. AND 7 FT. COMMENTs:SOILS PERSOAKED PRIOR TO TEST. PERFORMED BY: L, KOZISEK I L, KOZISEK CERTIFy THAT }HIS TEST WAS, PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 7-27-95 211CS.S2D Permit No. Municipality of Anchorage Department of Health and Human Services ENVIRONMENTAL SERVICES DIVISION Page__ W.O. Date P.O. Box 196650 * Anchorage, AK 99519-6650' Tel: 343-4744 On-Site Wastewater Disposal System/Well Inspection Legal Descr[pfion: LOT 9 BLOCK 3 TALUS WEST SUBDIVISION PID No. REPLACE EXISTING _.~ C.O. WITH PAIR OF.C.O. PER CURRENT MOA REGS., WITH 90' ELBOW BETWEEN EXISTING TRENCH ABANDON IN TANK ~£DRo HOUSE 0~4 !'S (PAVED) / ~, N89'54'42 E 70.00' LINE L.O" 2 LONG, 5' TRENCHES DETAIL 1/2 WELL RADIUS ! of 7 95211 7-25-95 Report RADIUS RADIUS LEGEND PROPOSED EXISTING DESCRIPTION [] [] CLEANOUT &: DRAIN LINE · 0 4" MONITOR TUBE ~ TEST HOLE -E/T/C- U.G. ELECTRIC, TELEPHONE, CABLE --X FENCE <~ TREE SCALE: 1"= 30' REVISED 8-23- Permit' No. Municipality of Anchorage Department of Health and Human Services ENVIRONMENTAL SERVICES DIVISION Page 2 of ? W.O. 95211 Date 7-.51-95 P.O. Box 196650 * Anchorage, AK 99519-6650' Tel: 343-4744 On-Site Wastewater Disposal Sys~em/Well Inspection Report Legal Description: LOT 9 BLOCK 3 TALUS WEST SUBDIVISION PlO No. ? GRADE - SEE NOTE 16 &: 17 CLEAN OUT- ~, ./-~ ORIGINAL AIRTIGHT CAP GROUND MONITORING TH#2 BACKFILL-SEE TUBE NOTE 15 ~---. 9."-- ~o L,J INSULATION, IF NEEDED ~ FILTER FABRIC SEE NOTE 13 z MIRAFI 140S ~., OR EQUAL~ 93 92 91 90-- 8S 8E 87 86 85 84 83 -- 82 ~ 81 WATER TABLE 8O 79 78 -- 4" PERFORATED- PVC PIPE INV.= 91.0 WALLS SEWER ROCK PER SEE NOTE 9 MOA SPECS SEE NOTE 10 BOTTOM OF TRENCH 85.0 DEEPNTs TRENCH S ECTION( SCALE: REVISED 8-23-95 .*. >........ '~ ProfesS~o~ DATE Permif No, On-Site kegol Description: LOT 9 BLOCK 3 TALUS WEST SUBDIVISION Municipality of Anchorage Department of Health and Human Services ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 · Anchorage, AK 99519-6650 · Tel: 343-4744 Wastewater Disposal System/Well Inspection PID No. Page 3 of 7 W.O. 95211 Dafe 7-31-95 Report EXISTING HOUSE ~ EXISTING PIPE EXISTING ANGLE 92.0 EXISTING CLEANOUTS. INSTALL PAIR OF NEW CLEANOUTS SEPARATED BY 90" ELBOW MOUND BACKFILL TO PREVENT PONDING OVER TANK OR PIPE NEW PIPE INSTALL 90' ELBOW SEPTIC TANK PROFILE SCALE: NTS REVISED 8-25-95 Iee 8~eme~eee~ee e e e e e~ DATE Permit No. Municipality of Anchorage Department of Health and Human Services ENVIRONMENTAL SERVICES DIVISION Page 4 of 7 W.o. 95197 Date 7-51-95 P.O. Box 196650 * Anchorage, AK 99519-6650' Tel: 343-4744 On-Site Wastewater Disposal System/Well Inspection Legal Description: LOT 9 BLOCK 3 TALUS WEST SUBDIVISION PID No. Report NOTES: 2. 3. 4. 5. 6. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CHAPTER 15.65. WASTEWATER DISPOSAL REGULATIONS OF THE MUNICIPAL CODE AND MOA STANDARD SPECIFICATIONS FOR STREETS, DRAINAGE UTILITIES AND PARKS (MASS) 1994 AS CURRENTLY AMENDED, AND ALL APPLICABLE STATE AND FEDERAL REGULATIONS. EXPOSE 1000 GALLON SEPTIC TANK FOR ENGINEER'S INSPECTION. MOUND BACKFILL OVER TANK TO PREVENT PONDINO. ANY DEVIATION FROM THE DESIGN MUST BE AUTHORIZED BY THE ENGINEER PRIOR TO ITS INCORPORATION INTO THE SYSTEM. CONTRACTOR TO LOCATE ALL UNDERGROUND UTILITIES, PROPERTY LINES, EXISTING WELLS, WATER WAYS, SURFACE AND SUBSURFACE DRAINAGE FACILITIES, LAKES, PONDS, AND OTHER FACILITIES REQUIRING SEPARATION DISTANCES FROM THE PROPOSED SEPTIC SYSTEM. CONTRACTOR TO STAKE PROPOSED SYSTEM PRIOR TO CONSTRUCTION. NOTIFY THE ENGINEER OF ANY OBSERVED CONFLICTS PRIOR TO CONSTRUCTION. STAKE LOCATION OF EACH TRENCH END. NOTE DEPTH OF CUT ON LATH. CONTRACTOR SHALL HAVE SURVEY LEVEL AND ROD SET UP ON SITE DURING CONSTRUCTION. NOTIFY THE ENGINEER AND DHHS 24 HOURS PRIOR TO COMMENCING WITH CONSTRUCTION. A MINIMUM OF THREE SITE VISITS ARE REQUIRED. THE FIRST VISIT SHALL BE OF THE SUBGRADE, PRIOR TO PLACING SEPTIC ROCK. THE SECOND VISIT SHALL BE AFTER THE PLACEMENT OF GRAVEL, DISTRIBUTION PIPING, STANDPIPES, AND O/HER COMPONENTS AS SPECIFIED. THE THIRD VISIT SHALL BE AFTER THE WORK IS COMPLETED. CONTRACTOR SHALL DELIVER TO THE ENGINEER A SET OF RED-LINED, AS BUILT DRAWINGS SHOWING ALL DATA AS SPECIFIED IN SEC. 15.65.F. 2, 5, 4-,5, 6 OF MUNICIPAL WASTEWATER DISPOSAL CODE WITHIN FIVE DAYS OF THE FINAL VISIT. INVERTS AND SWING TIE LOCATES SHALL BE TO THE NEAREST TENTH OF A FOOT. THESE AS-BUILTS SHALL BE USED BY THE ENGINEER TO PREPARE AND SUBMIT RECORD DRAWING TO DHHS. ALL EXCAVATION DEPTHS ARE ADVISORY. THEY ARE TO BE VERIFIED AND MAY BE MODIFIED BY THE ENGINEER IF ACTUAL FIELD CONDITIONS VARY FROM THOSE USED TO PREPARE THE DESIGN. 3ATE P~rmit No. Municipality of Anchorage Department of Health and Human Services ENVIRONMENTAL SERVICES DIVISION Page 5 of 7 W.O, 95211 Date 7-$1-95 P.O. Box 196650 * Anchorage, AK 99519-6650' Tel: 343-4744 On-Site Wastewater Disposal System/Well Inspection Legal Description: LOT 9 BLOCK 3 TALUS WEST SUBDMSION PlO No. Report NOTES: 10. 11. 12. 13. BOTTOM OF TRENCH EXCAVATION SHALL BE LEVEL. RECORD ELEVATIONS AT BEGINNING, MIDDLE, AND END OF TRENCH BOTTOM. FACE OF TRENCH WALL SHALL BE SCARIFIED BEFORE PLACING SEWER ROCK. PLACE THE SEWER ROCK TO THE SPECIFIED DEPTHS. DO NOT CONTAMINATE SEWER ROCK WITH NATIVE MATERIAL OR SPOILS FROM EXCAVATION. LEVEL ROCK SURFACE TO ± 1" PRIOR TO INSTALLING THE PERFORATED PIPE. ALL PIPE SHALL BE PVC CONFORMING TO ASTM D5054 OR ENGINEER-APPROVED EQUAL. ALL JOINTS SHALL BE SEALED WITH APPROVED GLUE· CLEANOUTS SHALL BE INSTALLED AT THE ENDS OF THE TRENCHES. 4" MONITORING TUBES SHALL BE INSTALLED AT EACH END OF THE TRENCH, WHERE SHOWN ON PLANS. COVER THE DISTRIBUTION PIPE WITH MIN 2" SEWER ROCK, BEFORE PLACING INSULATION, GEOTEXTILE, BACKFILL, AND TOPSOIL. MINIMUM SOIL COVER SHALL BE 4'. ONE INCH OF INSULATION MAY BE SUBSTITUTED FOR ONE FOOT OF SOIL COVER, BUT THERE MUST BE A MINIMUM OF TWO FEET OF SOIL COVER OVER THE INSULATION. ALL INSULATION BOARD SHALL BE 2" THICK POLYSTYRENE, DOW HI-55 OR ENGINEER-APPROVED EQUAL. CENTER BOARD WIDTH OVER PIPE. 14. A GEOTEXTILE FABRIC, MIRAFI 140S OR ENGINEER APPROVED EQUAL, SHALL BE INSTALLED BETWEEN THE SEWER ROCK AND THE BACKFILL. LAP ALL JOINTS. 15. MATERIAL USED AS BACK FILL SHALL BE CLEAN AND FREE OF ORGANICS, TRASH AND CONSTRUCTION DEBRIS. 16. SLOPE ALL BACKFILL MATERIAL TO DRAIN AT 2% MIN. SLOPE, AND IN SUCH A MANNER THAT PONDING AT OR NEAR THE SYSTEM DOES NOT OCCUR. THE FILL SHALL BE LEFT AT 6" NIGHER THAN SHOWN TO ALLOW FOR SETTLEMENT. PLACE 4" OF TOPSOIL & SEED (SCHEDULE D) PER MOA 1994 STANDARD SPECIFICATION FOR STREETS, DRAINAGE, UTILITIES, & PARKS AFTER COMPLETING INSULATION. 17. RECORD THE FINISH GROUND ELEVATION OVER TOP OF TRENCH. Permif No. On-Site Legal Municipality of Anchorage Department of Health and Human Services ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 * Anchorage, AK 99519-6650' Tel: 343-4744 Wastewater Disposal System/Well Inspection Description: LOT 9 BLOCK 3 TALUS WEST SUBDIVISION PIe No. Page 6 of 7 W.O. g5211 Date 7-31-g5 Report SYSTEM DESIGN CALCULATIONS I. NO. BEDROOMS = 3 2. USE DEEP TRENCH SYSTEM 3. ABSORBTION AREA = (3 BEDROOMS)(150 GPD/BR) (1/2)(1.2 + 0.45) = 545 SF TEST HOLE #2 SHOWS SAND, BUT TO BE CONSERVATIVE, ASSUME 1/2 SAND (3 MIN./INCH) AND 1/2 SILT (32 MIN./INCH) 4. USE EFFECTIVE DEPTH OF GRAVEL::I~5.0[jf 5. TOTAL LENGTH OF TRENCH= ABSORPTION AREA 2 * DEPTH OF ORAVELL,..,,.._,)_,~ USE TWO EACH 27' TRENCHES PERCOLATION RATE MIN/INCH 0-1 6. MINIMUM TRENCH SEPARATION EQUALS TWICE EFFECTIVE DEPTH = 12' REVISED 8 25-95 PIT & TRENCH MOUND & BED APPLICATION RATE APPLICATION RATE ..~.~ OF4/ NOT SUITABLE NOT SUITABLE ~.~,~ o., o.4s J 0.3 NOT SUITABLE NOT SUITABLE $~ 1.0 .7DATE 1 5 6-15 16 30 31-60 GREATER THAN 60 FILTER LAYER Permit' No. Municipality of Anchorage Page 7 of 7 Department of Health and Human Services Date 8-2-95 ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 * Anchorage, AK 99519-6650* Tel: 843-4744 On-Site Waste water Disposal System/Well Inspection Legal Description: LOT 9 BLOCK 3 TALUS !~EST SUBD. Report LEGEND [] HOUSE [] PIT [] SEPTIC TANK [] BED Ullll TRENCH ® WELL/lO0' RADIUS W CUP EXISTING SYSTEM ON ADJACENT LOTS SCALE: 1"= 100' DATE ce W.O. 95211 C. FILE 211CSD7D DEPARTME~'*I:' ~)'F ~'Ai~Th' Ai~ ~)v~-i'l,~l~ ~ ~ERVICES Environmental Health Division 825 "L" Street, Anchorage, Alaska 99502, Telephone 264-4720 ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Name {~CI~ [~ / ~ ~ DISTANCES 0/~ ~ Tn SEPTIC ABSORPTION Address ~ ~t¢ ~[~'~~5~FROM ~ TANK FIELB WELL LEGAL DESCRIPTION { Z~ ~ ~ '~ AS'BU LTD AGRAM (Show loca ,on o we, sop c system, properly hnes, ~oundal,on, driveway, water bodies, otc ) TANKS TYPE OF SYSTEM ~ TRENCH ~ BED ~ W. DRAIN ~ O~~ Deplh [o p~pe bottom from Total depth from original 9ra~ ~r ~, .... ~ tj ,~ ~ ~ FT ~,hw,dt~ FT ~ ~ ~ U~te installed / ~ PRIVATE Q O~entifv) ClassiOcatron {A.B,C) ~ ~epth FT Cased to FT Scale: ~ S ~ J 0 0 [~0~ ~ ~C~[~ inspections Pedormed by: I l~ 0 ~ ~V ~ t ~ cedily Ihat this inspeclisn was pedormed according to ag *' Heallh Depadment Approval: / '~, . 72-013 (3/85) b ...... I... ~ ~ An c h c:~ P al;:i e, 2!;.45.~. 0 Ei~3 () :zNi:EiRH £)~I'I,,H,,E~ F:'I:;:ZC~i'~: TO ]:N!H:::'ECTI']X::HqCi BY EIqGINE:Ii:~]:';:, ]:F AF:"fE]::~: C)F:'F]:C:E~ HOLii:i!~i, CAI...L ::~;.q.::t!;..*loEi:t. AND LE:AVE: A I"t!i~i:SSAGE::,, C;EINS'iRUC;'I SE:,!:::'I]:C 'l"/q',ll::: AS E~IqG:IJxlI~]:E]:;;'S ATTACHED DE[SIGN. [H.i:il l::'E~ZFitq:i:l IEXF']t";:I~ZS :i.;;.:'./3J./9() AND VALZD i::'OR A SINGLE~ i::'AIq:iiL..Y Hi]ME:. · laffi:i~].:i, ai' w:i.t!'i 't',.hiz) !'(.al::IL.~:i. Pi~m(-~!rrl'.9:i i'(]P c:~l'l'"'s :i '((..') SE~WE)i'Ei aJ'l(:'! Wi.:~].].S '~,.I]E~ Murl:i.c::i. pal:i, ty c:)f A!'il::hcip~ge (~I~]A) al'iCJ t.l'ie S'[a'Le i)i' ;Ln~i'La].:l. the ~iyst.(.;:~m :i.n ac:;c:cgrdanc;e ~:i.t.h ail MOA ~::[:l[:l~::)L~i arid C:E::,liij:;:,].J. al"iC::(~:.) g,'iJ, th 'l'.he c.l**)sJ, gn c:p:['J:.s}pJ.a, ci{' '~.hJ.E¢ adl'u:::H*(.::) 'Lo a]I MOA and S'Lat. E:, c~i' Alaska P~qu:i.r.(?~)m,~)n'Ls ~'(::)1" -l:.h(.:..) ~e?~-l.:. back system on th:is tip any *:,c:l.ja~;;;e~r'i'~.. CH' neaPby und(..~Ps'Land 'l'.l~a{ the c:apac::i, ty (:~[ 'L. he t.c)ta], s~ys'l:.i~m :i.s :]; l::)ech".c~cims and 1. This is a request to replace the failing tank on this lot. 2. The new tank is a 1,000 gal. two compartmen~ tank from Anchroage Tank. 3. The existing tank has collapsed and needs immediate replacemen 4. A foundation clean-out and a clean-out downstream of the tank will be intalled at the same time as the tank. 5. Ail materials and construction procedures to follow MOA rules. To Seepage Pit and Drainfield o : ! Existing (3) , Bedroom House I SEPTIC SYSTEM DESIGN Lot 9, Block 3 Talus West 11916 Wilderness DATE P~EPA~ED FON: 6-18-90 Acreage Systems SCALE PREPARED BY: ~s Kniefel Engineering ~OA ~E eo-oao GREA- -FER ANCHORAGE AREA BOR ;aGH Department of Environmental Quality 3330 C Street Anchorage, Alaska 99503 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM LOCATION SEPTIC TANK: ' DISTANCE FROM WELL MANUFACTURER INSIDE LENGTH INSIDE WIDTH I NUMBER OF MATERIAL COMPARTMENTS LIQUID DEPTH LIQUID CAPACITY_ GALLONS. TILE DRAIN FIELD: ~ (-~/_~. ~-_~O.~ DISTANCE FROM WELL FOUNDATION NEAREST LOT LINE NUMBER OF LINES DISTANCE BETWEEN LINES TRENCH WIDTH TOTAL LENGTH f IN. TOTAL EFFECTIVE ABSORPTION AREA DEPTH: TOP OF TILE TO FINISH GRADE SQ. FT. LENGTH OF EACH LINE DEPTH OF FILTER MATERIAL BENEATH TILE IN. ABOVE TILE IN. WELL: TYPE BUILDING FOUNDATION__ CESSPOOL APPROVED .CONSTRUCTION NEAREST LOT LINE OTHER SOURCES DISAPPROVED__ NEAREST SEPTIC SEWER LINE TANK REMARKS .DEPTH SEEPAGE SYSTEM_ DISTANCE FROM: DISTANCES: INSTALLED BY: SEWER LINE DEPTH: PIPE MATERIAL' LOT SLOPE:_ REMARKS: DIAGRAM OF SYSTEM APPROVED G.A.A.B. ANCHORAGE AREA BOR-.,~gGH SEWAGE DISPOSAL SYSTEM -- APPLICATION AND PERMIT . . ¢ MAILING ADDRESS INSTALLATION OF: SEPTIC TANK ~ SEEPAGE PIT DRAIN FIELD OTHER TYPE AND SIZE OF FACILITY TO BE SERVED TO BE INSTALLED BY SOIL TEST RESULTS NOTE: THIS PERMIT IS NOT VALID WITHOUT SOIL TEST COMPLET]ON 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./4~'~/'~7~. TYPE SEEPAGE AREA size TypE DIAGRAM OF SYSTEM MINIMUM DISTANCES, REQUIREMENTS FOUNDATION TO SEPTIC TANK FOUNDATION TO SEEPAGE P~T SEPTIC TANK TO SEEPAGE PIT WALL SEPTIC TANK ~'/' ' SEEPAGE PIT TO NEAREST LOT LINE. DRAIN FIELD WATER MAIN TO SEPTIC TANK DRAIN FIELD - DRAIN field / /~ SEEPAGE PIT ALSO CONS[DER AREA WELLS. SEEPAGE PIT SEPTIC TANK, -, SEEPAGE PIT TO RiVER, LAKE. STREAM. ., DRAIN FIELD- 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 rNSTALLATION. I CERTIFy THAT I AM FAMILIAR WITH THE REQUIREMENTS OF GREATER ANCHORAGE AREA BOROUGH ORDINANCE NO. 28-68 AND THAT THE ABOVE DATE ¢--'7 ¢¢ A P ' ANT'S E0-016(3-75) 6tL TER ANCHORAGE AREA B ,OUGH ~t~l~/] Department of Environmental Quality · '~ 3500 Tudor Road Anchorage, Alaska 99507 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM NAVE i/U~Z~E,~,'?~-- VAILING ADDRESS '-9'2'~I'~ ,~)2¢ I'~9! /V PHONE LEGAL DESCRIPTION SEPTIC TANK: DISTANCE FROM WELL ,,~<D //- tNSIDE LENGTH M A N U FACT U R E R ~.¢7~¢(.; ¢..~,/~ ~., ~, C?(2 .- MAT E RIAL~'/// / ~¢~, -~ (/'~' NUMBER OF COMPARTMENTS INSIDE WIDTH ~ LIQUID DEPTH ~ LIQUID CAPACITY /~)(',~ GALLONS. SEEPAGE PIT: NUMBER OF PITS DIAMETER LINING MATERIAL:~C,~%V~'(~ CRIB SIZE: BUILDING FOUNDATION ~-- 7¢, NEAREST LOT LINE DIAMETER DEPTH DISTANCE FROV: WELL ,~"~×. /~-~" TOTAL EFFECTIVE ABSORPTION AREA (WALL AREA) ~"/¢~'g SQ. FT. ADDITIONAL ABSORPTION WELL: BUILDING FOUNDATION '-~T~ CESSPOOL APPROVED ~/ NEAREST ,~./ NEAREST LOT LINE /O SEWER LaNE DEPTH /0'7 DISTANCE FROM: SEPTIC ~' SEEPAGE TANK '- '~* <~ SYSTEV OTHER SOURCES DISAPPROVED REMARKS DISTANCES: INSTALLED BY, PIPE MATERIAL: LOT SLOPE: Form Pw-026 DIAGRAM OF SYSTEM DATE G.A.A.8. GREATER ANCFIORAGE AREA BOROUGH SEWAGE DISPOSAL SYSTEM -- APPLICATION AND PERMIT PERMIT NO, INSTALLATrON OF: SEPTIC TANK / SEEPAGE PIT~''~ DRAIN FIELD , OTHER TYPE AND SIZE OF FACILITY TO BE SERVED ~ ~~ I ~/~ ~~ SOIL TEST RESULTS f/~'/~/f'/~:;' }~ ~ ~ NOTE~ THIS PERMIT IS NOT VALID WITHOUT ~OIL CO~.LET'ON DATE A.T,C~FATEO /.-~7 ~ PFI~MI'T VAI Ill ['INF YFAR SEPTIC TANK 5 ft. FOUNDATION TO S£EPAG£ PiT 20 ft. DI~AIN FIELD ~-0 It* SEPTIC TANK 5 lC~;~... SEEPAGE PIT 20 ft .... DRAIN FIELD . ],(~ 1¢1~" D.AIN FIELD 10 ft. SEPTIC TANK. 25 ft. SEEPAGE PIT-100 ft. , DRAIN fIELD 50 ft. I CERTIFY THA* I am FAMILIAR WITH THE REQUIREMENTS OF GREATER ANCHORAGE A.EA BOROUGH ORDINANCE NO. ~e.ee AND THA* THE ABOVE DESCRIBED SYSTEM IS IN ACCORDANCE WITH SAID CODE. ~-- ~ ff~/~ ~ /~/~ T. ~1.-I 10-24-72 Note: SANDY GRAVEL SANDY GRAVEL (GW) 0.0~ 1,0j No Water Table Hole excavated with tractor 14.0' mounted backhoe, ~'~' Engineering ~ Geological Consul?ants . ANCMOAOE ~ ~AIRBANK~I ALA~,KA JUNEAU Howard Nugent Property LOG OF TEST BORING Anchorage Alaska JCHKD 8¥ W.E.D. PROJ. NO. 26540~45 [3We NO. 10-26-72 !SCALE R&M Civil Engineers ENGineERING & GEOLOGIC ,_ CONSULTANTS 22g EAST 51st. AVE. - P.O. BOX 6087 - ANCHORAGE, ALASKA ggs03 TELE-;PHONE 907-279-0483 TELEX 090--35419 Geologists Land Surveyors JAMES W. ROONEY, P. E. MALCOLM A. MENZIES, P.E., JAMES H. WELLMAN, P.E. October 26, 1972 R & 1VI No. 26540-45 RALPH R. MIGLIACClO Engineering Geologist Mr. Howard Nugent Star Route A, Box 1591-N Anchorage, Alaska 99507 Re: Test Hole and So~l Log Report for Sanitary System Lot 9, Block 3, Talus-West S/d Dear Mr. Nugent: 'We are submitting herewith the test boring results and our comments regarding so~l conditions encountered at the subject site. This investigation was performed in accordance with your request of October 24, 1972 and those procedures outlined in a letter dated September 13, 1971 by 1V~r. Roll Strickland of the Greater Anch- orage Area Borough Department of Environraental Quality. A single test hole was put down within the Lot 9 area for the purpose of def~ninE general subsurface so~l conditions for the proposed sanitary system. Excavation was accomplished ~ith a tractor- mounted backhoe and the test hole was extended to a total depth of 14 feet below ground surface. The f~nallog preapred for the test hole has been included in Drawing A-0I. Ground water was not encountered in the test hole. We appreciate beinE ~ven this opportur~by to be of service to you. Should you have any questions with regard to the above, please do not hesitate to contact us. Very truly yours, R & 1VI ENGINEERING & GEOLOGICAL CONSULTANTS ~es W. Rooney Partner JWR:wb Enclosure xc: GAAB 0CT z 7 ANCHORAGE FAIRBANKS JUNEAU MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & HUMAN SERVICES Division of Environmental Services On-Site Services Section P.O. Box 196650 Anchorage, Alaska 99519-6650 343-4744 CERTIFICATE OF HEALTH AU'CHORITY APPROVAL FOR A SINGLE FAMILY DWELLING HAA# ~' ~---~d~ ~ '~'~ ['~ Parcel I.D. # ~ 1. GENERAL iNFORMATION ~es_~i vj_~i Complete legal description ._~t-__9._.~1 Location (site address or directions) I 4o Property owner Mailing address Lending agency Mailing address-- Agent _9~o_=~ca- G-ce.~e~-------~ -- Address --2-&~7-~ ~sJ' ' ~ Un,ess otherwise requested, HAA will be held for pickup. NUMBER OF BEDROOMS: TYPE OF WATER suPPLY: Individual well Community well NOTE: Day phone _3~_5-0J~-0-- --- Day phone .... _------- Day phone ,.-?-'7 6_=.2_?_65--~ lno~ NOTE: Public water -- ~ If communitY well system, provide written confirmation from State ADEC attest- ing to the legality and status of system. TYPE OF WASTEWATER DISPOSAL: Individual on-site -~ " Holding tank '- Community on-site -- '~ Public sewer -- - If community wastewater system, provide written confirmation from State ADEC attesting to the legality and status of system. 5. STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation of this Health Authority Approval application shows that the on-site water supply and/or wastewater disposal system is safe, functional and adequate for the number of bedrooms and type of structure indicated herein. I further verify that based on the information obtained from the Municipality of Anchorage files and from my inves~i_gation and inspection, the on-site water supply and/or wastewater disposal system is in compliance with all Municipal and State codes, ordinances, and regulations in effect on the date of this inspection. NameofFirm DHI Consulting Engineers Address _S~ ~. Dim~qd Rlvd. ,~l]it~ 3-545 EngiDeer's signature ~A~f~,~-~----~ Phone 344-1385. o DHHS SIGNATURE Approved for Disapproved. Conditional approval for bedrooms. bedrooms, with the following stipulations: By: Additional Comments Date 9/'~ .~''''''-' The Municipality of Anchorage Department of Health and Human Services (DHHS) issues Health Authority Approval Certificates based only upon the representations given in paragraph 5 above by an independent professional engineer registered in the State of Alaska. The DHHS does this as a courtesy to purchasers of homes and their lending institutions in order to satisfy certain federal and state requirements. Employees of DHHS do not conduct inspections or analyze data before a certificate is issued. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES Environmental Services Division MUNICIPALITY OF ANCHOP, A(~J~ 825"L" Street, Room 502 · Anchorage, Alaska 99501 · (9071~i~i~30~'i[iTAL SERVICES DIvIJJ~jJ~ Legal Description: Lot A. WELL DATA Well type R~s. Log present (Y/N) No Total depth 107 ~ Sanitary seal (Y/N) Yes Date of test N / A Static water level N/A Well production N / A Health Authority Approval Checklist RECEIVED 9 Block 3 Talus West Parcell. D.: 01520146 FROM WELL LOG IfA, B, or C, attach ADEC letter. ADEC water system number N/A Date completed 1976 Cased to 40 ' + Casing height (above ground) I o 5 Wires properly protected (Y/N) Yes AT INSPECTION 7-13-95 80' WATER SAMPLE RESULTS: Additional Coliform 0 Nitrate Date of sample: 7-13- 95 B. SEPTIC/HOLDING TANK DATA Date installed g.p.m. 7.5 g.p.m. samples taken 9-6-95, results pending 0.42 Other bacteria ¢ Collected by: Dustin Hiqh 6-90 Tanksizel ,000qalNumberofCompartments 2 FoundatiOn cleanout (Y/N) Yes Date of Pumping 7- 95 C. ABSORPTION IylI~LD DATA High water alarm (Y/N) Depression (YiN) No Pumper Roto-Rooter Average Cleanouts (Y/N) Yes No Date installed 9-95 Soilrating (g.p.d./ft~ortt2/bdtm) ! .2&.45Systemtype Deep Trench Length 2aa 27' Width 39" Gravel thickness below pipe 5.0' Totaldepth_9 1/2' Effective absorption area 540 s f Monitoring Tube present(Y/N) Ye s Depression over field (Y/N) No Date ofadequacy test Now System Results Fluid depth in absorption field before test (in.); -- Fluid depth Minutes later: Peroxide treatment (past 12 montbs) (Y/N) Pass/Fail) N/A For Three bedrooms Immediately after -- gat. water added (in.): -- (in.) Absorption rote = g.p.d. No If yes, give date High water alarm level~ Cycles tested / E. SEPARATION DISTANCES Size m gallons *Datum SEPARATION DISTANCES FROM WELL ON LOT TO: "Pump afl" level at* Septic/holding tank on lot ~ 05 ' Absorption field on lot 102 ' Public sewer nmin ~A ; On adjacent lots 100~+ : On adjacent lots 100 ' + Public sewer manhole/cleanout N/~ Sewer/septic service line 50 ' + Lift station N / SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Foundation ~+ Property line ,30 ' + Absorption field 7 ' + Water main/service line _ N / A Surface wateffdrainage N/A Wells on adjacent lots '100 + SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Building foundation 2 f) ~ + Water mai~qservice line N / A Surface water ~_g. Driveway, parking/vehicle storage area 10 Curtain drain 3xl / A Wells on adjacent lots I 00 ~ + F. ENGINEER'S CERTIFICATION m conformance with~ A,IOA I[AA guidelines in effbct on this date. Slgnatur& ~ ~ ~ HAA Fee $_ Date of Payment Receipt Number Rev. 8/95 OSS: haa.wk.doc Waiver Fee $ Date of Payment Receipt Nmnber I INVOICE P.O. BOX 112688 PHONE 345 2513 L JobAddress / (3 /~¢, 7- Id- 25- ROTC-ROOTER SERVICE CALL STEAM THAWING IERMS 30D^YS N-°' 68282 SEWER AND DRAIN CLEANING SERVICE ANCHORAGE, ALASKA 99511-2688 RRS. HRS. 1 RIP Cl lARGE HRS. @ OVERTIME CHARGE HRS. @ ADDITIONAL LABOR CHARGE HRS. CE (GAL.) / .__.:~Y4i~O-J ET SERVICE ;IRS, TV CAMERA INSPECTION HRS. @ MATERIALS PLEASE PAY FROM THIS INVOICE TOTAL TOTAL FOOTAGE CLEANED OR THAWED __ BLADES USED ".OBABLE CAUSE OFS,O.,'AGE__)'~,..,~ ~*1 ,~.,b ¢~ w' C:~'~ - LINE CLEANED. CT&E Environme-~al Services lng. Dr~k~g Water _~alysis Report ~br Total Col~o~ Bacteria ~oo w. ~o.st Drive ~S'[ BE CO~LE~D BY WA~R S~PL~R PUBLIC WATEtl'SYSTE~! I,D. ~' PRIVATE WATER Day SAMPLE T~T E: Routine Repeal Sample (for routiue x~mp[~ ~ith lab tel no, ~ .) Special Purpose Time Collected $A2,'1~ L E LO CATI ON Coll[,cfed By Cow~metl~: i'll: 1'~07) 552-2343 : : F~: (9D7} 5§?-5301 ' ~E CO~LE~D ~y L~O~TORY An~lvs~s SheWS &m Wa~r S~LE tO O ~an!~Je over 30 hou~ old ~esuI Unr~lmvJa a Sampl~ mo long in ~ansit; samul~ ~hould nn~ be 0vec4~ hou~ old at ~x~ia~ion to ~ndicale reliable ~suJ~, P[~c send n~w Sample via special delive~ mail 95.ZgAB gent Jun Tim:: Client notified 0f unmfisfatto~, results; BACTERIOLOGIC_4,I, I~VATER ANALYSIS RECORD 5L'*IO-MldG Result: T~I Celihrm ~ Coil ~Iembtafle Filer: Dire~ Count Co/o. JeWl~ Verification: LTB... Final Mtmbrane Fil~r ~ ~ ~~llO Coliform/lO0 mi R~poaedBy / , ~ U~te ~[~*~ Time ~-~/~..~ hr~ Helg FOr Confffmal/o~ [] Foxed CT&E Environmental Services Inc. L~bor~torY Division ~ Laboratow Analysis Report 200 W. Potter Drive, Anohorage, AK 99619-160B -- Tel: {907) 862-2343 Fax: (907) §61-B301 CT&E Environmental Services Inc, Laboratory Division J . Laboratory Analysis Report 09/06/95 200 W. Po~er DHve, Anchorage, AK 99~8-~605 -- Tel: (907) ~62-2143 Pax: (~07) ~§]-550~ _ =~VI~NMFNTAI ~ACII.ITIES IN AI. ASKA, CALIFORNIA. Ft.ORIDA, ILLiNOiS, MARYLAND, MICHIGAN, MISSOURI, NEW JERSEY. OHIO. WEST EO~ PT~'ON 98£~P-2,0B ~ ~NIIS~I ~I3~NNOD £S:TT G6/TT/60 GREATER ANCHORAGE AREA BOROUGH Department of Environmental Quality 3330 "c" Street, Anchorage, Alaska 99503 274-4561 Date Received November- ~,~~ Time of Inspection __~ Date of Inspection //-/~-7/o REQUEST FOR APPROVAL OF INDIVIDUAL SEWER & WATER FACILITIES 1. Approval reques[ed by: Mailing Address: Cony. National Bank of Alaska Post Office Box 3-3859 Phone: 279-2506 2. Property Owner: Tom Taylor Phone: 344-0605 Mailing Address: 3. Legal Description: Lot 9 Block 3 Talus West 4. Location: wilderness Drive 5. Type of facility to be inspected Single Family No. of bedrooms 3 6. Well Data: A. Type C, Construction- 7. Sewage Disposal System: A. Installed C, Septic Tank: 1. Individ6al On-site system D. Seepage Pit: 1. B. Depth /~' '~' D. Bacterial Analysis B. Installer ~/~_~f,7~ ~__ /~ Size (d]coO 2. Manufacturer ~.$~z,~ ~ Absorption Area 2. Material E. Disposal F~eld: Total length of lines 8. Distances: A. Well to: Septic tank , Absorption area Sewer Lines Nearest lot line , Other contamination B. Foundation to septic tank , Absorption area C. Absorption area to nearest lot line LQ-034 (1/74) Page 1 of two pages Page ~2 of two pages - Re s.t for Approval of Individual Y er & Water Facilities Le, gal ~escriotion Lot 9 Block 3 Talus West Comments Approved Greater Anchorage Area Borough, Department of Environmental Quality DIAGRAM OF SYSTEM certify that the information contained in this request for approval to be a true and accurate representation of the subject sewer and water facilities and these facilities are operating satisfactorily. SIGNED Date EQ-034 (1/74) MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION 2510 East Tudor Road, Anchorage, Alaska 99504 276-2221 REQUEST FOR APPROVAL OF INDIVIDUAL SEWER and WATER FACILITIES ENVIRONMENTAL PROTECTION NOV 0 8 1976 RECEIVED 1. Type of Inspection: 2. Property Owner: Mailing Address: 3. Name of Buyer: Mailing Address: 4. Name of Lending Institution: Mailing Address: ,'~ 5. Name of Realtor or Agent: CMRO _VA FHA CONV ~// ~ ~--~Day Phone: ? Mailing Address: 6. Legal Description: ~'~ ff /~: °~ Location: Phone: ~,7,~- ~ u' ? / 7. Type of Facility to be Inspected: 8. Water Supply Type of Supply: Public Utility. No. Bdrms. Individual If Individual, number of dwellings presently served If Individual, depth of well Sewage Disposal System Type of System: Public Utility If Individual, date of installation Individual (on-site). 72-003(3/76) GREATER ANCHORAGE AREA BOROUGH Department of Environmental Quality 3330 "C" Street, Anchorage, Alaska 99503 274-4561 Date Received July 20~ 1976 Time of Inspection ~ Date of Inspection ~-~Q~-~ ~AG~ova~ested b~ Totem Re~alty ~ R.E. Baer ~-~ · pp q ,.,-,.. ~,,,. ~. -~----- -------~ - ----- - ~ Mailing Address: Property Owner: 724 East 15th Avenue Thomas L. Taylor Phone: 344-0605 Mailing Address: 3. Legal Description: Lot 9 Block 3 Talus West Subdivision 4. Location: NHN Wilderness Drive 5. Type of facility to be inspected 6. Well Data: Individual A. Type B. Depth C. Construction D. Bacterial Analysis Sewage Disposal System: On-site system A. Installed B. Installer C. Septic Tank: 1. Size 2. Manufacturer D. Seepage Pit: 1. Absorption Area 2, Material Single Family No. of bedrooms 3 E. Disposal Distances: A. Well to: Field: Total length of lines Septic'tank , Absorption area , Sewer Lines Nearest lot line , Other contamination B. Foundation to septic tank , Absorption area C. Absorption area to nearest lot line EQ-034 (1/74) Page 1 of two pages Page 2 of two pages - Re~ 'L~gal ~escri ption Lot st for Approval of Individual ~ ~r & Water Facilities 9 Block 3 Talus West Subdivision Comments Approved ~x=~ Disapproved Date~ Approval Valid for one year from date signed Greater Anchorage Area Borough, Department of Environmental Quality DIAGRAM OF SYSTEM certify that the information contained in this request for approval to be a true and accurate representation of the subject sewer and water facilities and these facilities are operating satisfactorily. SIGNED Date EQ-034 (1/74) MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION 2510 East Tudor Road, Anchorage, Alaska 99504 276-2221 REQUEST FOR APPROVAL OF INDIVIDUAL SEWER and WATER FACILITIES 1. Type of Inspection: CMRO VA 2. Property Owner: Thomas L. Taylor Mailing Address: Herman C. Name of Buyer: .FHA CONV $09 Mailing Address:. 4. Name of Lending Institution: Mailing Address: 5. Name of Realtor or Agent: Day Phone: 344-0605 & Terry Fredenberg Harvard St., Anch. N/A Mailing Address:. Legal Description: Location: Day Phone: 277-7148 272-0571 Phone: R. E. Baer, Totem Realty 724 E. 15th Ave. Anch.__Phone: Lot 9, Block $, Talus West S/D NHN Wilderness Drive 7. Type of Facility to be Inspected: 8. Water Supply Type of Supply: Single Family Public Utility No. Bdrms. 3 Individual XX If Individual, number of dwellings presently served If Individual, depth of well Sewage Disposal Svstem Type of System: Public Utility If Individual, date of installation ONE Individual (on-site). Unknown XX 72-003(3/76) )partment of Environmental Qualix~ Water and Sewer Questionnaire Subdivision v ,;s , mock , Lot Owner's Name:-~)~C( k~ ~ ~ ~ ~, ~, ~,~ -/ 7 Questions: How many bedrooms are now in your house? 2. How many bedrooms were in the house at the time of purchase? 3. Were the basement bedroom walls "roughed in" at the time of purchase? ~,~ Was the basement bathroom plumbing "roughed in" at the time of purchase? ~ b , ~?~.~za 5. Did the realtor or builder inform you that you would have to enlarge th~ existing sewer system if you finished the basement bedroom(s)? 6. If on a public water supply, do you always have an adequate supply of water? ~. {~/.,j,v}~ [2}~t~ 7. Is the pressure always adequate? ~.~{~ 8. Who was the builder? ~-~f,t.,~ 9. Who was the home purchased from? OTHER COMMENTS: GREATER ANCHORAGE AREA BOROUGH Department of Environmental Quality 3330 "C" Street, Anchorage, Alaska 99503 274-4561 Date Received -~:' "'/~ Time' of Inspectlon' .~ ~' ~ ~' ~ Date of Inspection ' EQOEST FOR APeROVAL OF ' ~' INDIVIDUAL SEWER ~ WATER FACILITIES ~al~equested b~ Mailing Address: Phone: ~'/~ / Property Owner: Mailing Address: 3. Legal Description: ~ .~ /~c 4. Location: 5. Type of facility to be inspected / 6. Well Data: A. Type C. Construction {~2 Sewage Disposal System: A. Installed ]~. ~ C. Septic Tank: 1. Phone: No. of bedrooms ? B. Depth. D. Bacterial Analysis D. Seepage Pit: E. Disposal Field: Si.ze [~900 £. Manufacturer Total length of lines ~- ' · Distances: A. Well to: Septic tank/ ~0 /~, Absorption area Nearest lot line ]0 ~ , Other contamination B. Foundation to septic tank , Absorption area C. Absorption area to nearest lot line . I ~ t , ~wer Lines , EQ-034 (1/74) Page 1 of two pages Page 2.~of two pages - Req~.~t for Approval of Individual S(..?? & Water Facilities ~.e'~al Description /~ %, ~/~ ~ Comments Approval Valid for one year from date signed Greater Anchorage Area Borough, Department of Environmental Quality DIAGRAM OF SYSTEM certify that the information contained in this request for approval to be a true and accurate representation of the subject sewer and water facilities and these facilities are operating satisfactorily. SIGNED Date EQ-034 (l/74)