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HomeMy WebLinkAboutSEAVIEW HEIGHTS BLK 1 TR 2�UJLO oil lk�f oj 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: -5LV 9 H 03 yS PID Number: 01 ( Z 9107 Name: Carl >r Co rinn e Car lsoo Wastewater System: ❑ New 19 Upgrade Address:ABSORPTION S993 d W. 0rmonol (3 (vc(, A•nch Ak 99510 FIELD L:xlsrlry Phone:No. 2 r'( 3 -e'/ 7S_3 of Bedrooms: - ❑Deep Trench ❑Shallow Trench 1:1 Bed ❑Mound ❑Other LEGAL DESCRIPTION Soil Rating: Total Depth from original grade: GPD/S . Ft. Lot: Block: Subdivision: Depth to pipe bottom from original grade: Gravel depth beneath pipe Traci Z ii(UGfT l Sea view (flS Ft. Ft. Township: Range: Section: Fill added above original grade: Gravel length: FL Ft. WELL: r--X(S% ❑ New ❑ Upgrade Gravel width: Numberoflines: Distance between lines: Ft. Ft. Classification (Private, A,B,C): Total Depth: Cased To: Total absorption area: Pipe material: Ft. Ft. SO. Ft. Driller: Date Drilled: Static Water Level: Installer:- 'TfiNk ONLY Date installed: Ft. Carl's EKCavahA 9 / (6 / 9 y Yield: Pump Set at: Casing Height Above Ground: TANK GPM Ft. Ft. SEPARATION DISTANCES 9Septic ❑Holding ❑S.T.E.P. To Septic Absorption Lift Holding Public/Private Manufacturer: Capacity in gallons: From Tank Field Station Tank Sewer Lines Anctiora e Tan h` 1000 Well- Material: Number of Compartments: Wateer > (00 LIFT STATION nl.A4. Lot r Size in gallons: Manufacturer: Line S'S' FoundationS3 f "Pump on" level at: "Pump off' level at: High water alarm at: Curtain Pump Make & Model Electrical Inspections performed by: Drain Remarks: [({w S e12 fie %un Gc In-( - BENCH MARK {r a rover,( ae,-tn f', O(a� /cunk Location and Description: 4SOL9 Aar (% S(u6 a nOr!-h ('Orn{r o,f I ut" {off Qn0/ �((>� u�. COnCrele fo ho cre ora 4e Assumed Elevation: a ((a w wcly k (fn e /o creA-rir, r7' rr etg 1 C. 100 . O Ft n"'aftoa (u CPG/ vuer rr/U/fc line under c.,(rf'rie 2�t fns. ENGINEER'S SEAL (G CPQ ✓{r {-uA k, (.ifs ChLlr ? (L!M p nlGv 12ike n lr7 AveAja � SQQrdC/$ �l f iTI Pr, P / Inspections by: F(al- Tech. Svc. Dates: 1st 9 / �6/ 9y w y +� �'', ': performed ,♦lf.0�/1/1l01. 1.1.1. 1!••0.••'-h0.: 2nd I,J/✓./�/'�',-''u.V_ (11rI.'.•.1�111101111P11 °�; HEU Ufi3 'r. mGORE Department of Health and Human Services approval;, CE 35139 R°4 Reviewed and approved by: A Date 72-017 (Rev. 9/91) MOA 25 PERMIT NO: SW940345 PAGE 2 OF 2 PID NO: 01129107 „c„ O NEW 1000 GAL SEPTIC TANK EXISTING SEEPAG PIT C.O. o° pq VRD oR�VR Q. TB "A" ' FkjST/ WELL , , X36 ..8.. oRM yOUSR SWING TIES: �, FROM: COR "A" COR "B" TO: S.T. C.O. "C" 84' 114' PLAN VIEW SCALE: 1" = 30'- 0" ;J,' Tci,� 2' SOIL COVER ���0yyyY: 2" RIGID INSULATION ..}y�{(;4 fffl 0Y04l01!1A940004p g3.p{.t; e THEODO,,E F. MOORS 1000 GALLON iINLET.�7p�,,1ft�,. a, :: „Y•. CE - 3539 •+.f.,.+.�• OUTLET SEPTIC TANK INV. 92,2' INV. 92.5' ?At* TR. 2, BLK 1, SEAVIEW HTS. S/D SEPTIC TANK REPLACEMENT PROFILE VIEW AS-BUILT INSPECTION REPORT VERT. SCALE: 1" Jr1-0 If -0" FLATTOP TECHNICAL SERVICES SCALE: AS-SHOWN 14530 ECHO STREET DRAWN BY -fFM ANCHORAGE, ALASKA 99516 NOVEMBER, 1994 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 WASTEWATER DISPOSAL SYSTEM (UPGRADE) PERMIT PERMIT NUMBER:SW940345 DATE ISSUED: 9/16/94 DESIGN ENGINEER:FLATTOP TECHNICAL SERVICES EXPIRATION DATE: 9/16/95 OWNER NAME:CARLSON CARL & CORINNE A OWNER ADDRESS:5930 W DIMOND BLVD ANCHORAGE, ALASKA 99510 PARCEL ID:01129107 LEGAL DESCRIPTION: SEAVIEW HEIGHTS BLK 1 TR 2 LOT SIZE: 71550 (SQ. FT.) NUMBER OF BEDROOMS: 3 THIS PERMIT: 3 THIS PERMIT IS FOR THE CONTRUCTION OF: SEPTIC TANK 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) . 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: ool RECEIVED BY:!/��`'l DATE: ISSUED BY: 4zC� ✓% Jz- �� T-_ DATE: i- /G - qv— MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND HUMAN SERVICES PO BOX 196650 ANCHORAGE, ALASKA 99519 343-4744 HAND WRITTEN PERMIT Permit Number: SW` 342 - Date Issued: l-/64 Design Engineer: FI-477VP TEci-r, Socn� Owner Name: 6g2L. � COR/NNS 9-6A/7LfoN Owner Address: p,0. Bi[ /0018'4 /9.V CKURA6 R1 A& 7905-/o Permit Type: 5epr�c t'I4^lc LrPG C'i9Df_ Expiration Date: Day Phone: 2¢3-G/7S Parcel ID: 0/1-17/-/1P TI'i Lot Legal: Subdivision: Sf-Av/f-cv NC/Gk%S I�o-t: 2 Block: Section: 9 Township:/2 ti Range: ¢ w Lot Size: 71,,5-3o (sq.ft. or acres) Max Bedrooms: This Permit: 3 Total. Capacity:3 SEPTIC TANK: Minimum septic tank capacity: gallons. Each septic tank must have at least 2 compartments, insulation is required if depth to top of septic tank(s) is less than 4.0'. Lift stations require an appropriate electrical inspection. WELL LOG: A copy of the well log must be sent to DHHS within 30 days of the well's completion. I CERTIFY THAT: 1. I will install the on-site sewer system and/or well in accordance with all codes and regulations of the Municipality of Anchorage (MOA) and State of Alaska , and in compliance with the design criteria of this permit. 2. I will adhere to all MOA and State of Alaska requirements for separation distances from any existing well, septic system, or surface water on this or any adjacent or nearby lot. 3. I understand that this permit is valid for a single family dwelling with a maximum of bedrooms. I also understand that any enlargement will require an additional permit. 4. I understand this permit is issued for 365 days and expires one year from the date of issue. 5. I will otify D HS prior to all inspections by the engine/dr or14-�114driller. SIGNED: DATE: (owner/designee) / �/� ISSUED BY:� G DATE db/115 CIVIL & ENVIRONMENTAL ENGINEERING • ENERGY CONSERVATION & ANALYSIS THEODORE F. MOORE, P.E. 14530 ECHO ST. PH: (907) 345-1355 September 15, 1994 ANCHORAGE, ALASKA 99516 M.O.A. DHHS P.O. Box 19-6650 Anchorage, AK 99519 Dear Sill: The purpose of this letter is to provide the required design narrative in support of our application for a permit to replace a collapsed septic tank on Lot 2, Block 1, Seaview Heights S/D, located at 5930 West Dimond Blvd. A site plan and specifications are enclosed for your review. The original fiberglass septic tank has collapsed leaving a significant hole in the front yard. A waiver was noted on the original permit allowing the original tank to be 50 feet from the well. The location of the proposed replacement tank was chosen to be 100 feet from the well, thereby eliminating the need for a waiver. The topography of the lot in the area of the proposed construction slopes downwards towards the north at approximately 5%. The proposed project will have no impact on present or future water supply and wastewater disposal systems serving adjacent properties, nor will it have any impact on reserved space/surface and subsurface, or on drainage. Please give me a call at 345-1355 if you have any questions on this submittal. Sincerely, Ted Moore, P.E. LOT 3 SEPTIC SYST LOT 2, BLOCK 1 SEAVIEW HEIGHTS EXISTING S EEPAGE f' o . 0 , R p XISTING F INSTALL DOUBLE C.O. NEW 1000 GAL SEPTIC TANK --PTIC TANK%INS )BE M DONED i r LOT 1 (VACANT) WELL r r 20 40 .r :r 100 rr FEET Flattop Technica(Services 14530 Echo Street, Anchorage, AK99516 Phone (90 7) 345-1355 Lot 2, Block 1, Seaview Heights S/D 5930 West Dimond Blvd. Septic Tank Replacement Specifications 1.0 General: 1.1 The scope of the project consists of abandonment of an existing collapsing 1000 gallon fiberglass septic tank and installation of a new 1000 gallon septic tank outside the 100 foot well radius. 1.2 Construction shall be as depicted on the approved site plan. Minor deviations from these drawings may be allowed or required by the engineer conducting the inspections. All construction procedures and material specifications shall conform with Municipal and State requirements. All separation distances shall be in conformance with Municipal requirements, unless specifically waived. 1.3 The contractor shall be responsible to obtain any necessary utility locates, and to work around any buried utilities. 1.4 The contractor shall provide adequate cover material and rough grading over all system components to ensure that proper drainage is achieved after settlement and that there are no residual depressions. Insofar as possible the contractor shall minimize damage to trees and existing lawn areas. 1.5 Unless specifically agreed otherwise, the homeowner shall be responsible for finish grading after the soil is compacted, as well as placement of topsoil and reseeding all areas disturbed by the construction. 2.0 Septic Tank: 2.1 The existing collapsing fiberglass septic tank is to be properly abandoned by thoroughly pumping, removing its top and backfilling with gravel, to allow the new waste line to be laid through the area of the original tank. 2.2 The new 1000 gallon, 2 compartment septic tank shall be Municipally approved and shall be set level on undisturbed soil. Each compartment shall be equipped with a watertight manhole cover and a 4" cleanout. If the tank is buried less than 4 feet, it shall be insulated with 2 inches of approved burial type, rigid insulation. 2.3 All pipe connections to the tank shall be equipped with waterproof mechanical couplings. The waste line from the residence to the septic tank shall have a minimum slope of 1/4"' per foot, and the waste line between the tank and the soil absorption system shall have a minimum slope of 1/8" per foot. A cleanout shall be installed within 5 feet of the building foundation, and a double cleanout shall be installed within 5 feet downstream of the septic tank. 2.4 The portion of the waste line that passes underneath the paved driveway shall be insulated with 4 inches of rigid insulation. The discharge line from the septic tank shall be plumbed into the top of the existing seepage pit. 3.0 Inspections: 3.1 The septic tank requires one inspection after it is set level and the piping connected, but prior to backfill. GREG I EK ANCHORAGE AREA HORWort Department of Environmental Quality i tl 3330 C Street Anchorage, Alaska 99503 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM NAME (r� CI -Er 15.0 —MAILING ADDRESS 0 y /2 PHONE Z77 -523S< LOCATION LEGAL DESCRIPTION Sen Vi` Pt�t B I /(- ! Tp-*(.�- 2 - SEPTIC TANK: DISTANCENUMBER OF FROM WELL MANUFACTURER 5`t>t5•e �i MATERIAL e. ` �G�-S _ COMPARTMENTS—�– INSIDE LENGTH — . INSIDE WIDTH LIQUID DEPTH LIQUID CAPACITY e 00 GALLONS. SEEPAGE PIT: � , t NUMBER OF PITS—_�. DIAMETER OR WIDTH, LENGTHB2, DEPTH z' LINING MATERIAL r : C CRIB SIZE: DIAMETER _':�L DEPTH fit'' DISTANCE FROM: WELL TOTAL EFFECTIVE -3 BUILDING FOUNDATION— NEAREST LOT LINE _ . ABSORPTION AREA (WALL AREA) _Z�_1—SQ. FT. ADDITIONAL ABSORPTION -I L Uf 'Yl-exi ho5.0 'f V 0 un Cv^I b +2) W l0f'NP6"' WELL: TYPE FL9©S`ec' CONSTRUCTION BUILDING NEAREST FOUNDATION LOT LINE CESSPOOL OTHER SOURCES APPROVED DISAPPROVED DISTANCES: I--) IL - INSTALLED BY: I C PIPEMATERIAL: Las'I- I('°�' LOT SLOPE: Nf)u F✓�w5 �J REMARKS: Uh e c_ Ni.. rn_nzi NEAREST SEWER LINE REMARKS DEPTH — DISTANCE FROM: SEPTIC SEEPAGE TANK_ SYSTEM . DIAGRAM OF SYSTEM i t+ Uv' DATE /1/ 125- APPROVED —D -a G.A.A.B. GRE; : OLNCHORAGE ARRA BO. DEPARTMENT OF ENVIRONMENTAL QUAL 3330 "C" STREET ANCHORAGE, ALASKA 9' TELEPHONE 274-4561 W e L.L, SEWAGE DISPOSAL SYSTEM n- APPLICATION AND PERMIT NAME OF APPLICANT IO_V' ')vVr 0 MAILING ADDRESS `Km / M ONE INSTALLATION LOCATION P. S4PJ� ,V. OAJ DI MP P. �S LEGAL DESCRIPTION / INSTALLATION OF: SEPTIC TANK SEEPAGE PITDRAIN FIELD OTHER _ TYPE AND SIZE OF FACILITY TO BE SERVED - I^� ! 7 FINANCED THROUGH - TO BE INSTALLED BYZi_ �J 501E TEST RESULTS-- v NOTE: THIS PERMIT IS NOT VALID WITHOUT SOIL TEST COMPLETION DATE ANTICIPATED FINAL INSPECTION: 24 HOUR NOTICE REQUIRED. BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION BY THE DEPARTMENT OF ENVIRONMENTAL QUALITY AUTHORITY WILL BE SUBJECT TO PROSECUTION. JL SEPTIC TANK SIZE 1 DDD TYPE _ SEEPAGE AREA SIZE A. MINIMUM DISTANCES, REQUIREMENTS FOUNDATION TO SEPTIC TANK FOUNDATION TO SEEPAGE PIT . DRAIN FIELD -. � ! SEPTIC TANK TO SEEPAGE PIT WALL � _ SEPTIC TANK-- SEEPAGE PIT®!. DRA WELL TO SEPTIC TANK • AGE N IELD TO NEAREST LOT LINE. f f „ , �/sc�/�,r/'1 � (,IV/.,/'►_y._ -S E�EPE PIT DRAIN FIELD ALSO CONSIDER AREA WELLS. WATER MAIN TO SEPTIC TANK SEEPAGE PIT DRAIN FIELD SEPTIC TANK, SEEPAGE PIT DRAIN FIELD TO RIVER, LAKE, STREAM. CAST IRON INTO AND OUT OF SEPTIC TANK AND INTO CRIB CROSSING GAP OF EXCAVATION 5 FEET INTO UNDISTURBED SOIL. 4 INCH DIAMETER CAST IRON SIPHON PIPES ON SEPTIC TANK AND SEEPAGE PIT FITTED WITH AIRTIGHT REMOVABLE CAPS. GRAVEL BACKFILL CONFORM TO BOROUGH REGULATIONS REGARD I N9,I NSTALLATION. G.A.A.B." OR SED DESIGNER 1 ��•TYP rWf!`�� otUL) tL u Dd DIAGRAM OF SYSTEM So V TK I CERTIFY THAT I AM FAMILIAR WITH THE REQUIREMENTS OF GREATER ANCHORAGE AREA BOROUGH ORDINANCE NO. 2866 AND THAT THE ABOVE DESCRIBED SYSTEM IS IN ACCORDANCE WITH SAID CODE. DATE .4-.11t'� APPLICANT'S SIGNATURE �1.C1 ✓ ,�f - FORM NO. EQ -016 Performed for Legal Description:` _ This form reports: „REATER ANCHOk/U. ARLA L'OROU,.., Department of LovironmentaI Quality 3330 "C" Street Anchorage, Alaska 99!,(13 SOII,S LOG - 111-11101 0 N Tl ST Date Korformed- // Dj`` s log -�rT � Percolation Les Dep th Feet 1- SQL+ I S tjG(' C 4- ego ,- M 7- 9 _ o S lo -0i rJLi G� 10 - 5fj—SO Cv2wUc—L—SANO S 11 13 - l6 -pF o _ Was ground water encountered? If yes, at what depth? A /n / t— I��fir^ l� Ai� r, i, Ar 'I" Z--/0' rop Percolation rale ^u..... - --- Drain field ,Proposed installatlUn-: Seepage Pit Depth of Inlet _ _. Det to bottom OF pi or trench _ Fokwvv COMPIENTS: "�"�- _�.- ... _ orjified Performed By: ,l �. t 1 vwl� Reading Date Gross Time Net Time _ Depth to Water Net u � --4Ila rop Percolation rale ^u..... - --- Drain field ,Proposed installatlUn-: Seepage Pit Depth of Inlet _ _. Det to bottom OF pi or trench _ Fokwvv COMPIENTS: "�"�- _�.- ... _ orjified Performed By: ,l �. t 1 vwl�