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Home My WebLink AboutBROADVIEW BLK 1 LT 1 Municipality of Anchorage Page I of 'Z~ 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: 5ti~J ~2~:~1~' PIP Number: Name:K__..~4r~y H. T~N~5[H Wastewater System: ~New ~ Upgrade Add~:~S"~~ ~ ~N~, ~0~ ABSORPTION FIELD Ph~s:~.~~.~l(0 ~ ~No. of Bedrooms:~ ~ Deep Trench ~ShallowTrench ~Bed ~Mound ~Other ~Depth~inal grade: LEGAL DESCRIPTION so,.,,m: 0-~ ~s~.~t. ~, Lot: ~ Block: J Subdivision: Depth to pipe botto~ ~jigin.[grade: GraveIo.~,de~th ~eneath pipe Township: I H N Range:I ~. ectlon: ~ Fill,dried abo~o~lginal grade: Ft. 'Gravel ~ ' Ft. Number of lines: Distance between lines: WELL: nSP~e ~L~G ~ Upgrade Gravel~Wt~ ~O Ft. ~ ~ Ft. Classification~Private.~~A,B,C): Total~Depth: Ft. Cased~.To: Ft. Total absorption are~ SQ, Ft. Pipe material: Driller:% {~ ' V~] Date Or,led:~/~ Stallc Water LeveI:~u F,. Installer:d - ~ ~S~ Date installed: Yields, 9 ~ GPM ~NO~ ~ Ft. ~ Ft. SEPARATION DISTANCES ~ s.p.~ ~ .o~d~g TO SeDtic Absorpllon Lift Holding Public/Private Manufacturer: ~/~ ~apacity in gallons: From Tank Field Station Tank Sewer Llnea Well ~ +~ ~t ~ +~l Material:/ Number of Compartments: s.~f.c, tl~~ H~~ ~100~ LIFT STATION Water Lo, Fou.datio. , .,~ +~' , ~ "Pump on" level at: ~" I''"ump °"'' le~"' ",: Curtain Pump Make & Model ~ Electrical Inspections performed by: Remarks: ~ ~ F~H ~d~ ~ ~ BENCH MARK ~~ Location and Oescriptlon: ~/~,, Inspections performed by: C ldo b~ /E~5 Dates: 1st ~/~1/~ 2nd, Department of Health and Human Services approval 72-013 (1/91) MOA 25 Permit No. $W930315 Page 2 of 2 Municipality of Anchorage DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION 196650 P.O. Box · Anchorage, Alaska 99519-6650 ° Telephone: 545-4744 On-Site Wastewater Disposal System and/or Well Inspection Report Legal Description' BROADVIEW LOT 1, BLK 1 PID No.: 050-321-16 I/2'REBAR 1/2'REI~AR 197.t8 APPROX WELL AREA ~ i/E,REL]~ 70.49 g 89'57'50' W SWING TIES B - C = 59,8 D - C = 57,8 B - E = 85,3 D - E = 16,7 B - F = 68,6 D - F = 23,4 A - D = 57,5 [-~/4' CLEANDUT (TYP) NON[TOE (TYP) '3/4'REBAR MONITOR TUBE SEWER CLEANOUT WELL NEW LEACHFIELD EASEMENT INSULATION ELEVATIDNS (NOT TO SCALE) SE CORNER LOT TOP OF RE,AR ASSUMED ELEV = 100.00' SCALE 1" =60' "R~GINAL '~ 12/12/94 GRDUND 0 2-3' ADDED FILL J~ ,~7ir1']]''.~2' 35PS] ]NSULAT[FIN TANK .............. ORIGINAL ~1 I~k6' SEPTIC ORAVELI I GROUND ' TRENCH i = 108,3' ELEVATIDNSI TRENCH 1 ~/ END DF PIPE BTM = 112,5 E ENB DF PIPE BTH = 112,5 ~/ ENB HDN]TDR TUBE BTH = 111,8 E END MONITOR TUBE BTM = 111,8 TRENCH 2 ~V EN]] DF PIPE BTM = 109.4 E END DF PIPE BTM = t09.4 ~V END MONITOR TUBE BTM = 108.8 E END MONITOR TUBE BTM = 108,8 Arctic Te~hnoloiy :,,...~. z~ P.O. Box 240148 701 W~t &lin Av~ ~101 ,~Akldm TOlOlXlmW: 8fX)-770-7110 OutMde Almdgc gOT-M3-7110 FAX: 907-6634246 PleMe Ixm uo: Laura - ~jgle fliver Engir~.tX] November 30, 199~ FAX Page: ~ ia ~ no~ IYorn Denni~ I.~zano, concerning ~ el~l ~ ~e ~ ~ ~. ~ ~ ~ ~ ~ C~ ;~ ~ ~d ~ a ~~ mn of ~! ~ ~ ~e main d~l~n ~e~ ~ D~i ~ ~. ~en ~ get M f~ ~. I~ ~ ff ~ ~ ge? ~ie fln~ ~ ~ ~e on ~e wll ~ ~M~ Ala~'~ Control Nee~ r tting by DOC Co. dba SULLIVAN WATER WELLS P,O. BOX 670272, CHUGIAK, ALASKA 99567 · TELEPHONE 688.2759 OWNER OF LAND ADDRESS ¢~"~'"' c~ LEGAL DESCRIPTION DATE- Started Ended PERMIT NUMBER DEl'TH OF WELL 4 /.3 ~'.5~ST~.V¥1(' LEVEL OF WATER F'F. , ~^LS..ER .R 5~.5-' KIND OF FORMATION: From ~' , Ft. to /-~ Ft. O U~ < /:~ 0 ~,= From~ F,om~Ft. to .... Ft. S ~"-- C /~ Fro~~ From Ft, to From ,,, Ft. to Ft, From From · Ft. to . Ft. Ft, to , Ft, Ft. to~ Ft. · Fl. to Ft Ft. Io__Ft, Ft, to . Ft. Ft. to Ft. Ft. lo~Ft. Ft. to ., Ft. Ft. to .Ft. ____Ft. to~Ft. Ft. to Ft. Ft. to_____ Ft. Ft. to Ft. Ft, to, , Ft, Ft. to__.Ft, Ft. to .... Ft MISCL, INFORMATION: / /{ I I/ ) ,_.:.~ f o/4,- DRILLER'S NAME ,' L.. PAGE 1 OF 1 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:SW930315 DESIGN ENGINEER:EAGLE RIVER ENGINEERING SERVICES OWNER NAME:TENNESEN GARY MICHAEL OWNER ADDRESS:8520 SHRUB CT. ANCHORAGE, AK 99504 PARCEL ID:05032116 LEGAL DESCRIPTION: BROADVIEW BLK 1 LT 1 DATE ISSUED: 8/23/93 EXPIRATION DATE: 8/23/94 LOT SIZE: 37463 (SQ. FT.) NUMBER OF BEDROOMS: 3 THIS PERMIT: THIS PERMIT IS FOR THE CONTRUCTION 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 OR 343-4681 AFTER BUSINESS HOURS 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: DATE: DATE: Louis Butera, P.E. Registered Civil Engineer August 11, 1993 John Smith, P.E. Manager, On-Site Services Municipality of Anchorage P.O. Box 196650 Anchorage, AK 99519 Re: Broadview, Lot 1, Block 1 Narrative Dear Mr. Smith: The proposed septic upgrade will have very limited impact on adjacent properties for the following reasons: 1. The area has large lots allowing sufficient room for septic sites. 2. Immediate neighboring septic systems are all +30' distance. 3. Reserve space is adequate, based on multiple soil test holes. 4. Drainage will not be adversely affected, the septic system is mounded and will require landscaping to direct surface water away from the system. If you have any questions please call our office at 694-5195. Sincerely, Louis Butera, P.E. \1993\93-023A.NAR P.O. Box 773294 · Eagle River, Alaska 99577 · Telephone (907) 694-5195 · Fax (907) 694-3297 SPECIFICATIONS FOR ON-SITE SEPTIC SYSTEM LEGAL: LOT 1, BLK 1 BROADVIEW SUBDIVISION mo GENERAL 1. The well and septic plan are for a single family residence only. 2. The drawing and or site plan shall be a part of this specification. 3. All materials and workmanship shall meet the Anchorage Department of Health and State Department of Environmental Conservation requirements. 4. All soil tests are advisory to the design and are to be verified or modified in the field by the engineer. 5. All excavations and depths are advisory and are to be verified in the field by the contractor to meet Municipality of Anchorage, Department of Environmental Conservation requirements. 6. It is the responsibility of the owner to obtain all necessary permits or easements and to locate any adjacent multi-family wells. 7. The excavation is to be exactly in the area shown on the site plan, any deviation requires engineer approval. 8. It is always recommended that a surveyor locate the nearest lot line position and the location of any easements. SEPTIC TANK Tank is to be Orenco Systems with lift station and 20 OSI 05-HHF pump wired to code by a licensed electrician, receipt to be provided to engineer. Bo DRAINFIELD 1. The drainfield is to follow the natural land contour to maintain uniform total depth of the drainfield bottom approximate contour shape is shown on site plan. 2. The total depth of the drainfield excavation is to be as shallow as possible, removing only the topsoil layer to soil surface shown as acceptable soil on attached soil logs, depth varies. 3. The 6' separation to bedrock is to be achieved by an imported clean sand fill placed without mechanical compaction and leveled to +0.1'. Sand source is to be approved by engineer prior to construction. Estimated depth of imported sand is 4.0'. 4. The drainfield gravel to a depth of 1' is placed on sand layer and is to be covered with typar fabric material. 5. Pressure effluent pipe is to be buried at +4' and covered with 2" burial foam. 1-1/4" PVC effluent leachpipe is to be installed 2" below top of gravel layer and is to contain 1/8" holes spaced at 1.7' (21") facing up with orifice shields installed. Pipe ends are to contain cleanouts buried just below ground level with rebar markers. 6. A combination of soil and extruded board insulation with a minimum soil depth of 2' is to be placed over the leachfield and sloped 3:1 beyond leaehfield at edges. 7. The area over and between the drainfields is to be finish graded to prevent ponding of surface water runoff. The entire leachfield mound is to have 4" topsoil and seeded. 8. The septic tank and leachfield must not be closer than 100' to any existing private well, 150' to any Class "C" well, or 200 feet to any community well. RECOMMENDED LEACHFIELD DIMENSIONS: GRAVEL ELEVATION = 3' above grade (mounded) GRAVEL DEPTH = 1' DRAINFIELD LENGTH = 112' DRAINFIELD WIDTH = 5' SOIL RATING = 0.8 GPD/ft2 BEDROOM CAPACITY = 3 SEPTIC TANK = 1,250 with lift Twenty-four (24) hours notice required for all inspections. \1993\93-023A.SPC I/8'REBAR L[]T 2 BLK ! SEPTIC +100' 1/2'REBAR o Do° o^0 ~ PRESSURE PIPE CLEANaUT NO KNOWN CURTAIN DRAINS TH 7 N B4°12'4 197,18 HDUSE AREA :HDP 1/a'REBAR PRDPDSED WELL 70,49 i I S 89°57'50 RBLLING HILLS LOT 8, BLK 8 SEPTIC +30' WELL +100' ~1000 GAL SEPTIC TANK WITH LIFT ¥ 2 - 5'x56' LEACHFIELDS ~1-1/4' CLEANDUT (TYP> a - 5'x56' RESERVE AREA 3/4'REBAR [] - TEST HOLE · - MONITOR TUBE o - SEWER CLEANOUT + - WELL ~ I - PROPOSED LEACHFIELD EASEMENT WELL & SEPTIC SITE LEGAL: LOT 1 BLK 1 BROADVIEW OWNER' GARY TENNESEN CONTRACTOR: N/A JOB # 9,3-025 DATE' 08/11/95 SCALE EAGLE RIVER ENGINEERING A P.O. Box 773294 EAGLE RIVER, AK. 99577 (907) 694-S 95 IAX: (907) PLAN 1" =50' SER WCES 694-3297 EAGLE RIVER ENGINEERING SERVICES P,O. Box 773294 EAGLE RIVER, AK 99577 (907) 694-5195 JOB BROADVIEW, Lot 1 Block 1 SHEET NO. OF CALCULATED BY. DATE CHECKED BY DATE SCALE 93-023 08/11/93 Single Family Three Bedroom Residence 3BR = 450gpd Soil. absorption :rate = 0~8 §pd/ft2 . Trench absorption area = 450 + 0.8 = 563 square feet Drainfield .dimensions Width = 5' Gravel depth "= t ...... ....... Length = 563 + 5 ::x ~.. 112.5' PreSSure laterat holeS: 1/8" orifice: hole .@ 5'~ residual head 28 gpm flow rate + 0.43 gpm/hole = 65 holes llT LF + 65 = I:.T! =: 21;:" h01e spacing on center \1993\93-023A.CAL PROOUCT ~)4.1 {$i~ Sb~ts} 205-1 (Pa~ed) ~® Ioc. Grolon. Mass 014/1. T00rde~ PHONE lOLL FREE 1.8~].~5.6380 EAGLE RIV ENGINEERING SERVICES INC. P, o. Box 773294 EAGLE RIVER, ALASKA 99577 Phone 694-5195 Jo.- /~'~'~,~,~',' SHEET NO CALCULATED CHECKED BY SCALE DATE PERFORMED FOR: Municipality ol Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST G,q, ey LEGAL DESCRIPTION: 'lt.. 5/L~ ~L4y 2 ~AV~L~Y ~ILTY 3 4 5 8 7 8 9 / Township, Range, Section: 7'/~ flY/ SLOPE SITE PLAN 10 11 12 13 14 15 16 17 18 WAS GROUND WATER ENCOUNTERED? . WP S IF YES, AT WHAT DEPTH? /V/4 pO E Oeplh to Water Alterz).~.'/7 Moniterlng~ Reading Date Grosm Net Depth to Net Time Time Water Drop PERCOLATION RATE 4'J (minute~/inch) PERC HoLE DIAMETER COMMENTS PERFORMED BY: ~'/'~'~:~-~ I ~~ ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. 72-008 IRev. 4/85l CERTIFY THAT THIS TEST WAS PERFORMED IN PERFORMED FOR: Municipallly of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST LEGAL DESCRIPTION'. 2 3 4 5 6 7 8 g Township, Range, Section: SLOPE /T / SITE PLAN 10 11 12 13 14 15 16 17 18 19 20 WAS GROUND WATER ENCOUNTERED? L IF YES, AT WHAT O DEPTH? p E Depth to Water Alter _ Monilorlng? ,~)~'"[ Dale:. Gross Net Depth to Net Reading Date Time Time Water Drop / ', ..¢-.'~ ~,0 / ~,.,.., (~ ~//o /zl/~, PERCOLATION RATE /L.J, 5 Iminutes/inch) PERC HOLE DIAMETER TEST RUN BETWEEN . //' ~- FT AND ~ FT COMMENTS PERFORMED BY: ~/~5 i ~ERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 72-008 (Rev. 4/85) Munlclpallly Gl Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST PERFORMED FOR: LEG^L DESCR,.T,O.: 1 2 3 4 5 6 7 8 g 10 11 12 13 14 15 16 17 18 lg S/LT l,v/ 5,4tv0 /~(.,'< / 2O SLOPE SITE PLAN WAS GROU.DWATER ENOOU.TERED? W0 S L IF YES, AT WHAT O DEPTH? p E Depth lo Water After Monitoring? ,~-.Y Dale: Gross Net Depth to Net Reading Date Time Time Water Drop PERCOLATION RATE ,~' j'/ {minutes/inch) PERC HOLE DIAMETER ~ ~''' TEST RUN BETWEEN ..~, c) FT AND '~' '~ FT COMMENTS i DA T E O ^ T E ~"~/"'//~-~ ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON TH S , : . ?2-008 IRev. 4185J Municipalily ol Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L' Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST PERFORMED FOR: 1 S/L'P/ C1.,4~ ~,/ 8 g SLOPE SITE PLAN 10 11 12 13 14 15 16 17 18 19 WAS GROUND WATER ENCOUNTERED? S L IF YES, AT WHAT O DEPTH? p E I]eplh l0 Wmr After Monitoring? ~,'~."/ Date: Gross Net Depth to Net Reading Date Time Time Water Drop 9~( ,~A//~ ~ /:5 ~:50' §' /u//~ I " ~:~:~' I~ WI,'-~ ~, /")//~ I 'hu "' P;~l'.~b ~ /9//u PERCOLATION RATE / (minutes/inch) PERC HOLE DIAMETER TEST RUN BETWEEN ~' '~ FT AND -~/ ~ FT COMMENTS ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE, 72-008 {Rev. 4/85) CERTIFY THAT THIS TEST WAS PERFORMED IN PERFORMED FOR: Municipality ol Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST 2 4 9 Township, Range, Section: - / SITE PLAN m #/ lO 11 12 13 14 15 16 17 19 20 WAS GROUND WATE. ENCOUNTERED? S L IF YES, AT WHAT O DEPTH? P E Depth lo Water After ~/,,,,,/? Monitoring? ,/~,~-- "~ Dale: Gross Net Depth to Net Reading Data Time Time Water Drop ¢~,,~,~ ~/~//~ ~ .~,'o ~', I~ 0 ~llc~ ~ ', 5:Z~;15 IONI~ ? 0[1~ / 0/1~ " ~,'-~'¢;~ lo ~uJ '20//u I 9//0 PERCOLATION RATE ~;7, Z.J. (minutes/inch) PERC HOLE DIAMETER ~ ~'''' TEST RUN BETWEEN ~'- ET AND ~ . FT COMMENTS PERFORMED BY: 8/F__.~..~ , ¢~-'~)-- CERTIFY THAT THIS TEST WAS PERFORMED '" 72-008 {Rev. 4/85] PERFORMED FOR: Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST Township, Range, Section: SLOPE SITE PLAN 10 11 12 13 14 15 16 17 18 19 20 WAS GROUND WATER ENCOUNTERED? S L IF YES, AT WHAT O DEPTH? P E Depth lo Water Alter 4 /../_/"/~' Monitoring? ,~/?-.~ Oate: Gross Net Depth to Net Reading Date Time Ttma Water Drop ~ ,, ~: I~; ZD /~ /V/~ /~ ~//~ / '/1~ PERCOLATION RATE % {minutes/inch) PERC HOLE DIAMETER ~ ~'' 1EsT RUN BETwEEN (?"/~ FTAND /' ~ FT COMMENTS PERFORMED BY: ~ ,?~-.D I CERTIFY '[HAT THIS TES'[ WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFEC'[ ON THIS DALE, DATE: ~?~."~,.'~, ~ (Rev 4/85) 6 Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L' Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 .5//.--r y o l-4'"1//L~4,x4 5,4/'/1) 20 COMMENTS ' '_/,?l-" ~', ". ~',~. . : ~,~. ~'-%"~'"1°''' .......... ~,~'~", J LouisA. B,Jtera DATE PER Township, Range, Section: ~"//.//V n]'~'¢~'~'%~'~.,-' L, SLOPE SITE PLAN WAS GROUND WATER ENCOUNTERED? S L IF YES, AT WHAT O DEPTH? p E Depth to Water Alter ~ ~E-' *Z) '/ Monitoring? Dale: Reading Date Gross Net Depth to Net Time Time Water Drop PERCOLATION RATE ~ (minutes/inch) PERC HOLE DIAMETER 'rEST RUN BETWEEN ~ FT AND Fl- PE.FORMED BY: ~/~ I ~"~"'~~ CERTIFY THAT THIS TEST WAS PERFORMED IN ACCO~DANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THiS DATE. DATE: ~./~/./~ ?2-008 (Rev. 4/85) Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L' Street, Anchorage, Alaska 99502-0650 SOILS LOG m PERCOLATION TEST PER.O.MEO LEGAL DESCmPTION: 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 ~E~FORMED: DATE -~_~~ '? Township, Range, Section: SLOPE 20 1 WAS G.OUNDWATE. ENCOUNTE.ED? DEPTH? Oeplh Io Waler Aller Monitoring? 2~)~-, "/~ Date: SITE PLAN Gross Net Depth to Net Reading Date Time Time Water Drop PERCOLATION RATE {minutes/inch) PERC HOLE DIAMETER COMMENTS TEST RUN BETWEEN FT AND ~ FT PERFORMED BY: ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. CERTIFY THAT THIS TEST WAS PERFORMED IN DATE: 72-008 {Rev. 4,85)