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Home My WebLink AboutMOUNTAIN VALLEY ESTATES BLK 3 LT 3 Municipality of Anchorage Page / of 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 Name: ~/ ~. ~~ Wastewater System: ~New ~ Upgrade Address: No. of Bedrooms: Phone: ~2~--~Z~ ~ D DeepYrench ~Shal{owTrench ~Bed ~Mound U Other LEGAL DESCRIPTION So~,n~t,n~: /, ~ GPD/Sq. Ft. Total Depth fro~ginal grade: Lot: ~ Biock:~ ~ ~n~. Subdiv~ion: / Deplh to pips botlom from~ original grade: Ft. Gravel depth beneath pipe~ Ft, Township: ~ Range:l~io Fill added above original grade: Gravel length: Number of lines: Distance b~ lines: WELL: ~ New ~ Upgrade Gravelwidth: ~ Ft. / Classification (Private, A,B,C): Totar Depth: Cased To: Total absorption area: Pipe material: / ~/t~ ~Z~+ Date Drilled: StaticWaterLevel: Installer:// Height*~o,, ~,o,.d: TAN K Yield: ~ Pumper at: I Casing SEPARATION DISTANCES ~s~ptio ~ .o~di~o u S.T.~.P. TO Septic Absorption Lilt Holding :ublic/Private Manufacturer: Capacity in gallons: From Tank Field Stalion Tank Sewer Lines An~/~ ~ ~ ~ ~ ~ I Material: Number of Oompa~m~nts: $urface ~ ~ /g~ ~ LIFT STATION Lot I~ ~ Manufacturer: Remarks: ~ ~ ~~~ BENCH MARK ENGINEER'S SEAL Inspections performed by: Z'~n~~ Dates: 1st ~-/~ , A ,.' '~~ Reviewed and approved by:~(b11*~ j~ ~¢¢~ Date: Ott3Olff,:b 72-013 (Rev. 9191) MOA 25 AS-BUILT SYSTEM DETf~ILS/SIT~ PLAN LOT 3, BLOCK 3 MOUNTAIN VALLEY ESTATES P,I,D, 050-63~-03 PERMIT ~SW960008 A-C=44,9' D-C=56,3' A-D=50.8' B-D=6B.2' F- E=33' G-E=61,4 CD [000 GAL S.T, FCO ----------_.~ 10 0 ' WELL SCALE: 1" = 50' No'ce~ SM cc~n be cd~j, 'co 'cop oF Foundation ~'C ~D'C, 'A' by cddlng 68.6'. ° °° I b bP SCALD NTS PREPARED FBR: PB ~9 LF TRENCH TY ESM' I<N]] ENGINEERING ~0441 PTARMIOAN DLV]] EAGLE RIVER, AK, 99577 <907)696-6111/FAX <907)696-8111 SCALE, AS ND'rED 195oBS-Sl ROBERT L, ECl<ART HE 85 BOX 9306 Ec9te River, AK 99577 )ccitlor ~tbcnk Date Drilled: ~_ /~ .... d~ Static Water Level feet Draw Down /JJA feet WELL LOG Gallons Per Minute ' lotal Feet of Casing ~ype Material Drilled: 0 feet to to HEFTY DRILLING 3540 AKULA DRIVE ANCHORAGE, AK 99510 (907) 345-0593 MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND HUMAN SERVICES P.O. BOX 196650, 825 "L" STREET, ROOM 502 ANCHORAGE, ALASKA 99519-6650 ON-SITE WELL AND WASTEWATER DISPOSAL SYSTEM PERMIT PERMIT NUMBER:SW960008 DESIGN ENGINEER: OWNER NAME:ECKART ROBERT L O~TNER ADDRESS:1330 E. HUFFMAN #492 ANCHORAGE, AK. 99515 PARCEL ID:05063103 PAGE 1 OF 1 DATE ISSUED: 1/17/96 EXPIRATION DATE: 1/17/97 LEGAL DESCRIPTION: MOUNTAIN VALLEY ESTATES BLK 3 LT 3 LOT SIZE: 86346 (SQ. FT.) NUMBER OF BEDROOMS: 2 THIS PERMIT: 2 THIS PERMIT IS FOR THE CONSTRUCTION OF: DISPOSAL FIELD /SEPTIC TANK / WELL 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. SPECIAL PROVISIONS: 1o) SYSTEM MUST BE CONSTRUCTED NO CLOSER THAN 50 FT. FROM THE CUTBANK LOCATED ADJACENT TO THE WEST PROPERTY LINE ALONG HIGHLAND RD. AND SHOW MEAS. SETBACK DIS0/~E TO CUTBAN~, ON,~SBUILT DRAWINGS. RECEIVED BY: /~'~~~, -7/ ,J / DATE: ///~,, ~ DATE: WATER AND LOT 3, BLOCK SITE PI AN WASTEWATER ABSORPTION SYSTEM 3 MOUNTAIN VALLEY ESTATES P,I,D, REA ' ' WELL AREA LOT SIZE~ 86,426+ SF LESS, LOT PERIMETER VELL RADII, HDUSE FOBTPRINT 772 SF TOTAL AREA AV~IL~A~)LE FOR SEPTIC SYSTEM 85,654 SF ~/ELL 100 PREPARED ROBERT L, ECKART 1330 E, HUFFMAN, ~492 ANCHORAGE, AK 99515 KND ENGINEERING ~0441 PTARMIGAN BLVD EAGLE RIVER, AK, 99577 (907)696-61Il/FAX (907)696-8111 ])ATE,9/14/95-r~v.12/@/95 ])R/~ING ff SCALE, I' : lO0' 95~5-SI WATER AND LOT 3, BLOCK SITE ?LAN WASTEWATER ABSORPTION SYSTEM 3 MOUNTAIN VALLEY ESTATES P,I,D, ENCROACI~ENTS O~l THIS LOT OTHER THAN THIS PROPOSED SEPi'IC SYSTEM HAS NO ADVERSE IMPACT ON ANY LOTS AS SHO~WN ON DRAVlN~ V/ELL AREA LOT SIZE: .86,486+ SF LESS, LOT PERIMETER YELL RADII, HOUSE FOOTPRINT . 778 SF TOTAL AREA AVA'IL,ABLE FOR SEPTIC SYSTEM 85,654 SF WELL 100 PREPARED FOR~ ROBERT L, ECKART 1330 E, HUFFMAN, ANCHORAGE AK 99515 KND ENGINEERING 20441 PTARMIGAN BLVD EAGLE RIVER, AK, 99577 (907)696-6ill/FAX (907)696-8111 sC~_E, v: lOG' 9525-S1 WATER AND LBT 3, 9LBCK SITE PLAN WASTEWATER ABSBRPTION SYSTEM 3 ME]UNTAIN VALLEY ESTATES P,I,D. SEPTIC AREA /WELL 100'+ ESM .PnV/ER ~DLE PROPOSED HOUSE ENCROACHMENTS ON THIS LOT OTHER THAN SHOWN, tHIS PRDPDSED SEPTIC SYSTEM HAS ND ADVERSE IMPACT UN ANY LOTS AS SHOWN ON DRAWING WELL AREA 100' o WELL 100'+ LOT SIZE: LESS~ LOT PERIMETER WELL RADII, HDUSE FDDTPRINT TDTAL AREA AVAILAI}LE FBR SEPTIC SYSTEM 86,426+ SF 772 SF 85,654 SF \WELL 100'+ PREPARED FUR: RBBERT L, ECKART 1330 E, HUFFHAN~ ~49B ANCHDRAGE~ Al< 99515 RECEIVED DE(; 1 ! 1995 .: :..~: ,,, ol/~,nchorage I<ND ENGINEERING 20441 PTARHIGAN BLVD EAGLE RIYER~ AK, 99577 (907)696-6111/FAX (907)696-8111 SCALE, 1' = 100' 9525-31 LET DESTGN ]DETA L_S VASTEWATER ADSORPTION SYSTEM BLOCK 3 MOUNTAIN VALLEY ESTATES P.I,D, - - 5' MINIMUM ] O00coiAL SEPTIC TANKcDO tUbeD 5'cDOM[NINUM 4' SOLID, D3034 DR EQU~ PI ~J 4' PERF LATERAL, 93034 29 LF TRENCH I~OITUM OF P TOTAL DEPTH 5.0' / 6' MINIMUM FROM BDTTDH OF TEST HOLE d m d DESIGN CRITERIA 1, 2 BEDRUDHS X 150 GAL,/DAY/BEDRUDN = 300 GPD 2. SOILS RATING: 1.2 HIN,/INCH = L2 GPD/SF(TRENCH) 3, 300 GPO/I,2 GP]) PER SF = 250 3F 4, 250 SF /5' W x 0.58 = 29' L 5. MINIMUM ])ESIGN SIZE = 29' L x 5' W x 3' D Tpench 6, 2' HD INSULATION REQUIRED OVER FIELD <3' []F COVER 7, 2' H]) INSULATION REQUIRED EVER TANK <4' DF COVER 8, ALL LINES RUNNING 8ENEA1H DRIVEWAY WILL BE INSULATED WHH A MINIMUM 4" HOP INSULATION. PREPARED FUR: ROBERT L, ECKART 1330 E, HUFFMAN, ~492 ANCHORAGE, AK 99515 I<ND ENGINEERING ~0441 PTARMIGAN ]}LVD EAGLE RIVER, AK, 99577 (907)696-61il/FAX <907)696-8ill DATE: 9/14/95 r DRAWING NOT TO SCALE ] 95~7-3F' MuRiclpalit~, o( Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST PERFORMED FOR: LEGAL DESCRIPTION: 9 10 11 12 13 14 15 16 17 18 19 2O 1 2 3 4 5 6 7 8 Township, Range, Secdon: SLOPE SITE PLAN WASGROUND WATER ENCOUNTERED? IF YES, AT WHAT ~L DEPTH? p E Reading Date Gross Net Deplh to Net Time Time Wa~er Drop PERCOLATION RATE TEST RUN BETWEEN __ 7~ '~_ (rr. nules/~nch; PERC ttOLE DIAMETEn _ FT AND. '-~- ~ f ( COMMENTS __ PERFORMED FOR: Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST LEGAL DESCRIPTION: ~-,,~ ..~,~ Township, Range, Section: "~,/D SLOPE SITE PLAN 1 2 3 4 5 6 7 8 9 lO 11 12 13 14 15 16 17 18, 19 2O COMMENTS /"'~ ~-~ /~./'~,¢2.4~ WAS GROUND WATER ENCOUNTERED? _ ~/ / IF YES, AT WHAT 0L DEPTH~ // / ' p E Deplh Io Water ARer Monitoring?.. ~,~2/ Dale: Reading Date Gross Net Depth to Net Time Time Water Drop J Jo ? ~- ¢,~ I ~ ~/,I ,t,1 PERCOLATION RATE ~ (minutes/tach) PERC HOLE DIAMETER ~' // 'rEST RUN BETWEEN ~'~ FT AND '~, '~' FT PERFORMED By: ~/~.¢.~ I ~--, , CERTIFY THAT THIS TEST WAS PERFORMEO IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 72-008 (Rev. 4185) ' Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST PERFORMED FOR: /~ ,,~ ~---,~ ,~" LEGAL DESCRIPTION: Township, Range, Section: 9 10 11 12 13 14 15, 16 17 18, 19 2O 1 2 3 4 5 6 7 8 COMMENTS '~ ~/-Z) SLOPE WAS GROUND WATER ENCOUNTERED? SITE PLAN IF YES, AT WHAT DEPTH? Depth Io Water Alter Moniloring? Reading Date --2- I Gross Time Net Time / Depth to Water Net Drop PERCOLATION RATE . ,~. _ (mmules/,nch) PERC HOLE DIAMETER ~'// TEST RUN BETWEEN '~' ~:)_ FT AND '~' ~2 FT PERFORMED BY: ~'~)/'~.z~ I _~ -~/~/~¢/- CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNiOiPAL GUiOELiNES iN EFFEC i~N THiS DATE. DATE: ~./~¢~//.//~.. 72-008 (Rev. 4/85) ' KND ENGINEERING 20441 PTARMIGAN BLVD. EAGLE RIVER, AK 99577-8736 [~'..~...*.'~ ..'¥~ ~%*.'~ ~1~¥;.'~-{: ~:~ ~,..,%,%~:~g~1 i ~ ~! t~ ~ :!~!i~ ~ !:~?~i ~i:~i ~!;~ !~:! ~:~:~:: ~': :: :~: ~:&:: ~: ,e: ~: ~:::: ::::::: :: :~.:: ~::: :s: :: ::: to:.:.:.:..-v. ,., o.........~ ...................................... (907)696-6111/FAX (907)696-8111 .............................................. September 13, 1995 Municipality of Anchorage Dept. of Health & Human Services On-Site Services Section P. O. Box 196650 Anchorage, Alaska 99519-6650 Subject: Lot 3, Block 3, Mountain Valley S/D - Permit Application Gentlemen: Attached you will find soil logs and percolation tests, a site plan, and a design detail for the development of a new on-site sewer system and well for the above lot. The owner is applying for a permit to install a system for a two bedroom single family dwelling. This is a fairly steep lot with a number of fiat benches. A previous owner of the lot did clearing and terracing for a house site; during our soils investigation we discovered bedrock at varying locations in the soil strata. As a result we did not find a suitable location for the system in the upper areas. We did however, find acceptable soils closer to Hiland Drive; at this location the bedrock is considerably deeper. It is our plan to situate the septic tank near the dwelling, and pipe the effluent down slope to the trench location. One testpit excavated near the foundation area verified that the tank can be placed in this location. There is no evidence of surface water within 100' of this development. The ditch along Hiland Drive carries runoff only. All area wells are greater than 100' from the proposed development. If you have any questions regarding this application, please contact me at 696- 6111/FAX 696-8111. Respectfully submitted, KND Engineering attachments: On-Site Well and Sewer Application Wastewater Absorption System Details Site Plan Soils Log/Percolation Test