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Home My WebLink AboutCHENOWETH LT 5 GRF ER ANCHORAGE AREA BO - UGH Department of Environmental (~uality 3330 C Street Anchorage, Alaska 99503 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM NAME. / LOCATION SEPTIC TANK: DISTANCE FROM WELL - INSIDE LENGTH MANUFACTURER --:"'-" ';' --"' MATERIAL INSIDE WIDTH LIQUID DEPTH __ NUMBER OF COMPARTMENTS LIQUID CAPACITY GALLONS. SEEPAGE PIT: NUMBER OF PITS , '' DIAMETER ':? OR WIDTH__, LINING MATERiAI.~ ~ ~ CRIB SIZE: DIAMETER.,¢ BUILDING FOUNDATION ; :' NEAREST LOT LINE- , '~' ADDITIONAL ABSORPTION LENGTH__, DEPTH DEPTH :- DISTANCE FROM: WELL'*'.,< ." ;: '"'-"" TOTAL EFFECTIVE ABSORPTION AREA (WALL AREA) ~" ' -~ SQ. FT. TYPE CONSTRUCTION BUILDING NEAREST FOUNDATION __, LOT LINE CESSPOOL , OTHER SOURCES. APPROVED DISAPPROVED NEAREST SEWER LINE DEPTH DISTANCE FROM: SEPTIC SEEPAGE , TANK __ , SYSTEM REMARKS DISTANCES: ' ' INSTALLED BY: LOT SLOPE REMARKS: Form No. EQ-Oal DATE DIAGRAM Of SYSTEM APPROVED G.A.A.B. V¢ t:;t · . z .., 7./ Greater ANChOraGE Area BOROUGh PERMIT NO. DEP~RTMENT Of ENVIRONMENTal QUALITY 3330 "C" STREET ANCHORAGE, ALASKA 99503 TELEPHONE 274-4561 SEWAGE DISPOSAL SYSTEM -- APPLICATION AND PERMIT INSTALLATION OF: SEPTIC TANK TYPE AND SIZE OF FACILITY TO BE SERVED FINANCED THROUGH SOIL TEST RESULTS ~j~..~-/7 COMPLETION DATE ANTICIPATED MA'L'NG ADDRESS .5~r9 /?,ox vTo°-*c o~so~ PHONE SEEPAGE Pit DRAIN FIELD OTHER TO BE INSTALLED BY NOTE: THIS PERMIT IS NOT VALID WITHOUT SOIL TEST 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. TYPE d~'i'~u/.,, ' SEEPAGE AREA SiZE .-,/ SEPTIC TANK SIZE 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 // O / SEPTIC TANK, /d~) , SEEPAGE PIT DRAIN FIELD DRAIN FIELD /O 0 SEEPAGE PIT ALSO CONSIDER AREA WELLS. 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 DIAMETER CAST IRON SIPHON PIPES ON SEPTIC TANK AND SEEPAGE Pit FITTED WITH AIRTIGHT REMOVABLE CAPS. GRAVEL BACKFlU.. CONFORM TO BOROUGH REGULATIONS REGARDING INSTALLATION. G .A.A .B. OR LICENSED DESIGNER DIAGRAM OF SYSTEM I CERTIFY THAT I AM FAMILIAR WITH THE REQUIREMENTS OF GREATER ANCHORAGE AREA BOROUGH ORDINANCE NO. 28-68 AND THAT THE ABOVE DATE '(. APPL,CA.T'SS,G.AT.RE ._ GREATER ANCtlOt<AGE AP, LA UOROb Department of [nvironmerita] Quality 3330 "C" Street Anchorage, A1 aska 99b03 S()II~S 1,0(~ - PEROI,ATION TEST Legal Descrl pti c}n · ~L~> This form reports' Soils log_ Percolation Lest Depth Feet 2- 3- 4- 5- 6- 7- 8- 10- 11 - 12- 13- 14 Was ground water encountered? If yes, at wi~at depth? Reading Date Gross Time Net TimetDepth to Water Net Uro? Pe rco 1 a t i on 'Fi t--e- ............ ilFi-n-u-~-e-. ..Proposed installa~-~,' Seepage Pit _. Drain Field Depth of Depth ..... Inl? . to bottom of pit or trencil Perfomed By: j(~z e .3- }.~r'~:~_. Certi fi ed By EQ-040 (6/74) (907) 243-2282 KEN JOHNSON KEN'S COMPANY WATER WELL DRILLING PUMP SALES & SERVICE 30 YEARS ALASKA DRILLING DALE ~CK~NLS¥ ..- 3163 LINDEN DRIVE ANCHORAGE, ALASKA 99502 ~! 13, 73 ft to ?4 ft 74 fm to 76 ft 76 ft to 77 ft 77 ft to 79 ft 79 ft to 84 ft WATER WELL Organio silt M~dium & comtes gravel with brown silt Course gray & gray silt Med gray & light brn silt~ Same with gray milt '' Sand with some fine grav..loose..~ry Med gray & gray milt Med mand & pea gray Fine sand dirty .. 1~ t° 2 ft open hole Slightly courser sand with some pea gA'aw (weeps) fine & mod sand with some oourse/ with water,, 8 ft. head ..3 to 4 Mod gray with mod sa~d{ water bearing Test bailed ! hr. at 9 QP~.,15' head ~' drawdow~t very olean Med gray with small ,ate~ bearing Formation same..test ba~led 9 ~P~..16' head ?* drawdown ..very clea~ Same but yields ? Mod gray & brown mllt..dry..drills open Set 5 ft. of .080 slot stainless Steel Screen · tth K-Packer ( See attached Drawing ) Screen set from 73 ft to 78 ft., See attached mheet for test pump data FEB 2 7 'i9~ ,MUNICIPALITY OF ANCHOP. A(~E DEPT. OF HEALTH & ENVIRONMENTAL PROTECTION~ RECEIVED Sheet / of__/'~/ TIME LEVEL GPM RE S REMARKS ./~ ~ c, ~ ~1 ~ . ~ s/ ~UN C1PALI~ OF ANtOinE ~-'~ . .... t~ '~--~ D~PT. O[ HEALTH & I I WATERWELL - TEST PUMP REPORT Well Location /_/e~ .~ C/4~~~ .~0~, Well Information: -Tt~. D~th~Depth of Casing ~ - -Screen F.m Casing SI. ~ // Screen Dlam ~Scmen Slot Pump Information: Intake Depth ~ Pump 5lze .~ ~ ,~ Air Line Depth Static Water Level -~ ~ Av. Dlscha~e ~ ~PM, Max.Brawdown -- -' ' Pump On: Tlme ]~D~ Date ~Pump Off: ~Tlme ~.~ Date ~ ~ ~ C~/~ GR[ATER ANCHORA&E AREA BOROUGH Department of Environmental Quality H E N 0 R A N D U ~ October 1~, 1971 TO: Planntng 0tck Glasheen FROH: SUBJECT: Roll Strtckland, Assistant Director Case 5-2504, Chenoweth Subdivision. The Greater Anchorage Area 8orough, Department of Environmental Quality has re. viewed the soils information supplied by th(: gin,s:ri o~') this ~'roject. J~as~,~on th(: e~ginee-r's soil classifi- c~tior, ~ fichu that th~s~~ lots ar~ sui~abl~~ for o~-stte disposal and rucor:~end arrrovat as subp~itt~d. Ad~quat(~ t)~divi- dual water su~li('~s ca~, be exp(,cted on th,.,sc w~lls in thc, cc- Lounsbury & Associates st GREATER ANCHORAGE AREA BOROUG.n 104 West ~orthern Lights Boulevard Anchorage, Alaska 99503 S- 2504 Plat Status: Final Date~ Aug. 17, 1971 BOROUGH~ Engineer ~ealth Department Public Works Dep~rtment ~ Fire Department School Distzic't Street 1~ames Tax Assesser Alaska Department of Eighways Alaska Railroad Anchorage Natural Gas Corp. Central Alaska Utilities Chugach Electric Association CITY OF ~OiORAGE: Fire Harshai Hunicipai Light & Power Department Property Management Officer Public Works Department Telephone Utility Traffic Engineer Water Utility GAB Telecommunications, Inc. Matanuska Electric Association Hatanuska Telephone Association Assistant Superintendent of Mails Re: Subdivision / Fa~L~L~/~XX~X~~X Description of Property: Chenoweth Subdivision Owner; Chenoweth Gentlemen: Petition has been received by the Greater Anchorage Area Borough Plm-~nir~l and Zoning Commission for the proposed Subdivision of subject proparty, Attached is a copy of hhe proposed plat. Uill you please submit your comments in writing, specifying any ease~.?_nts or other requirements that your department or ~.gency may ~.eed. If we do not hear from you bL Sept. 3. 197--1 .., we will assume that you do not wish to sub.it any comments. If you have no further u~e for the attached print, please return it with your comments. Planning Department Enclosure GEOLOGIC SOIL INVESTIGATION OF CHENOWETH SUBDIVISION Legal Description: Lots 176, 176A, 179 & 179A, SW 1/4. Section 33, T 12 N, R 3 W, S.M. Report to: Mr. C. E. Chenoweth Jr. October 8, 1971 Prepared by: HEWITT ¥. LOUNSBURY & ASSOCIATES 723 West 6th Avenue Anchorage, Alaska INTRODUCTION This report is the result of our field soil investigation conducted October 7, 1971 on the proposed Chenoweth Subdivision. Legal Des- cripiton: Lots 176, 176A, 179 & 179A, Southwest one-quarter, Section 33, Township 12 North, Range 3 West, Seward Meridian, Alaska. The ChenoWeth Subdivision is a newly proposed residential area being planned exclusive of public water and sewer utilities. Development of adequate sanitary facilities will be the responsibility of the ~individual property owners. Sewage disposal will consist of con- ventional septic tanks draining into a seepage pit and/or drain field. The water source will be from individually drilled and cased wellS. The purpose of the investigation was to define in detail the soils conditions within the property and determine area requirements for proper sewer seepage in the particular soil found. INVESTIGATION Our investigation consisted of (1) a geologic review of the general area, and (2) field inspection and analysis of gravel pit cuts on the property. SUBSURFACE SOILS & CONDITIONS Specific types and depths of soils are shown in the enclosed field inspection report. The soils were found to be well graded gravel (GW) with a top soil cover of one to two feet. The cut was to a depth of over 30'. below the undistrubed soil surface and subsequent terraces were to a depth of 80 feet or more, all revealing the same gravel material. No impervious layers were found therefore, no water table within twelve feet of'the surface is expected. CONCLUSION From the information gathered during our investigation we concluded that the soil conditions are well suited for the proposed residential development sanitary sewer needs. The minimum horizontal seepage area requirements for individual systems based on 10' to 12' depth pits and 3 feet of cover will - be 85 squre feet per bedroom. R~e~ectful ly submitted, ~r6n H. Lo~s~b~ury, PE/ / / L. OG. OF TEST BORING Engineers -- Surveyors Anchorege~ A/ask~ Geologi$! . Hole No. I Sheet I of r~t~l Oept,', ~ 0 * Ground Wa t er Tab'!e . · Depth in Ft. Time DESCJ?I~TION J'L°C~+?n N°-tg$ £ Diagram: Sail type, ~Io~ tenure, ~ ~ ~ ~ ~ -~ Vegetation: ~ j; Un/ess otherwise noted uti $cmn,'e$ aze !a~.~n w/;.4",',~ 53andord Penetrot~on Sampler ~lriven wi140 lb hammer 30" droo. Zl® i w ~0~