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Home My WebLink AboutBRUIN PARK BLK 3 LT 1 GREI 'R ANCHORAGE AREA BORe'"GH Department of Environmental Quality 3330 C Street . , Anchorage, Alaska 99503 'INSPECTION REPORT ON-iSITE SEWAGE DISPOSAL SYSTEM ;'' ' C~ LOCATION /"(~'Ct~5 MATERIAL (-_..'~,qd_ V'~'"~-~--COMPARTMENTsNUMBER OF LIQUID DEPTH LIQUID CAPACITY. ~--{:' ~;}' '~ GALLONS. SEPTIC TANK: DISTANCE FROM WELL /~ MANUFACTURER INSIDE LENGTH INSIDE WIDTH SEEPAGE PIT: NUMBER OF PITS LINING MATERIAL BUILDING FOUNDATION__ ADDITIONAL ABSORPTION /;Y DIAMETER OR W,DTHZZ, -5~ ' / LENGTH '- ~ DEPTH DEPTH /~)' DISTANCE FROM: WELL / ~ EFFECTIVE /~:77~ ABSORPTION AREA (WALL AREA) SQ. FT. CRIB SIZE: DIAMETER NEAREST LOT LINE '¥,//C/~ WELL: ~,,,~.5~.~;,~,,' /A~ /,/, ~ co~s~c~,o~ BUILDING NEAREST FOUNDATION __, LOT LINE CESSPOOL , OTHER SOURCES APPROVED_ . DISAPPROVED ~ DEPTH DISTANCE FROM: NEAREST SEPTIC / SEEPAGE / 5.~;/ SEWER LINE , TANK / ~f~;' SYSTEM REMARKS DISTANCES: DIAGRAM OF SYSTEM INSTALLED BY: ...~ / PIPE MATERIAl' LOT SLOPE: 5, I'),'~ Form No. EQ~O31 GReATEr ANCHORAGE ArEA BorougH DEPARTMENT OF ENVIRONMENTAL QUALITY 3330 "C" STREET ANCHORAGE, ALASKA 99503 TELEPHONE 274-456! PERMIT NO. SEWAGE DISPOSAL SYSTEM -- APPLICATION AND PERMIT - ' ;4~;~ ......~ ....... PHONE INSTaLLaTION OF~ SEPTIC TaNK ~ SEEPAGE PIT ~------~ , DRaiN FIELD OTHER TYPE AND SIZE OF FACILITY TO BE SERVED FINANCED THROUGH TO BE INSTALLED BY SOIL TEST RESULTS --~_,~_~ --J"Z~), .//---~?-7/~ NOTE: THIS PERMIT IS NOT VALID WITHOUT SOIL TEST 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 sizec~;)~-J~::~ ~, tYPE MINIMUM DISTANCES, REQUIREMENTS FOUNDATION TO SEPTIC TANK SEPTIC TANK TO SEEPAGE Pit WALL SEPTIC TANK TO NEAREST LOT LINE. DRAIN FIELD WELL TO SEPTIC TANK DRAIN FIELD WATER MAIN TO SEPTIC TANK . . SEEPAGE PIT DRAIN FIELD / / .... DRAIN FIELD SEEPAGE PIT ~/~ f , _ , DRAIN FIELD ~'~ ' . SEEPAGE Pit ALSO ~ONSIDER AREA WEELS. TO RIVER, LAKE, STREAM. CAST IRON INTO AND OUT OF SEPTIC TANK AND INTO CRIB CROSSING GAP EXCAVATION 5 FEET INTO UNDISTURBED SOIL. 4 INCH DIAMETER CAST IRON SIPHON PIPES ON SEPTIC TANK AND SEEPAGE FITTED WITH AIRTIGHT REMOVABLE CAPS. GRAVEL BACKFILL CONFORM TO BOROUGH REGULATIONS REGARDING INSTALLATION. SEEPAGE AREA SIZE TYPE I DIAGRAM OF SYSTEM G .A .A .ri · OR LICENSED DESIGNER CERTIFY THAT [ AM FAMILIAR WITH THE REQUIREMENTS OF GREATER ANCHORAGE AREA BOROUGH ORDINANCE NO. 28-68 AND THAT THE ABOVE DESCRIBE~D pTEM//Q IS IN ACCORDANCE WITH SAID CODE. -~.~-~~/~'"~ FoRM .o. E---01~ / "' / ,I~£PARTMENT OF ENVIRONHFHTAL QU~.I. ITY - 1974 ~1 3330 "C" Street ANCHORAGE, ALASKA 99503 O~ATER ANqHOP, AO~ A~E~ BOROUGH DEPT; OF ENVIRONmentAL ~UALITY Performed For Leo Sawyer__(Baptist Church) Legal Description' Lot Block__ This Form Reports Soils Log __X Depth Feet Case # Dated Performed May. 3 *see corrime~it~ Subdivision Percolation Test Soil Test Must Be Logged To 4' Below Proposed Seepage System Soil Characteristics Peat and organics w Clay, fairly dense with occasional gravel CH-SW m Fine sand with silt SP-ML 10-- 12~ 14~ 16~ Fine sand with gravel SP-GM Was Ground Water Encountered? If Yes, At What Depth? No Reading Date Gross Time Net Time Depth to H20 Net Drop Percolation Rate Mi nul:e Proposed Installation: Seepage Pit X Drain Field Depth of Inlet Depth to Bottom of--Pit or Trench 16' COMMENTS: We recommend 205 sq. ft. per bedroom based on Boroug_h.regulations a~d__s_pils , conditions. NE 1/4, NW 1/_4, NW i/~, NE 1/4, Sec. 20, T12N, R3W, S.M. excel2_t_ that land occu_p_ie.d by_the_ Seward =h'Ig'~')w. ~ay- an~ d 0 ' M atl'~ig ' 1T6~-d-r~'g-hi't~oT~ A-~ ~est t~ertormed BY ............ ] .... JA_m_e.~_en.__ Date Certified BY: ALASKA MINERAL & MATERIALS LAB Dai:e'~ ............................ DEPARTMENT OF ENVIRONMFriTAL QUAI. ITY 3330 "C" Street ANCHORAGE, ALASKA 99503 Case # PerfOrmed For l,e.o_Sawye~..(BaptistChurch) Dated Performed_M~y3 Legal Description: Lot Block Subdivision *see c°m'mentS; This Form Reports Soils Log X Percolation Test - Soil Test Must Be Logged To 4' Below Proposed Seepage System Depth Feet Soil Characteristics Peat and organics m Clay, fairly dense with occasional gravel CH-SW Fine sand with silt SP-ML 10-- 12~ 14~ 16~ Fine sand with gravel SP-GM Was Ground Water Encountered? If Yes, At What Depth? No I 't I 1., '1' ' F,F',' Reading Date Gross Time Net Time Depth to It20 Net Drop Percolation Rate Minu~_"'~ Proposed Installatio-n-: Seepage Pit X Drain Field Depth of Inlet ~ Depth to Bottom of--Pit or Trench 16' COMMENTS: We recomm~,Sd 20~$ ~FI. ~t. per bedroom based on Borough re~,~ulations and soils conditions. ~t, ., ' ........... · NE 1/4, NSV 1/.4, NW i/6, NE if4, Sec. 20, T12N, R3W, S .M. ex_ce_~t that land occuple_db¥_th~ Seward ~Highw_ay 'a'~~y'l~oad right~-o~5, .... ~est Performed ~¥ ~_J~._.m_~son_ Date Certified BY: ALASKA MINERAL & MATERIALS LAB Date: