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Home My WebLink AboutT12N R3W Section 16 GRE:'~ER ANCHORAGE AREA BO~UGH Department of Environmental G~uality · 3330 C Street Anchorage, Alaska 99503 · INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM LOC^T,ON LEGAL DESCRIPT,ON SEPTIC TANK: DISTANCE FROM WELL INSIDE LENGTH % ~ . / NUMBER OF MANUFACTURER~I/'O~¢~ MATERIAL ~'~/'g'"{? ! COMPARTMENTS' _ INSIDE WIDTH LIQUID DEPTH LIQUID CAPAC ITYL'/~O O~ GALLONS. SEEPAGE PIT: NUMBER OF PITS / DIAMETER OR WIDTH DIAMETER DEPTH DISTANCE FROM: WELL LINING MATERIAL~---C'~C t/i:/,~CRIB SIZE: TOTAL EFFECTIVE ' /~-~3 BUILDING FOUNDATION NEAREST LOT LINE__. . ABSORPTION AREA (WALL AREA)'d]C/I'~"F//~' Q. FT. WELL: T PE,F ,' :, bl; oNSTRUCT,ON BUILDING NEAREST FOUNDATION LOT LINE DEPTH DISTANCE FROM: NEAREST SEPTIC SEEPAGE SEWER LINE TANK SYSTEM CESSPOOL OTHER SOURCES APPROVED DISAPPROVED REMARKS DISTANCES: INSTALLED BY: PIPE MATERIAL; DIAGRAM OF SYSTEM LOT SLOPE: DATE./g~--~--7~L- APPROV~ · 'R&M I Civil Engineers ENL NEERING & GEOLOGK .'kL CONSULTANTS 22g EAST §1st. AVE. - P.O. BOX 608? - ANCHORAGE, ALASKA ggs03 'r~:LEPHONE g0?--2?g--0483 TELEX 0§0--3E41B JAMES W. ROONEY, P. E. MALCOLM A. MENZIES, P.E., L.S. JAMES H. WELLMAN, P.E. May 28, 1974 viA¥ 3 ,.r¢,1974 Ai i R & M NO. 462034 RALPH R. MIGLIACCIO Abbott Loop Community Chapel 2626 Abbott Road Anchorage, Alaska Re: Test Hole and Soil Log Report for Sanitary System NW i/4 Section 16 T12N~ R3W, S.M. Gentlemen: We are submitting herewith the test boring results and our comments regarding soil conditons encountered at the subject site. This investigation was performed in accordance with your request of May 24, 1974, 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 Section 16 building area for the purpose of defining general subsurface soil conditions for the propose~sanitary system. Excavation was accomplished with a tractor- mounted backhoe and the test hole was extended to a total depth of 12.0 feet below ground surface. The final log prepared for the test hole has been included in Drawing A-01. 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, INC. JWR: kd xc: GAAB ANCHORAGE FAIRBANKS JUNEAU .R&M EN ,NEERING & GEOLOGI , ,L CONSULTANTS 229 EAST 51st. AVE. - P.Q BOX 6087 - ANCHORAGE, ALASKA 99503 TELEPHONE 907--279--0483 TELEX 090--35419 Geologists Land Surveyors JAMES W. ROONEY, P. E. MALCOLM A. MENZIES, P.E.. L.S. JAMEB H. WELLMAh. P.E. June 21, 1974 R & M No. 462044 RALPH R, MIGLIACCIO Abbott Loop Community Chapel 2626 Abbott Loop Road Anchorage, Alaska Re: Test Hole and Soil Log Report for Sanitary System W 1/2, NW 1/4, NW 1/4 Section 16, T12N, R3W, S.M. Genltemen: 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. June 19, 1974, 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 Section 16 building site for the purpose of defining general subsurface soil conditions for the pro- posed sanitary system. Excavation was accomplished with a tractor- mounted backhoe and the test hole was extended to a total depth of 14.0 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. Materials excavated from building foundation was classified aB a sandy gravel (GW) and may be used as backfill in SanitaryxSewer System if not contaminated. 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, INC. ooney~ JWR:kd xc: GAAB ANCHORAGE FAIRBANKS JUNEAU ~-1 5-24-74 Gravelly Sand, (S.P.) 0.0~ 1.0' Sandy Gravel Trace Silt (G.W.) No Water Table 12.0'TD Note: Test hole excavated with tractor-mounted backhoe~ Engineering I~ Geological Consultants Inc. ' ANCHORAGE FAIRBANNS *~ L ~. SK,~ JUNEAU Abbott Loop Community Chapel Property Log of Test Hole Anchorage Alaska DAV~--28--74 SCALE 1"=2' aWN SY JRS ICHKD SY WED IPs°J'N°'462034 IDwe NO'Aq01 TH-1 6-19-74 0.OI GRAVELLY SAND (SW) SAND TRACE SILT (SP) SAND GRAVEL (GW) SAND TRACE SILT 11.5' WATER TABLE 14.0'T.D. NOTE: Test hole excavated with tractor-mounted backhoe. Engineering ~ Geologicol Consultants Inc. ANCHORAGS FAIRBANKS ALASKA aUN[AU ABBOTT LOOP COMMUNITY CHAPEL LOG OF TEST HOLE ANCHORAGE,ALASKA DAME6--20--74 SCALE 1"-2.0' iDWM BY WED CMKD ~¥ WED PROJ. MO. 462044 DW~ NO.A-O1 DEPARTMENT OF ENVIRONMENTAL QUALll ~' 3500 TUDOR ROAD ANCHORAGE, ALASKA 99507 279-8686 iNSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM ..... - ADDRESS LOCATION /~/~/)Oi~' ~C!~ LEGAL DESCRIPTION PHONE SEPTIC TANK: , NUMBER OF DISTANCE FROM WELL /~-'~) MATERIAl (~(2/L)C~'~L:~?'/- COMPARTMENTS / LIQUID LIQUID CAPACITY /~)~J GALLONS. INSIDE LENGTH -- INSIDE WIDTH ~ DEPTH__ SEEPAGE SYSTEM: NUMBER OF PITS / OUTSIDE DIAMETER - OR WIDTH LINING MATERIAL ,'? (~ul/(Ji]~'~ ~7.; ~11~9.5 ~ t?~l J]()UL~!i)~)(~DISTANCE FROM WELL NEAREST LOT LINE ,f?/') z t- TOTAL EFFECTIVE ABSORPTION AREA (WALL AREA) LENGTH (lJ 2~7~/ ! 1 DEPTH . BUILDING FOUNDATION SQ. FT. TILE DRAIN FIELD: DISTANCE FROM WELL NUMBER OF LINES / ABSORPTION AREA DEPTH: TOP OF TILE TO FINISH GRADE /L,~?A L(~l~lO/hl , FOUNDATION , NEAREST LOT LINE DISTANCE BETWEEN LINES TRENCH WIDTH SQ. FT. LENGTH OF EACH LINE z'/~, / DEPIH OF FILTER MATERIAL BENEATH TILE TOTAL LENGTH "~O / · OF LINES IN. TOTAL EFFECTIVE IN. ABOVE TILE WELL: TYPE ~)f~I/./-c'L)-'g'J~)~p,,~)Ji~EPTH~ NEAREST SEPTIC LOT LINE , SEWER LINE .TANK DISTANCE FROM WATER , BUILDING FOUNDATION SAMPLE / SEEPAGE J~.~ , SYSTEM /~'0 CESSPOOL NEAREST OTHER SOURCES DISTANCES:,, , .~ bV I~.z..- %f'°Yf / L(' (L:~vB J'u/,' [' I (~ L ~ '? J,~.'j i't ,.(~,., PL1 DIAGRAM OF SYSTEM J, - /! G.A.A.B. GREATER ANCHORAGE AREA E3OROUGH LEGAL DESCRIPTION INSTALLATION OF: SEPTIC TANK Type AND size Of FACILITY TO BE SERVED SOIL TEST RESULTS COMpLETiON DATE ANTICIPATED _ TO BE IH~TALLED BY SEPTIC TANK SIZE TYPE 5 ft. SEPTIC TANK 5 f~, . SEEPAGE P,T WATER MAIN TO SEPTIC TANK 10 ftc DRAIN FIELD 10 10 ft. ___, DRAIN F'ELD - 10 ~ $~PT,C T^Nm 25 ftt. SEEPAGE PiT 100 [t,., DRAI~ F,~LD 50 ft.. TO RIVER, LAKE, STREAM. INCH DIAMETER CAST IRON SIPHON PIPES ON SEPTIC TANK AND SEEPAGE PIT Performed Legal This GRLr~TER ANCHQRAGE AR~EA BOROUGL ) DEPARTMENT OF EHVIROHMENTAL QUALITY CASE 3500 TUDOR ROAD ANCHORAGE, ALASKA 99502 For_FtI~'FF ~ C~,.IRC}~ - ~.~[- ~l~Date Performed ~/~l~ Description: L o t~B~r~(~.~ u bdi v i s i o n /SEE Form Re~orts Soils Log '~ F~rcolation Test Depth Feet Soi 4-- 5-- 6 toELL Characteristics Was Ground Water Encountered? If Yes, At what Depth? Percolation Rate ,-~ tii nute . Proposed Inst~llat~'on: See'Dame Pit ~ Drain Field Deoth of Inlet ~/ Dep-th To Bottom Of Pit Or Trench Test Performed By Data Certified By:~.~: Performed Legal This GRE~TER ANCHQRAGE AREA BOROUGI. ~ DEPARTP. ENT OF ENVIRONMENTAL QUALITY CASE # 3500 TUDOR ROAD AN~.tIORAGE, ALASKA 995D2 For AP~l:ko'l-f' t. oo]~ C~LIRC~ - ~.!~'AL ~d~Fl~m_Date Performed Form Re~orts Soils Log .~ Percol.ation Test_ Depth F.eet Soi Characteristics Was Ground Water Encountered? NO ~?o. If Yes, At what Depth? ~/~ ~eading Date Gross Time Net Tim.e Depth~H~l~Net Drop Percolation Rate ~ Minute Proposed Insta'llation: Seer>age Pit ~ Drain Field // ° Deoth of Inlet ~ -- ~ . . ~ ~ · . . ~ - f~ Test Perf_o.,med By Gi )TER ANCHORAGE AREA BORO~"~)'I DEPARTMENT OF ENVIRONMENTAL QUALITY 3500 TUDOR ROAD ANCHORAGE, ALASKA 90507 279-8686 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM SEPTIC DISTANCE FROM WELl 2~('r') J .MATERIAl ~(~)OCA"j~~L~- COMPARTMENTs.NUMBER OF / LIQUID CAPACITY /~,~'~J GALLONS. INSIDE LENGTH INSrDE WIDTH DEPTH_ SEEPAGE SYSTEM: SEEPAGE PIT: NUMBER OF PITS Y OUTSIDE DIAMETER L N NG MA ER,AL/< 5 NEAREST LOT LINE OR WIDTH DISTANCE FROM WELL TOTAL EFFECTIVE ABSORPTION AREA (WALL AREA) , LENGTH /~-~ / , DEPTH BUILDING FOUNDATION ~K~'~~/~ SQ. FT. TILE DRAIN FIELD: TOTAL LENGTH DISTANCE FROM WELL //--~o~NDATIO~ , NEAREST LOT LINE ., OF LINES / , ABSORPTION AREA SQ. FT. LENGTH OF EACH LINE DEPTH: TOP OF TILE TO FINISH GRADE DEPTH OF FILTER MATERIAL BENEATH TILE IN. ABOVE TILE WELL: DISTANCE FROM WATER TYPE ~)/Z'~,'/'''~=-L~ DEPTH ,BUILDING FOUNDATION. ~20/ _SAMPLE /Z?~'~74/~-- NEAREST NEAREST SEPTIC SEEPAGE ~ OTHER LOT LINE '-- .. SEWER LINE -- .TANK '~OOY' , SYSTEM -~07' , CESSPOOl , SOURCES DISTANCES: DIAGRAM OF SYSTEM /, GREATER AN'CHORA~GE ,~REA BORuUGH INSTALLATION LOCATION INSTALLATION OF; SEPTIC TANK "~XIvl [/~'~'l SEEPAGE PIT % TO BE INSTALLED BY SOIL TEST RESULTS SEWAGE DISPOSAL SYSTEM -- APPLICATION AND PERMIT ., OTHER NOTE: THIS PERMIT IG NOT VALID WITHOUT SOIL "r~ST COMPLETION DATE ANTICIPATED FINAL INSPECTION: 24 HOUR NOTICE REQUIRED. BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION BY THE HEALTH DEPARTMENT AUTHORITY WILL BE SUBJECT TO PROSECUTION. MINIMUM DISTANCES, REQUIREMENTS DIAGRAM OF SYSTEM FOUNDATION TO SEPTIC TANK FOUNDATION TO SEEPAGE PIT '~ ~ ., DRAIN FIELD / SEPTIC ~ANK TO SEEPAGE PiT WALL I ~- SEPTIC TANK . SEEPAGE PIT , DRAIN FIELD TO NEAREST LOT LINE. WELL TO SEPTIC TANK · SEEPAG~ PITI?/~.~ ALSO CONSIDER AREA WELLS. · SEEPAGE PIT SEPTIC TANK, SEEPAGE PiT TO RIVER, LAKE, STREAM. DRAIN FIELD CAST IRON INTO AND OUT OF~S~I~I*~ CRIB CROSSING GAP OF EXCAVATION 5 FEET INTO UNDISTURBED SOIL, GRAVEL BACKFILL CONFORM TO BOROUGH REGULATIONS REGARDING INSTALLATION. I CERTIFY THAT IAM FAMILIAR WITH THE REQUIREMENTS OF GREATER ANCHORAGE AREA BOROUGH ORDINANCE NO. 28-68 AND THAT THE ABOVE DATE ~/./ C~f/[~PPLI CANT'S SI G NATU R E Pc-ri ~-~,':6.-,_,~'~ Community. Chapel :.a:e .~ e. ~.'):.,,e~'~ -. ~ 8/25/71 Brown clayey silt 2--' Gray sandy fine gravel 8-~. ! w 1/2, N 1/4, ~- _ .e.t ...... ~.y; National Testing Services, GAAB-HD-I G~'~'~TER ANCHORAGE AREA BOR~'~H ~ HEALTH DEPARTMENT 327 EAGLE ST. ANCHORAGE, ALASKA 99501 279-2511 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM LOCATION ~)~'F ~,.~-~ Q~'/~' - ~/~/'"'r" LEGAL DESCRIPTIONL, O~ PHONE~ SEPTIC TANK: -~0~ / ''~ ~_.~/~/~.,.~ ~.,2¢,~ NUMBER OF DISTANCE FROM WELL .COMPARTMENTS MATERIAL~ i LIQUID CAPACITY / ~ ~ GALLONS. INSIDE LENGIH ~ INSIDE WIDTH / LIQUID DEPTH___ SEEPAGE SYSTEM: SEEPAGE PIT: ~"~-j/~, ~ NUMBER OF PITS J' OUTSIDE DIAMETER OR WIDTH LINING MATERIAl ~'~ ~'"'~' DISTANCE FROM WELl ~O , LENGTH , DEPTH BUILDING FOUNDATION NEAREST LOT LINE TOTAL EFFECT VE ABSORPTION AREA [WALL AREA .SQ. FT. TILE DRAIN FIELD: DISTANCE FROM WELL NUMBER OF LINES ABSORPTION AREA DEPTH: TOP OF TILE TO FINISH GRADE NEAREST LOT LINE. TRENCH WIDTH FOUNDATION DISTANCE BETWEEN LINES SQ. FT LENGTH OF EACH LINE DEPTH OF FILTER MATERIAL BENEATH TILE TOTAL LENGTH OF LINES IN TOTAL EFFECTIVE N ABOVE TILE WELL: TYPE ~ ~EAREST LOT LINE , SEWER LINE DEPTH DISTANCE FROM · )UILDING FOUNDATION. SEPTIC SEEPAGE . TANK SYSTEM WATER SAMPLE · CESSPOOl NEAREST OTHER · SOURCES DISTANCES DIAGRAM OF SYSTEM DATE APPROVED I GREATEr, h'ANCHORAGE AREA L ROUGH HEALTH DEPARTMENT 327 Eagle St. Anchorage, Alaska 99501 : 279-2511 Case No. I~/ SEWAGE DISPOSAL SYSTEM - APPLICATION & PERMIT NAME OF APPLICANT'-~¢O. {'7'~, '~' RESIDENCE ADDRESS LEGAL DESCRIPTION APPLICATION T0 INSTALL: SEPTIC TANK TO SERVE THE FOLLOWING FACILITY FINANCED THROUGH PERCOLATION TEST RESULTS ,/~/:~ MAILING ADDRESS ,~-. PHONE LOCATION OF INSTALLATION ,SEEPAGE PIT. , DRAIN FIELD. ,OTHER ANTICIPATED DATE OF COMPLETION BELOW TO BE FILLED OUT BY HEALTH DEPARTMENT AS DESCRIBED BELOW. SIZE OF UNIT TO BE SERVED · SEPTIC TANK SIZE J,:~,jc--~ TYPE SEEPAGE AREA DIAGRAM OF SYSTEM DISTANCES: Authority I certify that I am familiar with the requirements of Greater Anchorage Area Borough Ordinance No. 28-68 and that the above described system is in accordance with said code. DATE APPLICANTS S I S N AT U R E* -~z~?~-~'~//-~ GR~-~TER ANCHORAGE AREA BOROI!GH i HEALTH DEPARTMENT !' I~ 327 EAGLE ST. ANCHORAGE, ALASKA 99501 27~:2511 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM LOCAtiON. ~LEGAL DESCRIPTION SEPTIC TANK: DISTANCE FROM WELL_ J~'~ ~'! LIQUID CAPACITY_ / (-.)O ~) GALLONS. ~.~/~, NUMBER OF ~ COMPARTMENTS - MATERIAL. .~J LIQUID INSIDE LENGTH_ INSIDE WIDTH DEPTH SEEPAGE SYSTEM: NUMBER OF PITS LINING MATERIAL NEAREST LOT LINE SEEPAGE PIT: / OUTSIDE DIAMEfER OR WIDTH ~ , LENGTH_ ~ DEPTH_ · DISTANCE FROM WELL /.:~l~ B, UILDING FOUNDATION_ TOTAL E~F~Ci~VE ABSO~T~ON A~EA (WALL A~A)_ ~SQ. TILE DRAIN FIELD: DISTANCE FROM WELL NUMBER OF LINES FOUNDATION DISTANCE BEIWEEN LINES NEAREST LOT LINE TRENCH WIDTH· TOTAL LENGTH OF LINES IN. TOTAL EFFECTIVE ABSORPTION AREA SQ. FT. DEPTH: TOP OF TILE TO FINISH GRADE_ WELL: TYPE DEPTH NEAREST LOT LINE . SEWER LINE LENGTH OF EACH LINE DEPTH OF FILTER MATERIAL ~ENEATH T LE. DISTANCE FROM '"'7~ I WATER , BUILDING FOUNDATION._ SAMPLE SEPTIC ~ f~//~/~,4 SEEPAGE ~ TANK. J~J-_~'-~ _. SYSTEM. , CESSPOOl IN. ABOVE TILE NEAREST OTHER SOURCES DISTANCES: I IO DIAGRAM OF SYSTEM DATE APPROVED HEALTH AUIHORIIY ~AAB~ Do'~ GREATE _'.' ANCHORAGE AREA !] )ROUGH HEALTH DEPARTMENT 327 Eagle St. Anchorage, Alaska 99501 279-2511 Case No. ~ , SEWAGE DISPOSAL SYSTEM o APPLICATION & PERMIT NAME OF APPLICANT_/~' RESIDENCE ADDRESS i/ LEGAL DESCRIPTION ~' APPLICATION TO INSTALL: SEPTIC TANK TO SERVE THE FOLLOWING FACILITY FINANCED THROUGH PERCOLATION TEST RESULTS ,¢/~_, SEEPAGE PIT THIS IS TO SERVE AS ~ PHONE NO. .~---K--~',¢~._ M A ' L I N GADDRESS- LOCATION OF INSTALLATION ~;'~-L'~"(~ .5~/ , DRAIN FIELD -, OTHER TO BE INSTALLED BY ,,,,~,,,'~ ANTICIPATED DATE OF COMPLETION BELOW TO BE FILLED OUT BY HEALTH DEPARTMENT~,,. .AS DESCRIBED BELOW. SIZE OF UNIT TO BE SERVED · SEPTIC TANK SIZE ,,,/~O0 _TYPE _ SEEPAGE AREA --"-"--- _TYPE '-- DIAGRAM OF SYSTEM ~e requirements of Greater Anchorage Area Borough Ordinance No. 28-68 and that the above described system is in accordance with said code.