The URL can be used to link to this page

Home My WebLink AboutParcel 10 .. ~GREA1,.R ANCHORAGE AREA BOROugH Department of Environmental Quality 3330 C Street Anchorage, Alaska 99503 INSPECTION REPgRT ON.-SI~T~SEW~GE DISPOSAL SYSTEM SEPTIC TANK: p~ DISTANCE " ~'~ ~ NUMBER OF FROM WELL /~ MANUFACTURER MATERIAL _COMPARTMENTS / INSIDE LENGTH /~ INSIDE WIDTH LIQUID DEPTH LIQUID CAPACITY ~ALLONS ' '~~l ~ / ~ J TOTAL LENGTH DISTANCE FRO~WE~ FOUNDATION r~¢~ ~NEAREST LOT LINE ~ _OF LINES_ /~ / ~u~u~o~u~s ~m~c~e~,w~s~u~us /~/ ,~u~c~w~r~~¢ ~ ~ f~5 IN, . TOTAL EFFECTIVE TH OF EACH LINE DEPTH: TOP OF TILE TO FINISH GRADE~ / , f/ ATERIAL BENEATH TILE TYPE ~ONSTRUCTION DEPTH .~ DISTANCE FROM: BUILDING NEAREST NEAREST SEPTIC / SEEPAGE FOUNDATION~, LOT LINE~ SEWER LINE~ TANK J~ SYSTEM /~ g CESSPOOL OTHER SOURCES APPROVED DISAPPROVED REMARK$/~ . DISTANCES: INSTALLED SEWER LINE DEPTH: ~D DIAGRAM OF SYSTEM DATE ~'~APP ROVED G.A.A.B. INSTALLATION Of: SEPTIC TANK ~ ~/EEPAGE PIT / DRAIN FIELD OTHER 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. SEPTIC TANK SIZE /~'~ TY~E SEEPAGE AREA SIZE ~4.~ ~ 1~ ' 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* WELL TO SEPTIC TANK DRAIN FIELD WATER MAIN TO SEPTIC TANK DRAIN FIELD -, DRAIN FIELD ., DRAIN FI~-LD SEEPAGE PET ALSO CONSIDER AREA WELLS. . SEEPAGE PIT 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 D~AMETER CAST IRON SIPHON PIPES ON SEPTIC TANK AND SEEPAGE PIT FITTED WITH AIRTIGHT REMOVABLE CAPS. GRAVEL BACKFILL TO BOROUGH REGULATIONS REGARDING INSTALLATIO // h DIAGRAM OF SYSTEM GREATER ANCHORAGE AREA BOROUGH ORDINANCE NO. 28-68 AND THAT THE ABI Ronald J. Reiland, P.E. SRA Box 1452 R Anchorage, Alaska 99502 August 22, 1975 Greater Anchorage Area Borough Department of Environmental Quality 3330 C Street Anchorage, Alaska 99503 Subject: Water and Sewage Disposal for Development of the E½, SE%, SW¼, SW%, Sect. 21, T12N, R3W, SM. Gentlemen: As I have discussed with you on the telephone, the %~iab~ue property has been purchased by St. Paul Miki Catholic Church. It is their intention to construct a Rectory, with temporary church facilities in the basement, which is daylighted to the back. Construction of a seperate church will be some time into the future. The rectory and temporary church facility will consist of a prefabricated modular unit set onto a full basement. The modular has already been ordered, so to expedite the obtaining of a building permit, and because of the time required to obtain a zoning exception for a church in an R-6 zone, the current application is only for construction of a residence. The zoning exception will be filed in the ~ear future. The sewage disposal system has been designed to accommodate a church with seating of 100 to 125 persons. This will allow the system to be used if and when a zoning exception is granted. The sewage disposal system has been located so the existing well can be used for a single family residence, with the recognition that before the exception for church use is granted, provisions will be made to develop a water source compatible for public use. Attached are copies of the soils information at the site, a plot plan and computations for sizing the water and sewer system. All installations will be made in accordance with the requirements of the G.A.A.B. Department of Environmental Quality. If you need additional information, or have any questions, please let me know. Very truly yours RJR/jw Enclosure CONSULTANTS. INC. August 22, 1975 R & M No. 562095 Mr. Ron Reiland Saint Paul~s Church P. O. Box 6087 Anchorage, Alaska Test Hole and Soil Log Report for Sanitary System E~ SE%, SW%, SW%~ Section 21, T 12 N, R 3 W, S.M~ Dear Mro Reiland: We are subraitting herewith the test boring results and our comments regard- ing soil conditions encountered at the subject site. This investigation was performed in accordance with your request of August 20, 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 total of 2 test holes were put down within the Section 21 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'holes were extended to a total depth of 20.0 feet below ground surface. The final log prepared for the test hole has been included in the Drawing A-01 & A-02. Ground water was not enoountered in the test holeo 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, CONSULTANTS, INC. Pr;' iaent JWR/ja x¢: GAAB T.H.-1 8-21-75 0.0t ORGANICS w/SO~ SILT SILT, TIqACE SAND SAND, TRACE SILT 5~D TO COARSE GRAIN Gray (SP) 15.0' SAND, SOblE SILT (SM) NO WATER TABLE 20.0~ T.D. Log represents E%,SE%,SW¼,SW%, Section 21 %. Consult(]nts Inc, ALASKA Saint Paul's Church Property Log of Test Hole Anchorage, Alaska T.H.-2 8-21-75 0.0' ~ SILT, TRACE SAxND ORG'~,~IC ~tT~,R~A.~ (p~at) SILT, T~CE S~ND T~CE G] y'~:: ,.: SIL~ S~DS T~CE G~L ;~.': },:~'.';: .~ SILT, TP~ S~ND T~CE G~ 4.0' GRAVEL ( 1,[L ) .5.0' (SM) 12.0' GRAVEL (MA) 20.0' T.D. NO WATER TABLE Log represents E%,SE¼,SW¼,SW¼, Section 21 T 12 N, R 3 W, S.M. R Consultonts inc. '~LANGHOR~.OE FAIRSANK$ ALASKA JUN£~U Saint Paul's Church Property Log of Test Hole A~chorage, Alaska CONSULTANTS, INC. JUNi~J.% 1 ~ .Augusk 22, 1975 R & M No. 562095 Fir. Eon Reiland Saint Paul's Church P. O. Box 6087 Anchorage, Alaska RE: Test Hole and Soil Log Report for S~nitary System E%, SE%, SW%, SW%, Section 21, T 12 N, R 3 W, S.M. Dear Mr. Reiland: We are submitting herewith the test boring results and our comments regard- ing soil conditions encountered at the subject site. This investigation was performed in accordance with your request of August 20, 1975, and those procedures outlined in a letter dated July 15, 1975, by Mr. Roll Strickland of the Greater Anchorage Area Borough Department of Environmental Quality. A total of 2 test holes were put down within the Section 21 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 holes were extended to a total depth of 20.0 feet below ground surface. The final log prepared for the test hole has been included in the Drawing A-01 & A-02. 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 CONSULTANTS, INC. JWR/ja xc: GAAB T.H.-2 8-21-75 · "' SILTt TRACE SAND ~' ORGA2,~IC ~LATERI~ (peat) 4.0I SILT, TRACE SAND TRACE GRAVEL (~,LL) 5.0' SILTY SA~DS TRACE GRAVEL (SM) 12.0' SILT, TRACE SAND TRACE GRAVEL ,(ML) NO WATER TD-BI~E 20.0' T.D. Log represents E%,SE¼,SW¼,SW-~, Section 21 T 12 N, R 3 W, S.M. Consultants Inc. ANCHO~AG~ ~A~.~ANKS ALASKA Saint Paul's Church Property Log of Test Hole Anchorage, ~laska C~A~-E~3--22--75 SCALE 1"=3' OWN ~Y [';ED CHKD eY ~fED ~=ROJ, NO-562095 I[3WG NO. A-0 2 T.H.-1 8-21-75 0.0' ORGANICS w/SOME SILT 1 '~ S~LT' TRJACE SA~D (~[L) . '" '""": SAND, TRACE SILT "-.-. Gray (SP) :.~l. ~ SANDr SObtE SILT (SM) 15.0' ).0' T.D. NO WATER TABLE ' i Log represents E~,SE¼,SW%,SW¼, Section 21 T 12 N, R 3 W, S.M. ,/ A Consultants Inc. ALASKA ,~UN ~AU Saint Paul's Church Propermy Log of Test Hole ~chorage, Alaska 8-22-?5 I$¢m-E 1"=3' I D',v~,~ E~Y W~D t c.~<~ ~¥ WE~ IPROa-~O. 562095 ~-owo NO. A-0i ~ ..... ~ - - -.-L,,.--~.._._.: - - --- T ' j'" _