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Home My WebLink AboutGRANITE VIEW BLK 7 LT 14A sGRE/ c.R ANCHORAGE AREA UUF 'lbrl Department of Environmental Quality 3330 C Street Anchorage, Alaska 99503 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM LOCATION (--.~-AN ITF_- VIP~Vt/ LEGALDESCRIPTION COT 15j I~01c_.7 ~l~lVITE gl IgW SEPTIC TANK: DISTANCE I'~O FROM WELL INSIDE LENGTH MANUFACTURER STACK STEEL MATERIAL NUMBER OF COMPARTMENTS INSIDE WIDTH '~ LIQUID DEPTH '-- LIQUID CAPACITY. I ~--~(~ GALLONS. SEEPAGE PIT: NUMBER OF PITS I . DIAMETER '~ OR WIDTH 2-~-, / LENGTH ~7, DEPTH I~-- / 4' ' LINING MATERIAL CONC.~'Te CraB S~ZE: DIAMETER DEPTH I'~ DISTANCE FROM: WELL ¢ I 4 0 ~' I~lN C-I S / TOTAL EFFECTIVE BUILDING FOUNDATION4 ~) NEAREST LOT LINET'~'0 ABSORPTION AREA (WALL AREA) ] 17 /_Z2 SQ. FT. ADDITIONAL ABSORPTION WELL: (2p._IVA TE TYPE ¢ I1 BUILDING / FOUNDATION 70 , CONSTRUCTION NEAREST LOT LINE C ESS PO O l OTHER SOURCES DEPTH DISTANCE FROM: NEAREST SEPTIC / SEEPAGE SEWERLINE TANK I~o SYSTEM 140 APPROVED DISAPPROVED REMARKS DISTANCES: INSTALLED BY: PIPE MATERIAL: ~--~, -~- ' LOT SLOPE: REMARKS: Form No. CO-031 DIAGRAM OF SYSTEM DATE T' 4-Z0 Z'l' [,¢aopo-s ~ ~ t, I 4 GDP.~ 47 I 70 ¢ I , G.A.A.B. ..¢~, '¢6 GREATEr ANCHOrAgE AREA B~ ,,.M,T~O. DEPARTMENT OF ENVIRONMENTAL QUALITY 3530 "C" STREET ANCHORAGE, ALASKA 99503 TELEPHONE 274-4561 SEWAGE DISPOSAL SYSTEM -- APPLICATION AND PERMIT 'EGA' DESCR,PT,ON Bi-( '-7 L.Jr. 1% INSTALLATION OF: SEPTIC TANK TYPE AND SIZE OF FACILITY TO BE SERVED FINANCED THROUGH SOil TeST REBULTS / , DRAIN FIELD ., OTHER ~.'q/-,-' NOTE.' THIS FERMIT IS NOT YALID WITHOUT ~OIL 'TEST COMPLETION DATE ANTICIPATED FINAL INSPECTION: 24 HOUR NOT~CE REQUIRED. BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION BY THE DEPARTMENT OF ENVIRONMENTAL QUALITY AUTHORITY WILL BE SUBJECT TO PROSECUTION. TANK B~E AREA SIZE C ~ ~ MINIMUM DISTANCES, REQUIREMENTS / FOUNDATION TO SEPTIC TANK POUNDATION TO SEEPAGE PIT , DRAIN FIELD SEPTIC TANK TO SEEPAGE PIT WALL SEPTIC TANK , SEEPAGE PIT , DRAIN FIELD TO NEAREST LOT LINE. WELL TO SEPTIC TANK /(--~ O , SEEPAGE PIT / DRAIN FIELD ALSO CONSIDER AREA WELLS. WATER MA'N TO SEPTIC TANK /('/ SEEPAGe PIT DRAIN FIELD SEPTIC TANK, /(~)O, SEEPAGE PIT /O0 , DRAIN FIELD TO RIVER, LAKE, STREAM. CAST IRON INTO AND OUT OF SEPTIC TANK AND INTO CRIB CROSSING GAP OF EXCAVATION E FEET INTO UNDISTURBED SOIL. 4 INCH DIAMETER CAST IRON SIPHON PIPES ON SEPTIC TANK AND SEEPAGE PiT FITTED WiTH AIRTIGHT REMOVABL~.~-~-~ DIAGRAM OF SYSTEM GRAVEL BACKFILL CONFORM TO BOROUGH REGULATIONS REGARDING INSTALLATION. I CERTIFY THAT I AM FAMILIAR WITH THE REQUIREMENTS OF GREATER ANCHORAGE AREA BOROUGH ORDINANCE NO. 28-68 AND THAT THE ASOVE ,E,CR,,e,,YSTEM I, IN ACCOR,ANCe WITH SAID CODe.:~ ~/7~ APPLICANT'' 'IGNA~'RE ~ ~J ~~'~~J -~"~._./ ..... ~ _ , ~ ~ 3500 TUDOR ROAD ANCHORAGE, ALASKA 99502, Performed For BillZubeck '.' Legal'-Descrip~tion: - lot. IS Block '/ This Form Reports Soils 'Lo'g .... gate Performed May 9, 1973 Subdivlslon Granite View ' XX Per--aliGn Test Depth Feet Soil Characteristics Silt wit~ 4" - 6" organic surface small quantity Scattered rocks and sand pockets Layered silt/sand, tan · Sand of 1" to'~'.' lenses, clean · med. to med. coarse SW - S M measured section 4,' of:sand lenses. @ 125 9' o~ Mlt/sand mix @.275 Bottom of hole blas Ground Water Encountered? ,'F Yes, At What Depth? Reading Date Gross Time Net., Time Depth to H20 Nei~ Dro_~ "P-~-~-~-6qaLion Rate MinuTe Proposed Insta]l'~'t'ion: Seepage Pit XX Drain Field Depth Of Inlet Depth TO Bottom Of Pit Or Trench COM4£NTS: Contractor states he willuse bit ~om 2'doWn. The usable 13' section indicates 228 sq. ft. per bedroom required. .Alaska Mineral & Materials Lab, In'c. ] es~q-f-P'~rf'ormed-TBY W. ~. Arwood Data C'ertifle~'i~-d--~y: R~:r~.~nmLxi%-~x~_~, Da te :~9-/3 Civil En#ineers 229 EAST 5ist. AVE. -- P.O. BOX 6087-- ANCHORAGE, ALASKA 99503 TEI_.EPHO~E 907--279--0483 TELEX 090--35419 JAMES W. ROONEY, P. E. MALCOLM A. MENZIES, P.E., L.S. JAMES H. WELLMAN, P.E. RALPH Il. MIGLIACCIO August 27, 1973 Mrs. Peggy Mullins Ace Realty 3741 Parsons Anchorage~ AJt 99504 R & M No. 36655 Test Hole and Soil Log Report 'for Sanitary System~ Lot 16, Block' 7, Granite View Subdivision Dear Mrs. MuJ. lins: We are submitting herewith the test boring results and our con~,me~ts regard]ing soil conditions encountered at the subject site. This investigation was performed in accordance with your request of August 20, 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 16 area for the purpose of def_ining general subsurface soil conditions for the proposad sanitary system. E×eavation was accomplished with an auger type driliiag rig 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 inc]_uded in Draw Lng A-01. Ground water was ~].ot encountered in the test ho].eo We appreciate being given th:La opportunity to be of service to yo,,~. Shoald you have any questions with regard to the above, pit. ease do net hesitgte to contact us. Very truly yours, ,~K?R: pb xc: GAAB / JUNEAU GRAVEL:' SAND, SOME GRAVELT SA~V,D SOME STILT NC) WATE~ 7tTA~3LE DEPT. OF ENVIRONMENTAL CONSERVATION September 7, 1973. / POUCH 0 -- JUNEAU 99801 Mr. Rolf Strickland Dept. of Environmental Quality Greater Anchorage Area Borough 3330 C Street Anchorage, Alaska 99503 SUBJECT: Lot 16, Blko 7, Granite View Subdivision Dear Mr. Strickland: We have reviewed a plot plan presented to this depart- ment by the developer, Mr. Sam Hill and feel that the waste- disposal system can be placed on the lot in an acceptable manner without creating any problems or health hazzards. It would appear that if the system is placed in the upper right hand corner of the lot when the plot plan is correctly oriented that the hundred foot distance from any existing well can be met. This will however involve crowding the property lines somewhat but I do not forsee this as a problem. Also we would not object, due to the location of the wells, if it were not possible to maintain a strict one-hundred feet, and it would be necessary to crow~say 95 feet or so. If you desire any further clarification on this please do not hesitate to contact me. Yours truly, Regional En¥ironmeYr'~al Engineer cc: Sam Hill March 20, 1975. WILLIA;4 4, EGAH, GOYE£h'OR SOUTHCENTRAL REGIONAL OFFICE MACKAY I~LDG. 338 DENALI STREET ANCHORAGE 9950~ Mr. Richard Blue 5062 North Circle Anchorage, Alaska ~3IKIECT: Lots 14 ~ 15, Block 7 -Granite View Subdivision Dear Mr. Blue: We have revim~'ed your situation in light of the interpretation of the 40,000 Sq. Ft. -20,000 Sq. Ft. requirement contained in Section 18 A&C 72.030 of the Department of EnvSro~enta] Conservation Waste Wster Regulations. It is our finding that since you had o~.mership of the lot on or before February 5, 1973 m~,d that you intend to construct a private residence for )'our personal use, th, at this particu- lar Section of the h'aste Water Regulations is not applicable in your CaSe. We ~could however advise you that of course all existing Borough Rega~lations are in effect and are app]_~cable in all cases except where State requirements are more stringent. Yours truly, CC: RECEIVED HAR Z 1973