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Home My WebLink AboutHILLSIDE NORTH #7 BLK 4 LT 2 Munlcipality of Anchorage P.ge I of ~..~ DEPARTMENT OF HEALTH AND HUMAN SERVICES ~0:98362 ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 · Anchorage, Alask~ 99519-6650 · Telephone: 343-4744 On-SUe Waslewater Disposal System and/or Well Inspection Report Permit Number: Name: ~onnie Brown 3619 Gardner SW980~ ~'%-) 907-343-8339 · LEGAL DESCRIPTION A'nch., AK 99508 I No*of e.~d,oom.: L2 B4 HillSide North"Sbbd. ~7 WELL: ffi New I-1 Upgrade PIDNumber: 04103309 Waslewaler System: DNew DUpgrade ABSORPTION FIELD Private 365 FL 40 ~'L Alpine Drilling 8-25-98 25 rt. Groenwe~ Const~ SEPARATION DISTANCES ~ Septic We, 133 114 n/a n/a 114 Steel Water )'100~ · 100' n/a," n/a ,~100' Lot Line 82 ' 39 ' n/a n/a 39 ' Foundallon 21 43 n/a~ n/a n/a I~DeepTrench [3 $hallow Trench [3Bed I'lMound [3Other 1.2 opo/s~, rt. 1 1.5 4.7 rt. 6.8 None Fl, 47 · 9 ~t. 3 FI. I n/a 6 51 so ~,t, PVC 9-22-98 TANK D Holding ' C~ 8.T.E.P. 1500 2 LIFT STATION N/A o,a~. n/a n/a n/a n/a n/a Remarks: BENCH MARK Garaqe fiber-top concrete Inspections performed by: Dates: 1st 9-22-98 2nd 9-22-98 Department of Health and Human Services approval Reviewed and approved by.~//~/ ~. /c~Z~Date: Permit SW980277 Municipality of Anchorage Department of Healfh and Human Services Date ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650* Anchorage, AK 99519-6650, Tel: 545-4744 On-Slle Wastewater, Disposal System/Well Inspection Eeporf Legal Description: LOT 2 BLOCK 4 HILLSIDE NORTH SUBDIVISION ADDN. ~7PID No. 04105519 / / / / \ \ \ I I I I / Page. 2,of. 4 B/ 5/9 W.O. 98562 IF.B. NO. 311 Permlt. No. SW980277 Uunicipality of Anchorage Department of Health and Human Services ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 * Anchorage. AK 99519-6650' Tel: 343-4744 Proposed Well & On-Site tYastewater Disposal System Legal Description: LOT 2 BLOCK 4 HII.LqlDE NORTH SUBD. ADDN. ~7 Page. 4 of 4 W.O. 98562 Date 8/15/99 PlO No. 04105519 00.5, ~]~ ORGANICS, ROOTS, ';J: :-~Y SLIGHTLY SILTY SANDY r:;"' GRAVEL, W/ OCC. BOULDER "?-'/i TO 30'. MAIERIAL GETS · ,-: DENSER W/ DEPTH .{,~.~, MORE SANDY. DRY ~EL=1217.5 · TO SEASONAL HIGH WATER LEVEL IAL OROUND -GEOTEXTILE FABRIC PERFORATED PIPE EL-1224.1 ROCK PER M.O.A. SPECIFICATIONS RECORD DRAWING TRENCH SECTION SCALE: NTS *~.......:.~.~ DATE 09/01/98 ~ 06:54 FAI 907 343 8214 BUILDING SAFT~Z DIV .~001 LDCAT'O" OF LOCATION/SKETCH: STATE OF ALASKA DEPARTMENT OF NATURAL RESOURCES DIVISION OF MINING & WATER MGMT DEPTHS MEASURED FROM~'.~casing top Dground surface I~OREHOLE DATA: Depth Material Type and Color From To WELL OWNER: WELL DEPTH: ". · DATE OF ~."oMYLETIOI~"' ~ ..... DEbT, TO STATIC WATER LEVEL: f! below~' top of casing ["l ground surface METHOD OF DRILLING: ~ air rotary I"1 cable tool r~ other USE DF WELL:'~ domestic [] Irrigation I-) monitor I'~ public supply [] other CASING STICK-UP: ~- ft. Diam: ~:~ in. WEt,L INTAKE OPENING TYPE: I-I open end I-] Screened r~_eerfarated ["] open h~o,~, ~ Depths ~ f ~pe~ng~J'~, to ft , /f SCREEN TYPE: Diem: SIo~JMesh Size: Length: GRAVEL PACK TYPE: Volume used;. Depth to top: ;.Depth: from t; to _ '~EVELOPMENT METHOD: ft pUMP. lNG LEVEL AND YIELD: ~ ft after ~ hre pumoina ~ gom pUMP INTAKE DEPTH: ft Horsepower: WELL DISINFECTED UPON COMPLETION? ~1 YES [] HO DHI CONSULTING Civil · Surveying ENGINEERS · Planning October 26, 1998 WO: 98362 RECEIVED Mr. Jim Cross Department of Health & Human Services Environmental Services Division P.O. Box 196650 Anchorage, AK 99519-6650 NOV 'l 0 1998 Municipality of Anchor, age Dept. Health & Human Services Re: Lot 2 Block 4 Hillside North Subdivision, Addition//7 / Permit No. SW9813.~7- Dear Mr. Cross, This letter is to inform you that the septic system on the above referenced lot has been installed The owner has decided not to construct the house until next summer. Therefore, we are unable to obtain swing ties from a structure at this time. We will complete and submit the Record Drawings as soon as the house is completed next year. In the mean time, if you need a preliminary copy of the Record Drawings or will accept swing ties from the property corners, please give us a call. cc: Lonn.~ & Den]se Erc':.'n 362cl230.1tr Very truly yours, Dee High, P.E.(,// Dimond Center Tower, 5th Floor · 800 E. Dimond Blvd., Suite 3-545 ° Anchorage, Alaska 99515 (907) 344-1385 * Fax 344-1383 MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND }{UMAN SERVICES P.O. BOX 196650, 825 "L~ STREET, ROOM 502 ANCHORAGE, /~J.~ KA 99519-6650 ON-SITE WELL AND WASTEWATER DISPOSAL SYSTEM PEP, MIT PERMIT NUMBER:SW980277 DESIGN ENGINEER:DHI ENGINEERING OWNER NA~:BROWN LONNIE F & DENISE A H OWNER ADDRESS:3619 GARDENER ST. ANCHORAGE ~J~KA 99508 DATE ISSUED: 7/31/98 EXPIRATION DATE: 7/31/99 PARCEL ID:04103309 LEGAL DESCRIPTION: HILLSIDE NORTH #7 BLK 4 LT LOT SIZE: 97139 (SQ. FT.) NUMBER OF BEDROOMS: 5 THIS PEP-MIT: 5 THIS PERMIT IS FOR THE CONSTRUCTION OF: DISPOSAL FIELD /SEPTIC TANK / WELL SYSTEM ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH: 1. THE ATTACHED A~PROVED DESIGN. 2. ALL REQUIREMENTS SPECIFIED IN ANCHORAGE MUNICIPAL CODE CHAPTERS 15.55 ;LND 15.65 AND THE STATE OF ALASKA WASTEWATER DISPOSAL Pd~GubATIONS (18AAC72) AND DRINKING WATER REGULATIONS (18AAC80). 3. THE ENGINEER MUST NOTIFY DH/{S AT LEAST 2 HOURS PRIOR TO EACH INSPECTION. PROVIDE NOTIFICATION BY CALLING 343-4744 ( 24 HOURS ) (NOT REQUIRED FOR WELLONLY 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 A~D HEATED TO PREVENT FREEZING 5. THE FOLLOWING SPECIAL PROVISIONS. SPECIAL PROVISIONS RECEIVED BY~ July 22, 1998 W.O. 98362 Site Narrative Project: Lot 2, Block 4 Hillside North Subdivision, Addition No. 7 Lot 2, Block 4 Hillside North Subdivision, Addition 7, Contains 97,139 square feet (2.23 Ac.). The lot is bordered on the north by an undeveloped lot. The lot to the south is under construction. We have shown the proposed improvements. (See Sheet 3). The easterly and westerly sides of the lot is boarded by a 60' public right of way. (See Sheet 3). Well: The well location as proposed will have a minor impact on the lot to the north (Lot 1, Block 4). (See Sheet 3). However, the proposed location has the least impact to the adjacent lots and will not unduly impact future development of other lots within the subdivision. Septic Systems & Reserve Space: There is adequate space on this lot for both the original system and the replacement system. The proposed septic and replacement systems have no negative impacts on the surrounding lots and does not prevent the placement of wells on adjacent lots. Drainage: Drainage generally is from east to west. The easterly portion of the lot is between 2% and 5% slope. When the property is developed, the drainage pattern should remain the same. There is enough slope to the property so that the lot can be landscaped to prevent ponding around the proposed septic and well systems. All disturbed areas will receive topsoil and seeding to prevent erosion. 362nar. rep Permit No. On-Site Legal Description: LOT 2 BLOCK 4 IIlLSIDE NORTII ADDN. Municipality of Anchorage Department of llealth and Iluman Services ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 * Anchorage, AK 09519-6650' Tel: 343-4744 WasLewater Disposal System/Well Inspection #7 PIG No. Page I of 5 W.O. 98562 Date 7/I/98 Report SYSTEM DESIGN CALCULATIONS 1. NO. BEDROOMS : 5 2. USE DEEP TRENCH SYSTEM ,3. ABSORBTION AREA = (# BEDROOMS)(150 GPD/BR) TRENCH APPLICATION RATE = (5)(150) = 625 sr 1 4. TRENCH AREA = (2)(DEPTH OF GRAVEL)(LENGTH) = 625 SF IF DEPTH OF GRAVEL = 7.0' THEN LENGTH OF TRENCH = 44.6'= 4,5.0' PERCOLATION RATE PIT & TRENCI! MOUNI) & liED APPLICATION RATE APPLICATION RATE MIN/INCH CPD/SF CPD/SF 0-1 NOT SUITABLE NOT SUITABLE * I ~-5 1.2 I o.s 6-15 0.8 0.5 16-30 0.6 0,4 31-60 0.45 0.3 CREAI'ER THAN 60 NOT SUITABLE NOT SUITABLE FILTER LAYER 1.0 .7 OF4L'~% ~*. v.A...'****-.~ .'l,'"l.' meeeSeeeebekee i4eeeieee~ee ~ DATE ., '. Page 2 of 5 P. errnif' No. W.O. 98562 Legol Description: LOT 2 BLOCK 4 IIILLSIDE NORTII SUBDIVISION ADDN. #7 Dote 7/10/98 NOTES: ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CHAPTER 15.65. WASTEWATER DISPOSAL REGULATIONS OF THE MUNICIPAL CODE AS CURRENTLY AMENDED. INSTALL NEW 1500 GAL SEPTIC TANK AS SHOWN ON THE DRAWINGS. RECORD INLET AND OUTLET ELEVATIONS OF THE TANK. TANK SHALL BE PLACED ON UNDISTURBED NATIVE SOIL. EXISTING STRUCTURES. WELLS. SEPTIC SYSTEMS OBSERVED WITHIN 200 FT. OF THE PROPOSED SYSTEM SITE ARE SHOWN ON DESIGN DRAWINGS. ANY DEVIATION FROM THE DESIGN MUST DE AUTHORIZED BY THE ENGINEER PRIOR TO ITS INCORPORATION INTO THE SYSTEM. CONTRACTOR TO LOCATE ALI. UNI~ERCROUND UTILITIES. PROPERTY LINES, EXISTING WELLS. WATERWAYS, SURrACE AND SUBSURFACE DRAINAGE FACILITIES. LAKES, PONDS. AND OTIIER FACILITIES REOUIRING SEPARATION DISTANCES FROM THE PROPOSED SEPTIC SYSTEM. CONTRACTOR TO STAKE PROPOSED SYSTEM PRIOR TO CONSTRUCTION. MAINTAIN 100' CLEARANCE FROM ALL WATER BODIES. WELLS & DRAINAGE SWALES & 50' rROM ALL CRADE BREAKS GREATER THAN 25~ NOTIFY THE ENGINEER or ANY OBSERV[O CONrLICTS PRIOR PRIOR TO CONSTRUCTION. 6 CONTRACTOR TO NOTIFY ))IR ENGINEER AND DHHS 24 tlOURS PRIOR TO COMMENCING WITH CONSTRUCTION. A MINIMUM OF TWO INSPECTIONS ARE REOUIRED. THE FIRST INSPECTION SHALL BE OF THE SUE)GRADE PRIOR TO PLACING THE SEWER ROCK. THE SECOND INSPECTION SHALL BE AFTER THE PLACEMENT OF GRAVEL. DISTRIBUTION PIPING, STANDPIPES. TANK. AND OTHER COMPONENTS AS SPECIFIED. CONTRACTOR SHALL DELIVER TO THE ENGINEER A SET or RED-LINED. AS-BUILT DRAWINGS StlOWING ALL DATA AS SPECIFIED IN SEC. 15.65.F,2. 3. 4. 5. tS or MUNICIPAL WASTEWATER DISPOSAL CODE WITHIN FIVE DAYS or THE FINAL INSPECTION, INVERIS 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 DRAWINGS TO DHHS. 8 9 ALL EXCAVATION OEPTHS 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. EXCAVATE THE ABSORPTION FIELD. BOTTOM OF EXCAVATION SHALL BE LEVEL AND SCARIFIED. RECORD ELEVATIONS AT BECINNINC, MIDDLE, AND END OF EXCAVATION. CONSTRUCTION EOUtPMENT SHALL NOT OPERATE ON THE FLOOR OF THE EXCAVATION. ANY MAIERIAL COMPACTED BY THE OPERATION OF TIlE CONSTRUCTION EQUIPMENT SHALL BE REMOVED AND REPLACED WITH UNCOMPACTED MATERIAL. 10 PLACE THE SEWER ROCK TO THE SPECIFIED DEPTHS. DO NOT CONTAMINATE SEWER ROCK WITH NATIVE MATERIAL OR SPOILS FROM EXCAVATION. LEVEL ROCK SURFACE TO + I" PRIOR TO INSTALLING THE PERFORATED PIPE. I1 ALL PIPE SHALL BE PVC CONFORMING TO ASTM 05034 OR ENGINEER-APPROVED EQUAL. MINIMUM SOIL COVER SHALL BE 4 FFET OVER THE PIPE AND 4 FEET OVER THE' SEPTIC TANK. ONE INCH OF INSULATION MAY DC SUBSTITUTED FOR I rOOT or SO~L COVER. (SEE NOTE 12) 12 ALL INSULATION BOARD SHALL BE 2' THICK DOW HI-`3§ INSULBOARD OR ENGINEER-APPROVED EOUAL. CENTER INSULBOARD WIDTH OVER SEPTIC TANK. 1,3 GEOTEXTILE SIIALL BE MIRAFI 140S OR ENGINEER-APPROVED EOUAL. LAP ALL JOINTS 2' MIN. 14 COVER THE DISTRIBUTION PIPE WITH MIN 2' SEWER ROCK, AND COVER WITH CEOTEXTILE BEFORE PLACING INSULATION AND BACKFILL, 15 MATERIAL USED AS FILL SIIALL DE CLEAN AND FREE OF ORGANICS. IRASH AND CONSTRUCTION DEBRIS. 16 SLOPE ALL FILL MATERIAL TO DRAIN AT 2~. MIN. SLOPE, AND `3:1 MAX SLOPE. AND IN SUCH A MANNER THAT PONDING AT OR NEAR THE DRAIN FIELD DOES NOT OCCUR. THE FILL SHALL BE LEFT AT 6' HIGHER THAN SHOWN TO ALLOW FOR SETTLEMENT. SEEB SURFACE AFTER COMPLErlNC INSTALLATION AS PER MUNICIPAL SPECS. 17 RECORD THE FINISH GROUND ELEVATION OVER THE EIECINNING. MIDDLE. AND END OF FIELD. Permit No. MunlcIpality of Anchorage Department of Health and Human Services ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 *Anchorage, AK 99519-6650 Tel: $43-4744 On-Site Wastewater Disposal System/Well Inspection Legal Description: LOT 2 BLOCK 4 HILLSIDE NORTH SUBDIVISION ADDN. #7 UNDEVELOPED / / / / I LOT 2 2.23 AC. '...~' PROPOSED SEPTIC & RESERVE AREA ,/ LOT UNDEVELOPED W.O. 98362 Page 3 of 5 Date 7/13/98 Report LOT 2 UNDEVELOPED ,/ ': t ~**~m tDENNIS // ~ / --- LOT 3 +;~ *o. UNDEVELOPED DATE )F.B. NO. I SCALE: 1" = 100' C. FILE ' Perr~it :No. On-Site Legal Description: Munlclpalify of Anchorage Department of Health and Human Services ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650-,Anchorage. AK 99519-6650-Tel: 545-4744 Wast,wafer Disposal System/Well Inspection LOT 2 BLOCK 4 HILLSIDE NORTH SUBDIVISION ADDN. #7 W.O. 98562 / / / / / / / / PROPOSED 1500 CAL. SEPTIC I / / / / / .:. FOR C~r-J~NOUT 45 TRENCH ~F.B. NO. 311 ~SCALE: 1" -- 60' Page 4 of 5 Dale 7/10/98 Repod / / / / / P~rmil'No. Municipality of Anchorage DeparLmenL of tIealLh and lIuman Services ENVIRONMENTAL SERVICES DIVISION Page 5 of 5 W.O. 98362 Date 7/15/98 P.O. Box 196650' Anchorage, AK 99519-6650' Tel: 343-4744 Proposed Well & On-Site WasLewaLcr Disposal SysLem Legal Description: LOT 2 BLOCK 4 IIILLSIDE NORTH SUBD. ADDN. #7 PID No. TH#J ,5' ~'?~t ORGANI S. ROOTS. · ,., TOP SO L '; [ .~ SLIGHTLY SILTY SANDY · : ~. CRAVEL, W/ OCC. BOULDER '. TO .30", MATERIAL Cr'1S · DENSER W/ DEPIH ~ '..:. MORE SANDY, DRY O. POLYSTYRENE W TO ANY SEASONAL HIGH WATER LEVEL '%~TO ANY BEDROCK OR IMPERMEABLE LAYER TYPICAl_ TRENCH 8EOTION 8CAI ~ NTB ~ ORIGINAQ &~---'"LAC~4ENT ~ ~---ORIGINAL GROUND -GEOTEXTILE FABRIC PERFORATEDPIPE ROOK PER M.O.A. SPECIFICATIONS 8011.8 LOG~°EflCOLATION TEST TEST HOLE PERFORMED FOR: LONNIE & DENISE BROWN LEGAL DESCRIPTION: LOT 2 BLOCK 4 tlSN #7 DATE PERFORMED: 7/l/g8 TOWNSl lIP.RANGE,SECTION: ORGANICS. ROOTS, TOP SOIL //.:J 2.0' '.L 3 ~ ~.~..~- / ~.-/ /:./ ,/ 7 ~..~:~ SUCH~Y SlL~ SANDY CRAWL, ~'~ w/ occ. BOULDER TO ~0'. UATERIAL 8 ~. ~./ c[ts DENSER W DEPTH · · UOR[ SA.DY. / /,/ 13 /." '. :2 ~5 Z.'k?,. . /. '// ~6 ~ ~'~::~ 17 / ~/~/ B.O.T. 17.5' WAS GROUND WATER ENCOUNTERED ? NO IF YES. AT WIIAT DEPTH ? DEPTH OF WATER AFTER MONITORING ? 0 J 7/1/9,~ 4 SLOPE S L SITE PLAN DATE: 7/15/98 19 - 20 PERCOLATION RATE:. 1.4 TEST RUN BETWEEN: (MINUTES/INCH,) PERCHOLE~ DrAMETER: 4,0 FT. AND 4.5 FT. COMMENTS:DUG BY GROENEWEC CONSTRUCTION PERFORMED BY: DEE HIGH 362CRRiD ~f ALL STATE AND MUNICIPAL CUIDELINES IN EFFECT ON l~llS DATE. DATE: * ?'~--~' 36,3TSSAIr