The URL can be used to link to this page

Home My WebLink AboutBENBECCA BLK 2 LT 1A1Benbecca Block 2 Lot 1 A 1 #051-052-70 y Municipality of Anchorage Page —.L 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: PID Number: 4�51 0 5 2 Name: V` LGI/ Wastewater System: New ❑ Upgrade Address: ) c 0 ABSORPTION FIELD Phone: & �, �/ No. of Be dro ms: � ❑Deep Trench ❑Shallow Trench 9 Bed ❑Mound ❑Other LEGAL DESCRIPTION Soil Rating: y Total Depth from originalgrade: GPD/Sq.Ft, Lot: Block: cSubdivision: Depth to pipe bottom from original grade: Gravel depth beneath pipe 0- "" P.� • C /• s Ft. S- Ft. Township: , ��Y/ Range: r Section: Fill added above original grade: Gravel length: / Ft. Sl Ft. WELL: New ❑Upgrade Graveldep4 Number of lines: Distance between lines: 1 3 D Ft. 5 6 Ft. Classification (Private, A,B,C): Tot I(�ef the �O Ft. Cased To: / 8'/ Total absorption area: ✓ Pipe material: V411161, E / Ft. /L 3 0 SQ. Ft.s'/+r 3 d 3 e/ `9;"/d Driller: AY Da�e� y�� : �J / y9/ Static Water Level: /36) Installer: O r3 7 /?A5M0SS0/(4 E/�1 % Date installed: D 9�0 9/g/ Wiu�..�t.S Ft. Yield:�(? Pump Set at: Casing Height Above Ground: TANK .2-nGPM (J /V, 1V,0�if.! Ft. !— Ft. SEPARATION DISTANCES Septic ❑ Holding ❑ S.T.E.P. To Septic Absorption Lift Holding WobNe/Private Manufacturer: Capacity/ in gallons: From Tank Field Station Tank Sewer Lines wG or a % 4r✓K / / 500 Well/05 / /�6 NA �`•/� �� Material: Number of Compartments: Surface��1� NSA �i�� LIFT STATION Water Lotq /V//�� Size in gallons: Manufacturer: Line J C) Foundation "Pump on" level at: p off' level at: High water alarm at: CurtainPump Make del I Electrical Inspections performed by: Drain Remarks: e BENCH MARK Location Tap of 71z cG -S71C 'and lDescription: lj�/YL Assumed El/ l0, 00Ff E,EI�iitV"s Inspections performed by: Dates: 1st 2nd aaLa 9/ Department of Health and Human Services approval Reviewed by: fi ti4 �' 0f��j"i ' fbC``��7` �x-CSS and approved Date: • 72-013 (1/91) MOA 25 Permit No. 54-' i/ o -3-y y Page Z of ')-- Municipality of Anchorage 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 Legal Description: 4, t-�2 , , y PID No.: 9°53'16'_ 314.76 WELL LOCATIOFN_ (SEWER HdUSE P 4 LINE IS INSULATED NDER DIVEWAY/PARKIN EA W 35 PSI I TION. E E .......... f 314.91 f�1 s � ELEVATIONS z' ADDED FILL _ 95' OR[GINAL O GROUND 3, i LEVEL a 93' NO WATER TANK 91.6' 9f.6' TABLE 81' 93.5' 93'2 FIELD U13 A (2/91) MOA 25 SCALE1 1"=(D0' ® - TEST HOLE • - MONITOR TUBE o SEWER CLEANOUT _..."_..,_ - PROPOSED:. WELL ------ PROPOSED* LEACHFIELD FOUNDATION WALL CAP} ASSUMED ELEV = 100,06' ENGINEER'S SEAL y / \ e I SYSTEM LEACH BED k2 ,!w X51 LJI W1500 GAL SEPTIC TANK 9°53'16'_ 314.76 WELL LOCATIOFN_ (SEWER HdUSE P 4 LINE IS INSULATED NDER DIVEWAY/PARKIN EA W 35 PSI I TION. E E .......... f 314.91 f�1 s � ELEVATIONS z' ADDED FILL _ 95' OR[GINAL O GROUND 3, i LEVEL a 93' NO WATER TANK 91.6' 9f.6' TABLE 81' 93.5' 93'2 FIELD U13 A (2/91) MOA 25 SCALE1 1"=(D0' ® - TEST HOLE • - MONITOR TUBE o SEWER CLEANOUT _..."_..,_ - PROPOSED:. WELL ------ PROPOSED* LEACHFIELD FOUNDATION WALL CAP} ASSUMED ELEV = 100,06' ENGINEER'S SEAL y / \ e I tttttJ W cc 0 W N; { a R� W I H 4 w 1 A d a is z 52 i 19 { t i ci,ricliora�e i f L�,i iCil4i �x { i atlEMAcet { i s { �vp J a Q � � 1 j i i s vV i s tttttJ W cc 0 W N; { a R� W I H 4 w 1 A d a is z 52 i a 7 to •d LiPV89L£ DNII"II�Ja SWVI11IM .skit U4 4� { t i ci,ricliora�e i f L�,i iCil4i �x { i atlEMAcet { i s { 0 i 0 0 0 0 0 0 o a j i i s i i s 4. � � a � � � w w w141. w w w w IL a 7 to •d LiPV89L£ DNII"II�Ja SWVI11IM .skit U4 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:SW910244 DESIGN ENGINEER:EAGLE RIVER ENGINEERING SERVICES OWNER NAME:REEVES STEVE OWNER ADDRESS:905 MULDOON ROAD, A57 ANCHORAGE, ALASKA 99504 PARCEL ID:05105261 LEGAL DESCRIPTION: BENBECCA LT 2 LOT SIZE: 199160 (SQ. FT.) NUMBER OF BEDROOMS: 5 THIS PERMIT: 5 THIS PERMIT IS FOR THE CONTRUCTION OF: DISPOSAL FIELD /SEPTIC TANK / WELL SYSTEM ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH: DATE ISSUED: 8/21/91 EXPIRATION DATE: 8/21/92 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 FOLLOWING SPECIAL PROVISIONS. SPECIAL PROVISIONS: RECEIVED ] ISSUED BY t2n DATE:.. 014519) DATE: -2 ' �� Louis Butera, P.E. Registered Civil Engineer August 14, 1991 John Smith, P.E. Manager, On -Site Services Municipality of Anchorage P.O. Box 196650 Anchorage, AK 99519 Re: Ben Beca, Lot 2 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, due to large lot size and capacity. 4. Drainage will not be effected and is not a major consideration in our design. We would like to place bed area over test hole #2 which will be compacted and additional bed area added - (30 ft2) to compensate for test hole. This would be the best location for the bed. If you have any questions please call our office at 694-5195. Sincerely, Louis Butera, P.E. P.O. Box 773294 • Eagle River, Alaska 99577 • Telephone (907) 694-5195 • Fax (907) 694-3297 SPECIFICATIONS FOR ON-SITE SEPTIC SYSTEM LEGAL: LOT 2, BEN BECA 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 or modified 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. B. BED 1. The bed is to follow the natural land contour to maintain uniform total depth of the bed bottom. 2. The bottom of the bed shall be level, plus or minus 1.5". 3. The total depth of the bed excavation is not to exceed 2.5' at any point. Reference ground surface at test hole. 4. The sewer line is to be insulated under driveway area. 5. The bed 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 bed is to be finish graded to prevent ponding of surface water runoff. 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: TOTAL DEPTH = 2.5' GRAVEL DEPTH = 6" under pipe, 6" over pipe BED LENGTH = 51' BED WIDTH = 30' SOIL RATING = 0.5 GPD/ft2 BEDROOM CAPACITY = 5 SEPTIC TANK SIZE = 1,500 gallon Twenty-four (24) hours notice required for all inspections. Inspections are: 1. Open excavation 2. Excavation with gravel, pipe and tank set EAGLE RIVER ENGINEERING SERVICES P. O. Box 773294 EAGLE RIVER, ALASKA 99577 Phone 694-5195 5 JOB Ben Beca Lot 2 SHEET NO. CALCULATED BY L.B. CHECKED BY sr.Al F PROOIICT 291 � Inc., Craton, Masa 01471. 91-114 OF DATE 08/14/91 DATE _ N 8953'16" M \ / WELL +200' NO SURFACE WATER NO KNOWN CURTAIN DRAINS ADJACENT WELL 113'@ S73' 23'W OF N/E LOT CORNER I'1 ® — TEST HOLE • — MONITOR TUBE o — SEWER CLEANOUT — PROPOSED WELL ----- — PROPOSED LEACHFIELD WELL 8c SEPTIC SITE PLAN LEGAL: LOT 2, BEN BECA SUBDIVISION OWNER: REEVES CONTRACTOR: OWNER JOB # 91-1141 DATE: 08/14/91 SCALE 1" = 60' EAGLE RIVER ENGINEERING SERVICES P.O. Box 773294 EAGLE RIVER, AK. 99577 (907) 694-5195 FAX: (907) 694-3297 tii PROPOSED WELL PROPOSED ORIGINAL LOCATION SYSTEM LEACH BED t WELL -_-� <<�9 +200' z 3 cn a� TG #2 5 BR HOUSE o �W u, .-• fU PROPOSED 1500 GAL SEWER LINE TO BE INSULATED C. I0 SEPTIC TANK UNDER DIVEWAY/PARKING AREA t� ITH 2' 35 PSI INSULATION. TH #1 PROPOSED REPLACEMENT ------- LEACH AREA (2 @ 5' WIDE x 51') M \ / WELL +200' NO SURFACE WATER NO KNOWN CURTAIN DRAINS ADJACENT WELL 113'@ S73' 23'W OF N/E LOT CORNER I'1 ® — TEST HOLE • — MONITOR TUBE o — SEWER CLEANOUT — PROPOSED WELL ----- — PROPOSED LEACHFIELD WELL 8c SEPTIC SITE PLAN LEGAL: LOT 2, BEN BECA SUBDIVISION OWNER: REEVES CONTRACTOR: OWNER JOB # 91-1141 DATE: 08/14/91 SCALE 1" = 60' EAGLE RIVER ENGINEERING SERVICES P.O. Box 773294 EAGLE RIVER, AK. 99577 (907) 694-5195 FAX: (907) 694-3297 SOILS LOG MUNICIPALITY OF ANCHORAGE PERCOLATION DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION TEST 825 L. Street, Anchorage, Alaska 99501 264.4720 SOILS LOG — PERCOLATION TEST DATE PERFORMED: PERFORMED FOR: '8O�ir"e %i�✓ 5�/-Z lf- S—Fr79Y T/Sn/ R Iw SeC- LEGAL DESCRIPTION: L o 7t oZ 'ae N d e « Sa 6 u. SLOPE SITE PLAN 2 D• 3 4 -� 0 'o 5 ,oma 6 ' - v 7 0 8 9 ' •o r 10 0; . O� r (, 12 r 7—/ b•• ..O 13 14 ( G r'') /oo.f6! Grey (G'''" ) livtr. w�f9, 8...rl . s111A �o..rcNr .r7eor-4 WAS GROUND WATER ENCOUNTERED? OF' Al 16 A 17 *m49TH (O�.0 6if 0 io 18 j.. ...,..... �. vo Louis A. t3utera J 19 CE -6-136 e� ` YE -S IF YES, AT WHAT %cZ 6 DEPTH? Ar-iee 7 0-a HJ. S L O P E gDate Reading Gross Net Time Time Depth to Water Net Drop SOAK II /� ROFESS\O ,�'w 2U ��°�'t►-®~ PERCOLATION RATE 3g 3 (minutes/inch) /8S �d� TEST RUN BETWEEN y FT AND ___._.s - FT �y7 /C I'rA />,! i.f it 46 , 7'�r ,6ec-* ?''y/pt s'Cje tic COMMENTS �Y?O NitO Y Tu 6e i xbt /lett T f% yo o✓a yr -r PERFORMED BY: raght River CERTIFIED BY: DATE: P. 0. Box 773294 Eagle River, AK 99577 72.008 (6/79) 6945195 1< SOILS LOG MUNICIPALITY OF ANCHORAGE I� PERCOLATION DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION TEST 825 L. Street, Anchorage, Alaska 99501 264-4720 SOILS LOG - PERCOLATION TEST PERFORMED FOR: V><'GJ _DATE PERFORMED: LEGAL DESCRIPTION: 1+G(� � La -r Z SLOPE SITE PLAN %N,7 1 °Q:• °' ►'-`�' (fin) �I�� , Sd�ID�{ 2 3- 4 4 • v-.4 5 U 6 0. 8- 9- 10 9 10 O_G. 12 =� 0- F 13 42A�Yet.. w/ Neta► 13 4za W 1.� Ga ta`2 ((,M) Gv-e'-f -saN bLJ c, Z AY EL WITH Sctf- CLhll 15 16- 17- 6 17 §'� tT` Loris A. (:-uterp t �J 18- 19- 20 8 20 COMMENTS T4 -*.R PERFORMED 72-008 (6/79) WAS GROUND WATER ENCOUNTERED? S L O P IF YES, AT WHAT E DEPTH? `7 CAL' t'10 k1 i -rn o PER Reading Date Gross Time Net Time Depth to Water Net Drop sop�t� ■lfll oilMEN 57ALk, 91 3 :40:oo 10 MIA 3o �6 t1 i 1��1(N 2 5A001 so I0nt4 3o 6/o'' 3 TA001 -4:o4-.00 1011N �n11=21011111109 30 3/"'i OMEN E0i ■Eli mow ME■100111 IN MIN Em M 1011110 mmo ■��1�N 10111 IN NEMMMil�C■ii�i 11imon, MM S L O P IF YES, AT WHAT E DEPTH? `7 CAL' t'10 k1 i -rn o PER Reading Date Gross Time Net Time Depth to Water Net Drop sop�t� 1 57ALk, 91 3 :40:oo 10 MIA 3o �6 t1 i 1��1(N 2 5A001 so I0nt4 3o 6/o'' 3 TA001 -4:o4-.00 loh 1 30 3/"'i PERCOLATION RATE TEST RUN BETWEEN (minutes/inch) FT AND 3' Z FT CERTIFIED BY: DATE: