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HomeMy WebLinkAboutTURNAGAIN BLK 2 LT 1i GREA~R ANCHORAGE AREA Depertment of Environment81 Ou@lity 3330 C Street Anchorsge, Alask8 ggS03 1 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM SEPTICDISTANCE TANK: FROM WELL /'/~/t~ / MANUFACTURER ~U~MATERIAL ¢?'/~¢~7-~'/¢/-¢¢~<~' COMPARTMENTS~ ~ INSIDE LENGTH INSIDE WIDTH LIQUID DEPTH LIQUID CAPACIT~'I~ALLONS. 7~ TOTAL L E N G T,~i~./_.~ DISTANCE FROM WELL !~'~'~ FOUNDATION / NUMBER OF LINES.') DISTANCE BETWEEN LINES ~ZlC/~ TRENCH WIDTH¢~ IN. TOTAL EFFECTIVE ABSORPTION AREA /'~r~/ SQ. FT. LENGTH OF EACH LINE DEPTH OF FILTER DEPTH: TOP OFTiLE TO FINISH GRADE~MATERIAL BENEATH TILE__X'~_,~ IN. ABOVE TILE... y IN. WEL · . T y p E~~~I~ CT I O N ~ DEPTH ~*;ISTANCE FROM: BUILDING NEAREST NEAREST SEPTIC SEEPAGE FOUNDATION LOT LINE , SEWER LINE~, TANK SYSTEM CESSPOOL , OTHER SOURCES APPROVED _ DISAPPROVED REMARKS DISTANCES: ~/' INSTALLED BY: SEWER LINE DEPTH: LOT SLOPE: DIAGRAM OF SYSTEM Forn~ EQ-032 ~ ~z:' DEPARTMENT OF ENVIRONMENTAL QUALITY SEWAGE DISPOSAL SYSTEM -- APPLICATION AND PERMIT 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. MINIMUM DISTANCES, REQUIREMENTS ~ DIAGRAM OF $TBTEM FOUNDATION TO SEPTIC TANK ~ ~ CAST IRON INTO AND OUT OF SEPTIC TANK AND INTO CRIB CROSSING GAP OF ..... i0/ SEPTIC TANK SEEPAGE PIT , TO NEAREST LOT LINE. j WELL TO SEPTIC TANK ~U SEEPAGE PIT - ~ t '~0 ALSO CONSIDER AREA WELLS. WATER MAIN TO SEPTIC TANK SEEPAGE PIT DRAIN FIELD SEPTIC TANK, , SEEPAGE PIT -, DRAIN FIELD TO RIVER, LAKE, STREAM. EXCAVATION 5 FEET INTO UNDISTURBED SOIL. 4 INCH DIAMETER CAST iRON SIPHON PIPES ON SEPTIC TANK AND SEEPAGE PIT FITTED With airtight REMOVABLE caps. CERTIFY THAT [ AM FAMILIAR WITH THE REQUIREMENT8 OF GREATER ANCHORAGE AREA BOROUGH ORDINANCE NO. 28-68 AND THAT THE ABOVE -' / ,. ..... ~,AT~ APPL,C^.',"., S,O.A',',.,R,~ ~ ~..--':?'.., ___~'"--4..-, ....~..,. CONSULTANTS. INC. September 30, 1975 R & H NO. 562130 Cecilia Brown SRA Box 1376 B Anchorage, Alaska 99502 Test Hole and Soil Log P. epor~ for Sanitary System Lot 1, Block 2, Turnagain Subdivision Dear Ms. Brown: We are submitting herewith the test boring results and our comments regarding soil conditions encountered a~ the subject site. This inves- tigation was performed in accordance with your request of September 26, 1975, and those procedures outlined in a letter dated July 15, 1975, by Mr. Rolf Strickland of the Greater Anchorage Area Borough Department of Environmental Quality. A single test hole was put down within the Lot 1 area for the purpose of defining general subsurface soil conditions for the proposed sanitary system. Excavation was accomplished with an auger type drilling rig and the test hole was extended to a total depth of 20.0 feet below ground surface. The final log prepared for the test hole has been included in Drawing A-O1. Ground water w~s encountered in the test hole.at a depth of 19.0 feet. We appreciate being given this opportunity to be of service to you. Should you have any questions with regard to the above, please do not hesitate to contact us. Very truly yours, R & M CONSULTANTS, INC. s W. Rooney Vice President JWR/WED/j a xc: GAAB TH-1 9-29-75 · ." SILT TRACE SAND ~-~ 6RGANICS t. 0' ~ . ' ~*~<, SILT TRACE SAND · .... 2.5' .~u:,::"::: SAND TRACE SILT (SW) - 7 O' -~og represents location ..:-of test hole, Lot 1, Block 2 Turnagain Subdivisio~ ' CECILIA BROWN PRO2ERTY Co~$u[t~$ [~¢, Log of Test Hole ~Nc.o.~ F~,.S~.~S ALASKA ~u.[Au Anchorage, Alaska o~,re 9-29-75 ISCAL[!i 1"=3' IOWN 8Y WED IC~O SV WED [1%'~O4. NO..562130 [O",V9 ,NO. A-01 C3AAS-HO-I ~'""!EATER ANCHORAGE AREA ,~PAFITMENT OF ENVIRONMENTAL 0.U~.L'TY 3500 TUDOR ROAD ANCHORAGE, ALASKA 99507 279-8686 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM NAME LOCATION MAILING ADDRESS LEGAL DESCRIPTION ~7~/ __PHONE. SEPTIC TANK: DISTANCE FROM WELL ~'~ LIQUID CAPACITY NUMBER OF MATERIAl 6~) ~/~'~,~ '~-' ' / COMPARTMENTS GALLONS. iNSIDE LENGTH INSIDE WIDTH LIQUID DEPTH__ SEEPAGE SYSTEM: SEEPAGE PIT: NUMBER OF PITS f OUTSIDE DIAMETER LINING MATERIAL ~ NEAREST LOT LINE ~/ OR WIDTH DISTANCE FROM WELL lib / TOTAL EFFECTIVE ABSORPTION AREA (WALL AREA) LENGTH /'~/ , DEPTH '~LD: DISTANCE FROM WELl NUMBER OF LINES ABSORPTION AREA DEPTH: TOP OF TILE TO FINISH GRADE . NEAREST LOT LINE T~ENC H WIDTH SQ. FT. LENGTH OF EACH LINE ~ DEPTH OF FILTER MATERIAl. BENEATH TILE TOTAL LENGTH , OF LINES. IN. TOTAL EFFECTIVE IN. ABOVE TILE WELL: TYPE [)/)~/LL~'~gO , DEPTH LOT LINE ~"/~ NEAREST -- /~. SEPTIC SEWER LINE~'~ , TANK DISIANCE FROM ~.// WATER , BUILDING FOUNDATION SAMPLE ,~/~/v/~='~, NEAREST _~,~,~ / SEEPAGE ~'z~ ///. / OTHER , SYSTEM__ ~' / //~, CESSPOOL /f/~'/~'~- , SOURCEs'~'','/'/~'//// DISTANCES: DIAGRAM OF SYSTEM / - G]A.A.B. DATE APRROVEO MAILING ADDRESS GReATEr ANChOrage Area B'u~ough DEPARTMENT OF ENVIRONMENTAL QUALITY PERMIT NO. 3500 TUDOR ROAD POUCH 6-6~0 ANChOrage, ALASka 99502 TELEPHONE 279-~686 SEWAGE DISPOSAL SYSTEM -- APPLICATION AND PERMIT H p.oN . LEGAL DESCRIPTION INSTALLATION OF: SEPTIC TANK TYPE AND SiZE OF FACILITY TO BE SERVED , OTHER NOTE: THIS PERMIT IS NOT VALID WITHOUT SOIL 'lEST FINAL INSPECTION: 24 HOUR NOTICE REQUIRED. BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION BY THE HEALTH DEPARTMENT AUTHORITY WILL BE SUBJECT TO PROSECUTION. DIAGRAM OF SYSTEM MINIMUM DISTANCES, REQUIREMENTS FOUNDATION TO SEPTIC TANK FOUNDATION TO SEEPAGE PIT SEPTIC TANK TO SEEPAGE PIT WALl SEPTIC TANK -, SEEPAGE PIT TO NEAREST LOT LINE. DRAIN FIELD WATER MAIN TO SEPTIC TANK /~ / DRAIN FIELD . TO RIVER, LAKE. STREAM. , DRAIN FIELD ., DRAIN FIELD , SEEPAGE PIT /~ / ., DRAIN FIELD CAST IRON INTO AND OUT OF SEPTIC TANK AND INTO CRIB CROSSING GAP OF EXCAVATION 5 FEET INTO UNDISTURBED SOIL. 4 INCH DIAMETE~ C~ST [PLOJ~L~!PHON PIPES ON SEPTIC TANK AND SEEPAGE pI~T FITTED WITH AIRTIGHT REMOVABLE CAPS. GRAVEL BACKFILL CONFORM TO BOROUC REGULATIONS REGARDING INSTALLATION·  HEALTH AUTHORITY OR LICENSED DESIGNER I CERTIFY THAT I AM Familiar WITH THE REQUIREMENTS OF GREATER ANCH AGE AREA BOROUGH ORDINANCE NO. 28-68 AND.THAT THE ABOVE DESCRIBED SYSTEM IS IN ACCORDANCE WITH SAID CODE. ' ..?o' ,~ L L_C_y C~ .._ L. /~' 6]0 ° cT ?'/q/- ~ 0 . o o ,5u~.v~y Aloft.5 5-19- 75 ZOO - I hereby certify that ! have surveyed the following described property: ~07-,~ ~Z~)~/¢"~ .7"~.'/~/z/,~) ~.~/..~ ,~'Z/.~. ,Anchorage Recording Precinct, Alaska. and that the improvements situated thereon are within the property lines and do not overlap or encroach on the property lying adjacent thereto, that no improvements on prop- erty lying adjacent thereto encroach on the premises in lqmUeStion and that there are no roadways, transmission es or other visible easemen~ on said property except as indicated hereon. Dated at Anchorage, Alask'a FRED WALATKA & ASSOCIATES Engineer~, and Surveyor~ _.20' ,~ LL ~ y , ¢ __ 0 0 ~ ~9° .~';7'~/- ECONO0 I hereby certify that ! have surveyed the following described properW' ,Anchorage Recording Precinct, Alaska, and that t~,e improvements situated thereon are within the prope.-"Cy lines and do not overlap or encroach on the property lying adjacent thereto, that no improvements on prop- erty lying adjacent thereto encroach on the premises .question and that there are no roadways, transmissicm lines or other visible easements on said property exce~ as indicated hereon. Dated at Anchorage, Alask~ - - FRED WALAT~A & ASSOCIATES · Engineers and Surveyors Performed for Legal Description: This form reports: ~ATER ANCHORAGE AREA BOROUGH Dep Jment of Environmental Quality 3330 "C" Street Anchorage, Alaska 99503 ~ ~ ~~I Date performed Soils log F ~x~Percolation test Depth Feet 2- 3- 4- 5- 6- 7- 8- 9- lO- ll- 12- 13- 14- Was ground water encountered? ~ If yes, at what depth? Reading Date Gross Time Net Time Depthto.H2O Net Drop Percolation rate minute, Proposed installation: Seepage Pit Drain Field Depth of Inlet Depth to bottom of pit or trench COMMENTS: Performed By: ..,/C/~.~ 5, J~ Certified By: . Date: f'iay '14, ]975 P,[L ~,oX 720 i',nchF:raS~e &K 99510 leto],, 1]~5 of enlarging on-s~'oe sewaqe disposal Lot ] ~'lock ? 'furnacla~n (- ,~ . . . system on ~ ' o[ DulVI S1Ofl. Dear :;Ir, I. inCon: 'Fh'i~ ~)op,~rtiitezi~ ~t,~s revSewecj ,.l,- of u~le apar'b~le//f CO/iD]ex. - - Sib]e, however this ,-,epartJNent must have soil ' ~ ' finiao decision IS ' Si~cere'ly, [,es ~ C;I;1)]Z~ ~ c L,./.,r cc: Ccc]ia ~ro;,/n Ftle~ 4-1 ~le CherP~ Alaska Oepar+.ment of £nvtronmental Conservation HacKa~ Building 338 DenAlt Street Anchorage, Alaska 99501 SUBJ£CT: Unclassified wellon Lot 1, Block Z, Turnagaln Subdivision Dear Hr. Cherry: Hr. Cectl Dauphtnee, o~ner of the subject let, has contacted.this de- per,merit regarding the feasibility of using the extsttng foot'trig for apa~ments and office buildings. The well on the es-butlts of Lot 1, 61ock 2, Turnagatn Subdivision has eeen vandalized and filled with fist-sized rock. Hr. Oeuphtnee ts willing to drill a new well, however, the lot size will accommodate a semt-pubHc well and not a public well. The question then arises as to the existing ~ell being unclassified and ~. Oauphtnee' havtng the right :o use the old semi~public well distance requirements tn connection with a proposed well. The files of thls department tndtcate the extstJng well was not classi- fied or used as a semi-public well and therefore any p~oposed well should meet the new public well standards. Since the public well classification ts regulated by the Department of Environmental Conser- vation, ! would appreciate your opinion before ! reply to ~4r. 0auphJnee. Sincerely, Les 8uchholz, R.S., Sanitarian LO/ko /Viun c pa lty Anchorage P.O: OX 196650 ANCHORAGE, ALASKA 99519-6650 ~907) 264-4111 TONY KNOWLES, MAYOR DEPARTMENT OF HEALTH & HUMAN SERVICES June 10, 1987 Terry Johnson 1111 Ramona Street Anchorage, Alaska 99515 Subject: Block 2 lot 3 Turnagain Subdivision Connect to Public Sewer Dear Mr. Johnson: This letter is to inform you that the Department of Health & Human Services has recently received a letter from Anchorage Water & Wastewater Utility describing their intent to have a sewer line installed adjacent to your property by approximately the summer of 1988. This will allow us to waive the requirement for you to upgrade your existing septic system for the proposed addition of a bedroom to your house. This approval however requires, 1) To obtain two estimates to have the house in question hooked up to public sewer at the time it becomes available. 2) That money is put in Escrow to achieve the task of hooking up to public sewer. 3) In the event that public sewer does not become available by September 1, 1988, then the existing septic system must be upgraded to comply with Title 15 of the Anchorage Municipal Code. If you have any~questions regarding this matter, please feel free to contact me at 343-4744. Sincerely, Daniel J. Roth Civil Engineer On-Site Services cc. Gus Andress, P.E. On-Site Services/Water Quality Program Manager ANCHO , GE WATER & WASTEWAT R UTILITY Engineering & Customer Service Division 401 W. International Airport Road Anchorage, Alaska 99518-1104 (907) 562-4497 Tony Knowles, Ji[a y 2 9 t 1 9 8 7 Owned by the Municipality Mayor of Anchorage Wendy Johnson 1111 Ramona Street Anchorage, Alaska 99515 SUBJECT: OLD SEWARD LID NO. 159 TURNAGAIN SUBDIVISION, BLOCK 2, LOT 3 Dear Wendy: Design of the Old Seward LID No. 159 project is approximately 90% complete. This project will provide sanitary sewer service to the referenced property. In order to complete the design and advertise the project for construction bids, the Anchorage Water and Wastewater Utility (AWWU) must acquire Sanitary Sewer Easements, Temporary Construction Permits, well waivers from the Alaska Department of Environmental Conservation (ADEC), and a permit from the Alaska Railroad. This acquisition process is approximately 70% complete. AWWU anticipates advertising the subject project for construction bids in the fall of 1987 subject to the acquisition of the above mentioned permits, easements, and well waivers. This will allow a contractor to begin and complete construction of the sanitary sewer improvements in 1988. If you have any further questions, please contact me at 564-2752. LYNDA L. BARBER, P.E. Civil Engineer II Engineering & Planning Division Anchorage Water & Wastewater Utility LLB:word(4)