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Home My WebLink AboutEKVALL TR AGRF~ER ANCHORAGE AREA BO~'~UGH Department of Environmental Quality 3330 C Street Anchorage, Alaska 99503 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM DESCRIPTION SEPTIC TANK: DISTANCE FROM WELL /~'~ INSIDE LENGTH MANUFACTURER /~-' MATERIAL INSIDE WIDTH .LIQUID DEPTH NUMBER OF COMPARTMENTS __.LIQUID CAPACITY/(~ c'~ C) GALLONS. SEEPAGE PIT: / /.-:' NUMBER OF P~TS D~AMETER DR W~DTH ~ LENGT ~ DEPT~ ~ LINING MATERIAL Crib SIZE: DIAMETER ~ DISTANCE FROM: WELL/~..~O f~ BUILDING FOUNDATION ~'~: NEAREST LOTLINE ~/:''~ TOTAL EFFECTIVE :0 __.. ABSORPTION AREA (WALL AREA) ~2~__~ SQ. FT. ADDITIONAL ABSORPTION WELL: BUILDING FOUNDATION __ CESSPOOL APPROVED CONSTRUCTION NEAREST LOT LINE OTHER SOURCES DISAPPROVED NEAREST SEWER LINE REMARKS DEPTH SEPTIC / TANK /~_/~ ,'~ DISTANCE FROM: SEEPAGE [~. SYSTEM /'~ DIAGRAM OF SYSTEM INSTALLED BY: ,z~/~ ~/ REMARKS: Form No. LQ-031 // ,./ /2 APPROV ED/~ //: L~,¢ ;~' ~--F~.~. ,~ ~,~"a- G.A,A,B, GReaTEr ANCHORAGE ArEa Borough DEPARTMENT OF ENVIRONMENTAL QUALITY 3330 "C" STREET ANCHORAGE, ALASKA 99503 TELEPHONE 274-4561 INSTALLATION LOCATION ~~ INSTALLATION OF: SEPTIC TANK SEWAGE DISPOSAL SYSTEM -- APPLICATION AND PERMIT PERMIT NO. PHONE SEEPAGE PIT ~ . DRAIN FIELD OTHER TYPE anD BIZE OF FaCIIITY TO BESERVED ~ ~/J~_ ~J~ CC~ ~;.~ /~-~ ~/"/¢/~' ~TE: THIS PER'IT IS NOT ~ I WITHOUT SOIL SOIL TEST RESULTS / ~ ~ ~ VALID / 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. SEPTIC TANK SIZE /~ ~~ tYPe ~ ~ SEEPAGE AREA slzef-~/~ ~(C[/; ~ ~J~/-tYPE MINIMUM DISTANCES, REQUIREMENTS FOUNDATION TO SEPTIC TANK FOUNDATION TO SEEPAGE PIT ~ DRAIN FIELD SEPtiC tANK tO SEEPAGE Pit WALL ( ~ SEPTIC TANK ,SEEPAGE PIT . DRAINFIELD EAREBTLOt WELL TO~JEPTIC TA~lK , SEEPAGE PIT DRAIN FIELD ALSO CONSIDER AREA WELLS. WATER MAiN TO SEPTIC TANK ~ , SEEPAGE PIT DRAIN FIELD SEPTIC TANK, ~ e SEEPAGE PIt ~ r , DRAIN ~IeLD 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. DIAGRAM OF SYSTEM GRAVEL. BACKFILL CONFORM TO BOROUGH REGULATIONS REGARDING INSTALLATION. ORDINANCE NO. 28- 8 AN AT THE ABOVE DESCRIBED SYSTEM IS IN ACCORDANCE WITH BAlD CODE. R&M ENCb.. ERING & GEOLOGIC.,- CONSULTANTS 22g EAST 51st. AVE. - P.O. BOX 6087- ANCHORAGE, ALASKA gg603 TELEPHONE 907--279--0483 TELEX 090-35419 Civil Engineers Geologists Land Surveyors JAMES W. ROONEY, P. E. MALCOLM A. MENZIES, P.E., L.S. JAMES H. WELLMAN, P.E. RALPH R. MIGLIACCIO Englneerln~ Geologist October 3, 1973 Newton Excavation 5237 East 22nd Ave° Anchorage, AK 99504 Re: Test Hole and Soil Log Report for Sanitary System, Lot 42, Section 22, T12N, R3W, S.Mo Dear Mr. Newton: We are submitting herewith the test boring results and our comments · regarding soil conditions encountered at the Subject site. This investigation was performed in accordance with your request of October 1, 1973, and those procedures outlined in a letter dated September 13, 1971 by Mr. Rolf Strickland of the Greater Anchorage Area Borough Department of Environmental Quality. A single test hole was put down within the Lot 42 area for the purpose of defining general subsurface soil conditions for the proposed sani- tary system. Excavation was accomplished with a tractor-mounted backhoe and the test hole was extended to a total depth of 17 feet below ground surface. The final log prepared for the test hole has been included in Drawing A-01. Ground water ;was not encountered in the test hole. 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 ENGINEERING & GEOLOGICAL CONSULTANTS JWR:ph xc: GAAB~'/ ANCHORAGE FAIRBANKS JUNEAU Silt, Trace Sand (~) ~nlcs 0.0' 2.0~ 2.5' Silt, Tract to Some Sand and Gravel (ML) 8.0~ Gravelly Sand (SP) Sand, Tract to Some Silt 10.0' 11.0' Gravelly Sand (SP) NOTE: 17.0' T.D. No Water Table Test hole excavated with tractor-mounted backhoe. Engineering E~ Geologica I Consultants ANCHORAGE FAIF~SAN}<.~ ALASKA aUN~AU DAVID EKVALL PROPERTY LOG OF TEST IIOLE Anchorage Alaska OATS 10--1--73 SCALE 1"=2' IOWN S¥ JRS {CHKD e¥ WgD NO. NO. Coast Mortgage Company Alaska Office 711 "H" Street, Suite 100 Anchorage, Alaska 99501 (907) 279-0665 Greater Anchoarage Borough Enviormental Quality C Street Anchorage, Alaska Attn: Mr. Tom Bowens Re: EKVAT.I., Leslie D., Jr. Tract A Ekvall S/D Dear Mr. Bowens: Coast Mortgage Company is holding in an escrow account $800.00 for the water in order for it to be corrected to borough standards. This money will be held until the Boro is satisfied. Coast Mortgage Company Loan Closer ~ Another financial service of Marine Bancorporation. GREATER ANCHORAGE ~,R~:,, BOROUGH Department of Environm~,.~ntal Ouality 3330 "C" St., Anchorage, Alaska 99503 274-456~ECEiYED REQUEST FOR APPROVAL OF INDIVIDUAL SEWER & WATER FACILITIES ? 1. Type of Inspection: 2. Property Owner: Mailing Address: 2. Name nf Buyer: CMRO Leslie D. Ekvall St. Rt. A~ Anchor_~- EKVALL~ Leal q a~F. Day Phone 344 9201 Mailing Address: st. Rt. A. Anchor~e: A~- Day Phone Name of Lending Institution: Coast MortMaMe Company Mailing Address: p.O. Box 1200~ ~ne~n~g~, ~k_Ph°ne Name of Realtor or Agent: n/a Phone Mailing Address: 344 9201 Portion of Legal Description: Lot 42,. Tow~hqD'~2~N. Re.r~c ~ ~':c~b Location: N______~ Totem ~o~a~ Ar_che~gc, 9~k. Type' of Facility to be inspected: Water Supply Type of Supply: Public Utility_ No. Bdrms. Individual If Individual, number of dwellings presently served If Individual, depth of ,,~,,ell Sewage Disposal' SYstem Type .of S~stem: Public Utility If Individual, date of installation Individual (on-site Wayne Mabry December 26, 1973 Page Three 17) S 3268 "C" Street Industrial Subdivision, Lots 2A - 2F Public sewer and water are not available. We have reviewed the engineer's proposal for water supply and waste disposal and find that this meets with our Department's minimum requirements.as a temporary use until tile public utilities are available. 18) S 3109 Shryock Subdivision, Lot lA 19} Public sewer and water are not available. This subdivision plat merely represents legalization of a total ownership of the land. We have no objection tothis case. S 3274 Sly-Fox Subdivision Public sewer and water are not available. Soils reports indicate that the soil is suitable for on-site waste disposal. Water availability information from surrounding wells indicates that adequate volumes of drinking water are available. The lot size is adequate in relation to the re-location of on- site sewer systems. We recommend that preliminary approval be given to this ~plat with the condition that the developer install a drainage system as pro- posed on his plan. Subsequent to final approval, we would ask that additional soil probes be brought to this Department to insure that the water table which is present throughout a :~jority of these lots has been lowered by this drainage proposal. Without this stipulation, at least three (3) of the lots in this proposal are unsuitable at the present time for on-site sewage disposal. As can be seen by the soils tests there is a substantial high water table in the middle two lots of this proposal. 20) S 3271 Leslie Subdivision Public sewer and water are not available. We have no objection to this plat as it is simply legalizing of a single parcel ownership. We would note, how- ever, that these lot sizes do not meet our current standards for residential development with on-site Utilities. 21) S 3270 Ekvall Suhdivi~inn. Tract A & B Public sewer and water are not available. Soils information taken in this area show the soils suitable for on-site sewage disposal. Water availability data show that adequate volumes of potable water are available via individual drilled wells. We find, however, that the small 13,000 square foot lot is not suitable under our current standards and since the developer does own additional lands, we, at this time, request that the lot size be increased to at least 40,000 square feet. This can be done by either straight forward increasing of the existing Tract A to this size or by creating a special tract to the east of the existing tract, thereby the two tracts equalling 40,000 square feet. The special tract to the east would be specifically set aside for replacement of sewage systems from Tract A. With either of these two proposals taken into effect at the time of final platting of the land, this subdivision meets with this Department's recommendations. DT}000289 PLAT OF TRACTS £Ki44LL SU~OII/I$1OIV 4 I~'£-SUSDIIS~ON OF LOTS ~o~ ~:u~,.~ ~ DTI000290 PLAT OF TH.~CTS A,f~C EKVALL 'SUBDIVISION ~ R£'SU~DIVI~ON OF LOTS 4~ ~