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Home My WebLink AboutWYNTER PARK #1 BLK 1 LT 18 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: ~ 0000 ~-7 PIDNumber: 0,~1-~/-$.~ Nar.e: Wastewater System: ~[,New n Upgrade ^dgress: ',JU ABSORPTION FIELD Phone:277_~(7 ~D..Trench ~ Shallow Trench ~ 8~ 0 Mound ~ Other Lot: Bl~k: Subdivision: O~t. to pi~ ~0m from original grade: Gravel depth beneath pipe Township: [ Rangu; ' [ ~tion; Fill add~ aDove original grade: Gravel WELL: ~/~ O New ~ Upgrade G~ve~r,: ~,d~ Numberotlines: Yield: / -- GPM IP"mp s"'==:~ Ft. I~ing Heig"~ve Gt°und:Ft. TANK SEPARATION DISTANCES ~s.pt,~ a Holding a S.T.E.P. Surface LineL°t ? 7 / ~ I / I /~ , Size in gallons: ~facturoc Depadment of Health and Human Se~ices approval ~%: 72-O~3 (1/91) MOA 25 Permit No, SW000087 Page o% of ~ Municipality of Anchorage DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 Anchorage, Alaska 99519-6650 Telephone: 345-¢744 On-Site Wostewoter Disposal System and/or Well Inspection Report Legal Description: Lot 18, Block 1, Wynter Pork PID No,: 051-491-,35 ELEVATIDNS (NBT TB SCALE) Swing Ties A B C 124 49' D 142 64' E 159 78' TEST HOLE MONITOR TUBE SEWER CLEAN OUT EASEMENT LEACH FIELD 7-10-00 MUNICIPALITY OF ANCHORAGE Department of Health and Human Services On-Site Services Program 825 L Street, Room 502 P.O. Box 196650, Anchorage, AK 99519-6650 ¢07) 343-4744 ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT Upgrade Date Issued: May 04, 2000 Expiration Date: May 04, 2001 Permit Number: SW000087 Legal Description: WYNTER PARK#1 BLK 1 LT 18 Design Engineer: 0024 Eagle River Engineering Services Owner Name: Reinhart Riggelsen Owner Address: PO Box 670050 Chugiak, AK 99567- Parcel ID: 051-491-35 Site Address: 024450 HEARTHSTONE DR Lot Size: 20211 SQ. FT. Total Bedrooms: 3 Permit Bedrooms: 3 This permit is for the construction of: [] Disposal Field [] SepticTank [] Holding Tank [] Privy [] Private Well [] Water Storage All construction must be in accordance with: 1. The attached approved design. 2. All requirements specified in Anchorage Municipal Code Chapters 15.55 and t5.65 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 (907) 343-4744 ( 24 hours ). ( Net required for a Water Supply Permit only ). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must be either: A. Open and closed on the same day. B. Covered, sealed, and heated to prevent freezing. Received By: Date: Date: ,2--- ~-- -DO 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 April 27, 2000 Jim Cross, P.E. Manager, On-Site Services Municipality of Anchorage P.O. Box 196650 Anchorage, AK 99519 Re: Lot !2 Block 1 Wynter Park Narrative & Permit Application Dear Mr. Cross: The proposed septic upgrade will have very limited impact on adjacent properties for the following reasons: I. The surrounding lots are served by a community well system, allowing sufficient room for septic sites as there are no conflicts with well separation. 2. Immediate neighboring septic systems are all +30' distance. 3. This is an upgrade of an existing log crib system. 4. Drainage will not be affected and is not a major consideration in our design. If you have any questions please call our office at 694-5195. Sincerely, Louis Butera, P.E. \1997~00-017NAR.I~OC t~~ 29.70' ~ ~o.oo NO WELLS +200' NO SEPTICS +50' ,~.,'"~ / ,,~PROPX ~TOP FILL AR~ NO SEP~CS +50' NO SEPTICS ~ - TEST HOLE : ~,~M?:.' ' : '.';.~ w;~,'- · MONITOR TUBE o S~ER CL~ OUT + WELL NO SURFACE WATER ~ ~- ~EMENT NO KNOWN CURTAIN D~INS PROPOSED L~CH FIELD L~CHFIELD L~EL IS BELOW TOE OF SLOPE. BELOW FILL ~- EXlS~NG L~CH FIELD S E PTI C SITE P LAN LEGAL: LOT 18 BLOCK1 WYNTER PARK SUB. OWNER: WIGGELSEN CONTRACTOR: ~.....,~............~ EAGLE RIVER ENGINEERING SERVICES P.O. Box 773294 EAGLE RIVER, A~ 99577 (907) 694-5195 FAX: (907) 694-3297 PERFORMED FOR: LEGAL DESCRIPTION: Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street. Anchorage. Alaska 99502-0650 SOILS LOG t PERCOLATION TEST Township. Range, Section: 1 2 3 4 5 6 7 8 9 10 11 SLOPE SITE PLAN WAS GROUND WATER ENCOUNTERED? IF YES, AT WHAT ,EPTH? 12 ' ]th IQ Water Alter '7/--/~- ? Gross Net Depth to Ne~ Reading Date Time Time Water Drop I ~1~,1.~ /~o~ ~"// ~' 14 15 16 17- 18- 19 20- PERCOLATION RATE ~ ~' (m~nutes, mch) PERC HOLE DIAMETER TEST RUN BETWEEN ~ FTAND "~ FT COMMENTS ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. CERTIFY THAT THIS TEST WAS PERFORMED IN 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 LEGAL: SPECIFICATIONS FOR ON-SITE SEPTIC SYSTEM April 27, 2000 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. 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. 9. Any remaining open test hole excavations shall be filled. B. SEPTIC TANK I. Septic tank shall be 1000 gallon of an appruved design. C. TRENCH I. 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 13' 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. 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. 9. The existing septic tank and leachfield are to be abandoned by uncovering, pumping out, and filling with clean fill material. RECOMMENDED LEACHFIELD DIMENSIONS: TOTAL DEPTH = 13' GRAVEL DEPTH = 7' under pipe, 2" over pipe TRENCH LENGTH = 71' TRENCH WIDTH = 3' SOIL RATING = 0.45 GPD/ft2 BEDROOM CAPACITY = 3 SEPTIC TANK = 1000 Twenty-four (24) hours notice required for all inspections. \ 1997~00-017spec. doc EAGLE RIVER ENGINEERING SERVICES P.O. Box 773294 Eagle River, Alaska 99577 (907) 694-5195 ERES Project No.: 00-017 Calculated By: LB Date: 4/27/00 Legal: Wynterpark Lot 18 BIk 1 Single Family 3 Bedroom Dwelling TEST HOLE 1 Deep Trench Subsurface Wastewater Disposal Field Water use at 150 gallons per bedroom = 450 gallons Percolation rate = 44 minutes per inch Wastewater application rate = 0.45 gallons per day per square foot Required absorption area = 1000 square feet Trench width 0/V) = 3 feet Gravel depth (D) = 7 feet Required length = Required absorption area / 2 / D Required length = 1000 / 2 Required length = 71 feet Total Excavation Depth = 13.0 feet / 7 00-017cal.xls 5:30 PM4/27/00 QGRE, Ell ANCHORAGE AREA BOP' JGIt Department of Environmental Quality 3330 C Street Anchorage, Alaska 99503 INSPECTION REPORT ON-SITE SEWAGE DISPOSAl. SYSTEM LOCATION MAI LING ADDRESS~' -~;~*]~/, ~ ' t/~-fi.! ~ (- ~'l\ It ~.~( ~-t ), PHONE LEGAL DESCRIPTION /--(xJ I~;j !~//~ \) L,.:~ L~]-V,. SFPTIC TANK: FROM WELL_b.~dL~'L,_ MANU~ACTURER~'g~(.LI]'~ .,~Qo.A_~. MATERIAL~L/~? I ~,'<J ~ COMPARTMENTS I INSIDE LENGTH -- INSIDE WIDTH__ --]LIQUID DEPTH -- LIQUID CAPACITY ),/¥~() GALLONS. SEEPAGE PIT: NUMBER OF PITS I . DIAMETER -- OR WIDTH Ir<~'1, LENGTH 1~'/,/ DEPTH -~ LINING MATERIAL ___ CRIB SIZE: DIAMETERC~.__DEPTH ~)/ .DISTANCE FROM: TOTAL EFFECTIVE t- J BUILDING FOUNDATION'-~ ~ , NEAREST LOT LINE .~ ? . ABSORPTION AREA (WALL AREA) ~-,/¢].~ SQ. FT. ADDITIONAL ABSORPTION WELL: TYPE BUILDING FO U N D~.~ -., CES~OOt APPROVED CONSTRUCTION DEPTH ~ DICANCE / NEAREST NEAREST SEPTIC SEEPAG/E/ LOT ~I~X!E'? .... ~-----'--~_SEWER LINE , TANK , --~Y~?~:M OTHER SOURCES__ FROM: _ DISAPPROVED REMARKS DISTANC ES:.~'~-':~ =~z .-:~.f~(2: ~ ~> / INSTALLED BY: PIPE MATERIAL, LOT SLOPE: REMARKS: Form No, EQ~031 DIAGRAM OF SYSTEM APPROVE ;.A,A.B, NAME OF APPLICANT GREATER ANCHORAGE AREA BOROUGH DEPARTMENT OF ENVIRONMENTAL QUALITY PI'-' R M IT NO, SEWAGE DISPOSAL SYSTEM -- APPLICATION__AND___P ERM iT._._~._~~._~ INSTALLATION LOCATION FINAL INSPECTION: Z4 HOUR NOTICE REQUIRED. BACKFILLING OI'~ ANY SYSTEM WITMOUT FINAL INSPECTION BY THE 'FYPE WELl. TO SEP1 lC TANK . SEEPACE PIT ALSO CONSIDER AREA WELLS. WATER MAIN TO SEPTIC TANK DRAIN }-'1 ELD SEPTIC 'rANK,__ TO RIVER, LAKE, STREAM. CAST iRON INTO AND OUT OF SEPTIC 'rANK AND INTO (;RIB CROSSING GAP OF EXCAVA'rlON 5 FEET INTO UNDISTURBED SOIL. 4 INCH DIAMETER CAST IRON SIPHON PIPES ON SEPTIC 'rANK AND SEEPAGE PIT GRAVEL I~ACI{FILL