The URL can be used to link to this page

Home My WebLink AboutGLENN VIEW ESTATES LT 18 Municipality of Anchorage Page 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: 5~k/~70 ~(.~4 PID Number: ~)~-/~"~ / -~ ~ ~¢~ ~ Wastewater System: ~New ~ Upgrade Address: Phone: s: ~Deep Trench ~ Shallow Trench ~ Bed D Mound D Other Total Depth from original grad~: LEGAL DESCRIPTION Soil Rating: D,~ GPD/Sq. FL /~.F .Subdiv~i~: ¢ / Depth to pipe bottom from original grade: G ravel depth beneath pipe Township: Range: Section: Fill added above original grCde: Gravel length: Number of lines: Dislance WELL: Z / FL Classification (Private, A,B,C): Total Depth: Cased To: Total absorption area: Pipe material: ~r,'~ ~ ~,. ~o~ ~,. ~ s~.~,. Pump Set at: g Height Above Ground: TAN K vi~,~: /~ 6.~ ~ ~t. I ~ ~t. SEPARATION DISTANCES ~Septic U Holding ~ S.T.E.P. To Seplic Absorption Lilt Holding Public/Private Ma~ufact[~r:,~ ~ ~ Capacity in gallons: From Tank Field Station Tank Sewer Lines ~ I Materiah ~ ~/ Number of Compa~ments: we,- ID0~+ lDO+ .... ~ ~ su~ce ,+ ' -- ~~ATION Lot -- Size in~act.rer: ~ Line /~1+ /~ -~ --~ __ "~p on" le,el at: ~el ,t: Cudain ~ Dr~." /~0~+ /~+ --- - Remarks: ~ ~ ~ ~F&;~ ~&~5 ~ aF~. BENCH MARK Location and Description: Elevation: ENQINEER'S SEAL Inspections pedormed by: ~D ~/~.~~ Dates: 1¢ ~/~_ ~.~*[~9~.~,,.~?...o....~.. Department of Health and Human Se~ices a ¢.'~X""",, Reviewed and approved by:///~41/~¢ ~/ ~', Date: ? '~ '? F '~~ ~*g 72-013 (Rev. 9/91) MOA 25 AS-BUILT SYSTEM BETA]iLS/SITE PLAN Per'mi~ SW970~04 GLENN VIEW ESTATES S/D, LOT 18 PID~051-521-55 I i L_of 1 6 j OTH ~ ~ , ~ laSO GAL, S S-S=61,O'A-C=lS'9'~ { ~15 TELECOM. ~ ~ /// // *~ B-C=54,4' ~ ELECT.'~ ~ ~HT/~ // ~n A-E=37,9' ~-E=83,7' A-F:56,~' Lof 19 ~ SCALE~ ~' = 50' S-F=64,4' ~ ~ PREPARED FBR~ ~'9 ~* ARCTIC 9EVCD, ~NC, ~ P,D, BOX 3489 ~~ °wc n~E: CR,O: NW1560 [ *c*.~,,~: 97051.BW0 ao~,o.: 97051 {907)696-6[~[/FAX TURNER CONST. Fax:907-745-8335 Rug 20 '98 9:04 . by -. .,000 Co, SULLIVAN WATER WELLS P.O. BOX g?0272, CHUGjAKi ALAgK~ gg6~1? · YELI=PHONiE !1118.2761l P. 02 oWNeR OF LAND Ti,IiL/~J .~. LEGAL DESCRIPTION PERMIT NUMBER ~O~0~__ Date of Issue '7 ..-C~, -~_....~_ TAX INDENTiFICATiON NUMBER .~_~./~ (n .-: ..... :.' ,. Is we!] Iocai~a[ approved permit location? I~ Yes Method of Drilling: ~'r rotary O cable tool. Depth of well: ~3~ Casing ~pe ~._.Wall Thickness * 03, ~ inches Diameter ~O inches, depth ~.0~' feet Liner Type: Castng StickupAb0ve Ground:. c~ feet Static Water Level (from ground level): /~,.~' feet Pumping level: ' feet after hrs. pun~plng · gpm Recover Rate: ~ ~, _gpm Method of Testing: Well Intake Opening Type: [~ Screened; Start [~ Perforatlon~ Start I[]~n End ~ Open Hole __feet Stopped feel feet Stopped feet 'Gmbt Type:' ./~Ls~.~/'~"~/'"~ ' ' VolUme' ' ./~'O 4;~.~' ' Depth: from ~' feet, to ~ feet Pump Intake Depth: ,. feet Pump size hp Brand Name WelIDisinfected Upon Completion? ~s ~ No Method Of Disinfectlon:~/4e~m,C ~ ~/~ comments~. 2 6 ]998 /vtunlcH)ahty of ~,cno~ age Dept. Health &, Human Servi~ ATTENTION: It is lhe re~pensibllily of the prol~r~/owner to submit a cody of th~ well tog Jo th,e, proper authedb/. MunJelpatlly of Ancher~ge: Deparlment of Health & Humen 8ervlei]s and/or Depa~ment of Environmental Oenaerv~tion. M~[SU Borough: Department of Environmental Conservation, AU~ 21 ~98 08:22AM NTL ANCHORAGE P.2/2 NORTHERN 3330 INDUSTRIAL AVENUE 8005 $CNOON ,STREET $'O~J ~1'1 340043 TESTING LABORATORIES, INC, FAIRBANKS, ALASKA 9.9'/01 (907) 4§6-3116 · FAX ~6-312,5 ANCHOF~AC.,E, ALASKA 99518 (907} 349-1000, /:AX 349-1016 PRUOI-tO~ 0AY, ALASKA 99?34 ($07) 659-2145, FAX 6S9-2~,~6 KND Engineering Report Date: 8120/98 20441 Ptarmigan Blvd. Date gafived: 8/14/911 Eagle River, AK 9957%3?36 Sample Date: 8/14/98 Sample Time: 12:30 Arm: Coll~'t~ 137: Client ID; Glenview Lot 18 ** Legend ** Client Project #: MP.~ - M~,.hod R~ L*v,[ Sollrce: MOL = M~x ~ L~vrl N'TL Lal~¢: A157151 g - Pr~mt h M~x~ ~l~k E - E~t~ ¥~lue Sample Matrix: Water M = M~nix zntsxrm~ D - Lo~t To Dilution Date Date Method,, Parameter Units Result MIlL Prepared Analyzed SM 4500 NO3 Nitrate-N mg/L 2.78 0.50 8/19198 AUG 18 07:BGAM HTL ANCHORAGE Post-It', brand f~ transmittal memo 7671 3330 INDUSTRIAL AVENU[ ]0ept. --~~ DRINKING WATER ANALYSIS REPORT FOR TOTAL COLIFORM BACTERIA P,1/1 IN6, FAX 456-3125 FAX 349-1016 FAX 659-2146 KND Engineering 20441 Ptarmigan Blvd. Eagle River, AK 99577-3736 Date Received: 8/14/98 Time Received: 16:1,5 Date Analyzed: 8/14/98 Time Analyzed: 17:00 Date RepoKed: 8/18/98 Time Reported: 07:,~4 Next Sample Due: comments Phone Number: ( )696-6tll S = Fax Number: ( )696-8111 U = POS Collected by: DEA ND = TNTC Sample Type: Special Purpose CG = Method of Analysis: Membrane Filtration (SM 9222 HSM B) SA = Comments: Satisfactory Unsatisfactory Positive Test Result None Betected Too Numerous To Count (>200 Colonies) Confluent Growth Heavy Sediment Masking, Results May Not Be Reliable Sample Age >30 Hours But <48 Hours, Results May Not Be Reliable Sample Age >48 Hours, Too Old For Analysis Resample Required Old = R = NT = No Test * # Colonies/1 00 mi ** # Colonies/mi Sample Sample Total' Fecal Other* HPC** Date Time Coliform Coliform Bacteria Result Lab~ Location Comments 81t4/98 12:30 0 ND 0 NT A08026 GLENVIEW L18 Satisfactory Sherri L. Trask Environmental Analyst Northern Testing Laboratories, Inc Anchorage, AK PAGE 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:SW970204 DESIGN ENGINEER:KND ENGINEERING OWNER NAME:ARCTIC DEVCO INC OWNER ADDRESS:LOT 18 GLENN VIEW ESTATES 9o %ow PARCEL ID.-SB%521~2~6 LEGAL DESCRIPTION: -T-~N ~iW--SEC i0 SW CO~ NW~ -- DATE ISSUED: 7/22/97 EXPIRATION DATE: 7/22/98 LOT SIZE: 40086 (SQ. FT.) NUMBER OF BEDROOMS: 4 THIS PERMIT: 4 THIS PERMIT IS FOR THE CONSTRUCTION OF: DISPOSAL FIELD /SEPTIC TA~NK / 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 A_ND 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 S43-4744 ( 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: RECEIVED BY: ISSUED BY: K~D ENGINEERING 20441 PTARMIGAN BLVD. EAGLE RIVER, AK 99577-8736 (907)696-6111/FAX (907)696-8111 June 29, 1997 Municipality of Anchorage Dept. of Health & Human Services On-Site Services Section P. O. Box 196650 Anchorage, Alaska 99519-6650 MUNICiPALII'Y OF ANCHOP, A, f3E ENVIRONMENTAL SERVICES DIVISION JUL 0 2 1997 RECEIVED Subject: New sewer/well permit - Glenn View S/D, Lot 18 Gentlemen: On June 13, 1997, we excavated two new testholes for the subject property. There were two previous testholes which were dug during the preliminary plat process, however they were either not suitably located for the four bedroom house which is proposed for this lot or had unacceptable percolation rates. The results of these tests and water monitoring are attached. We propose to install a 2' wide deep trench. Neither the original nor the new testholes indicated any water. Additional fill will be placed over the system to provide a minimum of 3' of cover when complete. There are no public or private wells within 200' of our proposed system location except as noted. There is neither surface water within 100' nor any curtain drain within 50'. We do not expect that there will be any adverse effect on adjacent lots by the development of this system. If you have any questions, please contact me at 696-6111/FAX 696-8111. Respectfully submitted, Y~I~JD Engineering Kenneth M. Duffus,'CP.E. attachments: On-Site Well and Sewer Application Wastewater Absorption System Details/Site Plan Soils Log/Percolation Test SEPTIC WASTEWATE SYSTEM DETAILS/SITE PLAN LOT 18, GLENN S S/D U ?~rRCLE VACANT LOT 17 LOT 16 RESERVE LOT 18 VACANT L VACANT/ / LOT 14 / LOT 13 ~Bo.oo / VACANT 19 VACANT DESIGN DETAILS 4 BDRH X 150 GPD 600 GPD 600 GPD/O,8 GPD PER SQ, FT. = 750 SO, P'I 750/<7'X2') <7,0' GRAVEL) 53.6 FT. TRENCII I oi(l( dep±h oF sys±em is lO.O' Fr'om or'igino,[ 9r'0, de, to-tot dep±h oF 9r'o. vet be(ow dis±r'ik)u±ion pipe is 7,0' , NOTES: ], USE 1250 GAL.LEIN SEPTIC TANK. INSULATE 'raNI< IF (4' COVER, 2. INSULATE TRENCHES W]rH 2' lid BURIAL FOAM,, 3, CUN'FRACTBR WILL ENSURE MAXIMUM 2Z SLOPE INTH SEPTIC TANK, 4, AD]}iI'IONAL FILL WILL BE ADDED EIVLR SYSTEM FB ACHIEVE MIN, 3' COVER IF REQUIRED, PREPARED FOR: REX TURNER ARCTIC DEVCE], INC, P,U, BOX 3489 PALMER, ALASKA 99645 I<ND ENGINEERING ~(3441 P'I-ARHIGAN BLVD EAGLE RIVER, Al<, 99577 (907)696 6U1/Fcx (907)696 SCALE: 1' = 100'I 97o3i si Municipality o! Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST (FEET) 1 2 3 4 5 7 8 10 ~2 ~3 ~4 ~7 ~8 2O /. Township, Range. Section: '~/ ~ / WASGROUND WATER ENCOUNTERED? S IF YES, AT WHAT /,~ OL DEPTH? p E SLOPE SITE PLAN Depth to Waler Monitoring'/ I I Gross Net Depth to Net Reading Date Time Time Water Drop / ;~ q,' / :~I~ ~/~ .5- ~ ~' ~,, PERCOLATION RATE 7~/4~ Im]nutestmch) PERC HOLE DIAMETER TEST RUN BETWEEN ~' __ FT AND 7 -- FT ACCORDANCE WITH ALL STATE AND MUN ~/AL GUIDELINES IN EFFECT ON THIS DATE DATE , WASPERFORMEDIN Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST DATE PERFORMEb.A~~ ~7 / Township, Range. Section: '~ SLOPE SITE PLAN 6 7 8 9 10 '11 12 13 14 15 16 17 18 19 WAS GROUND WATER ENCOUNTERED? S IF YES, AT WHAT ./~ OL DEPTH? . P E Moniloring? ~ Dale: _ , Gross Net Depth to Net Reading Date Time Time Water Drop q __ ./o,'// _Io ~'~ /- '/v_" ._ I" _ /u /o:~ I " 7 ¢" I" 20 ~, /' PERCOLATION RATE .~ //.~,~ tm~nules/~nch] PERC HOLE DIAMETER TEST RUN BETWEEN ~42__ FfAND '?