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Home My WebLink AboutSAMPSON ESTATES BLK 1 LT 6safx\pwyw,v*\ O`Fu°Icn IMF 11 ()51,WW'I aao aq 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 Permit Number: ,4V `I 7 o;2, S PID Number: 05—/ F -7- Y Name: r L L�;l, � <." � z Wastewater System: XNew ❑ Upgrade Address:'7.�32 �•/T7�, �QN� C� yG �.vGr A ABSORPTION FIELD Phone: No. of Bedrooms: -/ (Deep Trench ❑ Shallow Trench ❑ Bed ❑ Mound ❑ Other LEGAL DESCRIPTION Soil Rating: ra / Total Depth fCT, O 5T original grade: ' O GPD/Sq.Ft. LbennJeath Lot: / Block: .9 Subdivision: Depth to pipe bottom from original grade: Gravel depth beneath pipe S Ft. a' Ft. Township: Range: - Section: Fill added above original grade: Gravel length: 7 7 Al- W . e7 Ft. Ft. WELL: 0New ❑ Upgrade Gravel width: Number of lines: 1 Distance between lines: vA 3 Ft Ft. Classification (Private, A,B,C): Total Depth: Cased To: Total absorption area: Pipe material: (/C 7 / v<rTG V V1.c?i•F[. 2d/. 2 S Ft. O/ SD. Ft. Driller: Date Drilled: Static Water Level: '10 Installer: e'/r` S Date installed: 9- - Su/l t•H W,0 -<. we-/ys 9-•�-s / FL i Ex— 9% —0 09 Yield: Pump Set at: Casing Height Above Ground: O GPM UP1/(N Ft. :2 -TANK Ft. SEPARATION DISTANCES Vseptic ❑ Holding ❑ S.T.E.P. To Septic Absorption-11ati Holding Public/Private Manufacturer: Capacity in gallons: From Tank Field Tank Sewer LinesWell l// r(%� /1/fi }/Ovi Material: 5�.�t` Number of Compartments: Surface LIFT STATION ///� I ,vA Lot .zZ i rQ i 3�� Size in gallons: Ma rer: Line Foundation N� "Pump on" level a "Pump off' level at: gh water alarm at: Curtain �/� Pump Make & Model Electrical Inspections performed by: Drain BENCH MARK Remarks: Location and Description: Assumed Elevation: FtEN,SSg?l . ��$t t{, a S'o. a06asn Btcs¢gm G•,',. {P 3gj . Ea14 1 1 1F� 6 1st 4i'�y aFyvip6 ataaas,cmarc Inspections performed by: Dates: 2nd?'97 ri : Louis A. Bviera �c4 —'i'- g F r +a CE -6736 1F``tie�¢••s>»40 Department of Health and Human Services approval 0' y4a' Reviewed and approved by: �� y� C '- l �� Date: 0.10 72-013 (Rev. 9/91) MOA 25 I.I. J o U ca ro e a GO O T: LIJ ? U �a N A « Permit No. SW970255 Page 2 of 2 Municipality of Anchorage DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.D. Box 196650 • Anchorage, Alaska 99519-6650 • Telephone: 343-4744 On -Site Wastewater Disposal System and/or Well Inspection Report Legal Description SAMPSON ESTATES BLK 1, LT 6 PID No. 0rlkD- 't GOB �2.58a ELL LOC 2 124.3 A N 2 3 N GPRPGE 4 a HD6SE £ SWING TIES SEPT1250 GAL �1" TANKIC� 3j F-NCN A -C = 109.9 B -C = 138. 3 D �TH20 A -D = 122.7 o' 0TH1 B -D = 168.7 SCALE 1"=60' ® — TEST HOLE •— MONITOR TUBE o — SEWER CLEANOUT — WELL — LEACHFIELD ELEVATIONS NU LOT CDR REBAR (NOT TO SCALE) ASSUMED ELEV = 106.84 9/9/97 ORIGINAL ENGINEER'S SEAL GROUND ooOOOp�� FILLLEVEL AT+ o`er OF q�opQ 99.0 �P�� ........... �S�Q� .3' 49 T ... .... TANK O D 97.2 6.9 96.7 96.7:.:..........................0 O '.LOUIS A. B U T E R A ." �O QO'. CE -6736 90.2 a44��4400��6PQo ADDRESS + `J } Sol /y 11, [A NrT I- FW'15 L LEGAL DESCRIPTION S407to S ,&3 CS 7' • I4 L IC � � �. DT! b PERMIT NUMBER 4 %OA SSDate of Issue, - TAX INDENTIFICATION NUMBER ° - """"` well located at approved permitocation? G(es C] No r `Method of Drilling: ir rotary ❑ cable tool Depth of well: Casing Type STEEL Wall Thickness So inches ' 3 ' Diameter b inches, depth o?D 1 feet Liner Type: ri 4.4 E Casing Stickup Above Ground:. feet Static Water Level (from ground level): / feet Pumping level: feet after hrs. pumping gpm Recover Rate: oZ o d gpm Method of Testing: )9 1 A. Well Intake Opening Type: ❑ Screened; Start feet Stopped feet ❑ Perforations Start : x - feet . Stopped Tfeet Grout Type: &L JTD A) t rZ Volume oR 5 Depth: from 0 feet, to feet Pump Intake Depth: Pump Size hp Brand Name Well Disinfected Upon Completion? ores ❑ No Method of Disinfection: C/11.aAi.Jh T)Q644971 SnsP�ii'� Ove oC 9jRD46rJ ALT 7 AQAjeL SA -00 6,1A AJr4- d4dr 41)Y I I - 50004 6,t04.1c'Z i�L P 30 1997 Drillers Name It is the responsibility of the property owner to submit a copy of the well log to the proper authoi ora' 'Oe: Department of Health & Human Services and/or Department of Environmental Conservation. MatSu Borough: ner tof Environmental Conservation. 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:SW970255 DATE ISSUED: 8/13/97 DESIGN ENGINEER:EAGLE RIVER ENGINEERING SERVICES EXPIRATION DATE: 8/13/98 OWNER NAME:LANCE, CRAIG AND LESLIE OWNER ADDRESS:9732 NILTINA LANE EAGLE RIVER, ALASKA 99577 PARCEL ID:05182224 LEGAL DESCRIPTION: SAMPSON ESTATES BLK 1 LT 6 LOT SIZE: 40659 (SQ. FT.) NUMBER OF BEDROOMS: 4 THIS PERMIT: 4 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: PROPOSED RESERVE TRENCH MAY NOT BE LOCATED LESS THAN 35 FEET FROM A CHANGE IN SLOPE TO GREATER TH 25% C RECEIVED BY: DATE: ISSUED BY: �///% !%T'�✓ t�'rr^c f' DATE: �) —13'- �' Eagle River Engineering Services Louis Butera, P.E. P.O. Box 773294 (907) 694-5195 tel Eagle River, AK 99577-3294 (907) 694-3297 fax July 29, 1997 Jim Cross, P.E. Manager, On -Site Services Municipality of Anchorage P.O. Box 196650 Anchorage, AK 99519 Re: Sampson Estates Lot 6, Blk 1 Narrative & Permit Application Dear Mr. Cross: The proposed septic upgrade will have very limited impact on adjacent properties for the following reasons: The surrounding lots are large and all wells are locate to the North, allowing sufficient room for septic sites. 2. Immediate neighboring septic systems are all +30' distance. 3. Reserve space is adequate for 2 trench systems as shown on the siteplan. 4. Drainage will not be affected and is not a major consideration in our design. We are requesting a 15' variance to the usual 50' code setback to a change in slope of greater than 25% for the reserve septic trench. The neighboring well radii are such that we are forced to place the trenches at this distance from the slope as shown on the site plan. The slope is fully vegetated and undisturbed and is not excessive. The location of the leachfield at 35' would not in our opinion compromise the effectiveness of the leachfield or cause effluent surfacing. If you have any questions please call our office at 694-5195. Sincerely, Louis Butera, P.E. \1997\97 -036 -Nair Eagle River Engineering ,Services Louis Butera, P.E. P.O. Box 773294 (907) 694-5195 tel Eagle River, AK 99577-3294 (907) 694-3297 fax Sampson Estates Lot 6 Block i - 07/29/97 Single Family 4 Bedroom Dwelling LEACHFIELD SIZING 4 BR = 600 gpd Soil perc rate = 18.5 minutes/inch Soil acceptance rate = 0.6 gpd/SF Required absorption area =I 000 SF Use a trench with 6.5' of gravel, 77' long, 3' wide trench OF "Oas"; - "497 'z s ........ ;�\i f; l��Nl�pi\\Y9; It louis A. Svla'a % G:\WPDOCS\1997\97-013-CAL 1 Eagle River Engineering Services Louis Butera, P.E. P.O. Box 773294 (907) 694-5195 tel Eagle River, AK 99577-3294 (907) 694-3297 fax SPECIFICATIONS FOR ON-SITE SEPTIC SYSTEM LEGAL: Sampson Estates Lot 6, Blk 1 7/29/97 A. 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. The excavation is to be exactly in the area shown on the site plan, any deviation requires engineer approval. B. SEPTIC TANK 1. The septic tank shall be a minimum capacity of 1250 gallons and be of MOA approved design. C. TRENCH 1. The trench is to follow the natural land contour to maintain uniform total depth of the trench bottom. 2. The bottom of the trench shall be level, plus or minus 1.5". 3. The total depth of the trench excavation is not to exceed 9' at any point. 4. The effluent line within the trench shall be laid level within 0.03'. 5. The trench gravel is to be covered with typar fabric material. 6. Soil or combination of soil and extruded board insulation to a depth of 3' or equivalent is to be placed over the leachfield. 7. The area over the trench is to be finish graded to prevent ponding of surface water runoff. RECOMMENDED LEACHFIELD DIMENSIONS: TOTAL DEPTH= 9' GRAVEL DEPTH = 6.5' under pipe, 2" over pipe TRENCH LENGTH= 77' TRENCH WIDTH= 3' SOIL RATING= 0.6 GPD/ft2 BEDROOM CAPACITY= 4 SEPTIC TANK = 1250 Twenty-four (24) hours notice required for all inspections. \1997\97-036-spc NO SURFACE WATER NO KNOWN CURTAIN DRAINS WELL/SEPTIC SATE PLAN LEGAL: Lot 6 BK 1 SAMPSON ESTATES OWNER: LANCE CONTRACTOR: N/A SCALE 1" = 60' JOB 97-036A DATE: 07/31/97 EAGLE RIVER ENGINEERING SERVICES P.O. Box 773294 EAGLE RIVER, AK. 99577 (907) 694-5195 FAX: (907) 694-3297 ® - TEST HOLE • - MONITOR TUBE 0 - SEWER CLEANOUT - WELL - EASEMENT - PROPOSED LEACHFIELD EXISTING LEACHFIELD ��. OF, q49jo Ag ttt sem' TH� �, •� LOUIS A. 6UTERA �,,�� • CE -6736 0 Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 " U' Street, Anchorage, Alaska 99502-0650 SOILS LOG — PERCOLATION TEST r ••• v �• •'� �' R M��YIYY• �•� •NNW � s t• •N •i1•••tl P•d• T • Louis A. Butere 44 �e CE -6736 3 4 6 PERFORMED FOR: DATE PERFORMED:! LEGAL DESCRIPTION: G.M So 444eS %04 S'Bk:/Township, Range, Section: SLOPE SITE PLAN 1 2 /Li) 4 I y �ia-i, Stingy/v2nY 1 Gi¢ns2 Haar bo'!-om 5- 6 s 5r-ey 7 r 8 9 �l H Tk j WAS GROUND WATER 10 f+ ENCOUNTERED? �e S i II L IF r YES, AT WHAT 0 0 3 io j DEPTH? P 12 a E 1 Depth to Water After 13Yom• / Monitoring? Date.. 14- 15- 16- 17 4151617 1i 18 U0 -H ale 19 7 Reading Date Gross Time Net Time Depth to Water Net Drop Preso� Z as 1 7-34,--12 I c7:( 6 3 4 6 aZ I I v 30m:n V,b 16 3 I v. So 3' 14 ti i 30,„. 6 ,6 s I I n %'X6 .6 20 PERCOLATION RATE I �' (minutes/inch) PERC HOLE DIAMETER TEST RUN BETWEEN FT AND FT COMMENTS floiE / "tisso is,- zr-.w7' PERFORMED BY: Flt f I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 72-008 (Rev. 4/85) 0 Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG — PERCOLATION TEST or Al � �y'^.'eeows.oeee� Lou% A. iSufore se CE -6736 eo PERFORMED FOR: G-clNGe DATE PERFORMED: 7—x8-77 LEGAL DESCRIPTION:!0Md'fcnEsia�SLu��1310�� I Township, Range, Section: TN z 1 2- 3- 4- 5 3a 5 iI I� 6 1 7 I I 9-11 4w 10 r 11 d 12 ! ;I 13 L 14- 15- 16- 17 a151617 18 19 20 COMMENTS rll�:5r' orya�;c-Te�Su� � �&M ) 51,14 a I %h 5A d , NO WT- encouA-�eled. Ver�11yY dense nQar 6o oM 5 re.Y f3o+I•oin o-.' X01 e SLOPE WAS GROUND WATER /� O ENCOUNTERED? �/� SITE PLAN r_� 6" PERCOLATION RATE I (minutes/inch) PERC HOLE DIAMETER i t TEST RUN BETWEEN FT AND FT PERFORMED BY: f2 %� T I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: �A 72-008 (Rev. 4/85) S IF YES, AT WHAT N/ADEPTH? L D P E gepth to Water After Monitoring? 9E gate: SITE PLAN r_� 6" PERCOLATION RATE I (minutes/inch) PERC HOLE DIAMETER i t TEST RUN BETWEEN FT AND FT PERFORMED BY: f2 %� T I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: �A 72-008 (Rev. 4/85)