The URL can be used to link to this page

Home My WebLink AboutJEWEL LAKE TERRACE LT 2B r ~.d MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION ENVIRONMENTAL ENGINEERING DIVISION 825 L Street - Anchorage, Alaska 99501 Telephone 264-4720 ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT HONE I ~NEW DISTANCE TO: DISTANCE TO: Well Absorption ar~r~ ( Width NO. OFBEDROOMS No. of compartmen~t Liquid depth PERMIT NO. Manufacturer Liquid capacity in gallons DISTANCE TO: W~i~ No. of lines/ Length ~.~a~)ine Inside length Dwelling Top of tile to finish grade Material Nearest ot I ne/~/ F o u n d a t io~]//:~. Total le~g~i nes [ Trench_~idth., .~ 7"-- inches Material'be~'eath tile ¢~ inches Depth ,, Crib depth Total effective absorption area Building foundation Nearest lot line Driller Distance to lot line PERMIT NO. [ Septic tank [Absorption area(s) Sewer line Type of crib ;rib diameter Wel] DISTANCE TO: Class Depth Building foundation DISTANCE TO: Total effe~s~tior~ area PERMIT N~. OTHER SOl L TEST RATING I , N STA L L ~.~::)~ ~j/__)/. ~ ~REMARKS DATE LEGAL APPRO~ ~~~' 72-013 (F~/3/781 PERMIT NO. Cw~l .... ~s I TE ( 790~8~ ) APPLICANT LOCATION LEGAL DEPARTMENT OP~ERLTH AND ENVIRONMENTRL P~TECTION 825 *L~ STREET, RNCHORAGE, BK. 99501 264-4720 SEI*IEF: F'EE:~IZT GUNTER CHRISTOPH EMERRLD DRIVE L2B JEWEL LK TERRRCE 579 DOWLING RD LOT SIZE 16000 SQIJFIR. E FEET TYPE OF SOIL ABSORBTION SYSTEM IS: TRENCH MAXIMUM NUMBER OF BEDROOMS = ~ SO~L--RRTING (SD FT?BR)= THE REQUIRED SIZE OF' THE SOIL ABSORPTION SYSTEM IS: i40 [)E£F"TH= 9 L.E f-~m3 T E~= -=T .~:: 13 F-: Fl"-.." [~ L_ [:.EF~TH:= 5 THE LENGTH DIMENSION IS THE LENGTH (IN FEET) OF THE TRENCH OR DRAINFIELD. THE DEPTH OF R TRENCH OR PIT IS THE DISTANCE BETWEEN THE SURFACE OF' THE GROUND RND THE BOTTOM OF THE EXCAVATION (IN FEET). THERE IS NO SET WIDTH FOR TRENCHES. THE GRAVEL DEPTH IS THE MINIMUM DEPTH OF GRAVEL BETWEEN THE OUTFAL. L PIPE AND THE BOTTOM OF THE EXCAVATION (IN FEET). ~ F.:E :]:-!El ][ F.:E [--, SEPT I C: TRI'-.II~:: S I ZE= PERMIT APPLICANT HAS THE RESPONSIBILITY TO INFORM THIS DEPARTMENT DURING THE INSTALLATION INSPECTIONS OF ANY WELLS ADJRCENT TO THIS PROPERTY AND THE NUMBER OF RESIDENCES THAT THE WELL WILL SERVE. -I"l--IC~ ,:: ~.: ::, I ~-~SPEC:T I Ct~-~S RF-:E F-:E~-!L! I RE[) BACKFILLING OF FtNY S'?'STEM WITHOUT FINAL INSPECTION AND APPROVRL BY THIS DEPARTMENT WILL BE SUBJECT TO PROSECUTION. MINIMUM DISTANCE BETWEEN R WELL AND ANY ON-SITE SEWAGE DISPOSAL SYSTEM IS 100 FEET FOR A PRIVATE WELl_; OR i50 TO 200 FEET FROM A PUBLIC WELL DEPENDING UPON THE TYPE OF PUBLIC WELL.. OTHER REQUIREMENTS MRY RPPL. Y. SPECIFICATIONS AND CONSTRUCTION DIRGRRMS ARE AVAILABLE TO INSURE PROPER INSTALLATION. F'E F-~'f.11 T F::-~P I RES [:.EL-:.E ftBEF:". 2:::1.. I CERTIFY 'THAT 1: I AM FAMILIAR WITH THE REQUIREMENTS FOR ON-SITE SEWERS AND WELLS RS SET FORTH BY THE MUNICIPALITY OF ANCHOR8GE. 2~ I WILL INSTALL THE SYSTEM IN ACCORDANCE WITH THE CODES. ~ I UNDERSTAND THAT THE ON-SITE SEWER SYSTEM MAY REQUIRE ENLARGEMENT IF THE ~ESIDENCE IS REMODELED TO INCLUDE MORE THAN ~ BEDROOMS. AF'PL I CANT GIJNTER CHR I STOF'H July 13, 1979 R&M No. 951230 Chris Christof 579 Dowling Road Anchorage, Alaska 99502 Subject: Soil Investigation for Sanitary Sewer System, Lot 2B, Jewel Lake Terrace Subdivision, Anchorage, Alaska Dear Mr. Christof : At your request of July 10, 1979, we conducted a subsurface soils investi- gation at the proposed location of the sanitary sewer system on the subject lot. The investigation complied with those procedures required by the Municipality of Anchorage Department of Health and Environmental Protection. This investigation, which was accomplished on July 12, 1979, consisted of a test hole drilled to a depth of 1915 feet below the existing ground surface. The test hole was sited according to your instructions and its location is shown in attached Drawing A-01. Drilling was accomplished with a rotary drill rig using continuous flight solid-stem auger with an outside diameter of 6 inches. In addition, all material brought to the surface by the augers was continuously monitored by an experienced engineering geologist. The topography at the drilling site is generally gently-sloping to the west. At the time of the investigation the site had original vegetation consisting of 3 inch diameter birch trees. The top of the test hole was located at original ground surface. The soils encountered in the bore hole are shown in the test hole log in Drawing A-01. This log displays specific conditions encountered at the test location. However, subsurface conditions may vary in other parts of the lot without any apparent surficial evidence of the change. Groundwater was not encountered, and bedrock was not encountered. At the time the hole was drilled seasonal frost was not present and permafrost was not encountered. Based on the visual classification of the soil and the requirements set forth by the Muncipality of Anchorage, a percolation test was not necessary within the test hole on the subject lot. ANCHORAGE FAIRBANKS JUNEAU VALDEZ WASILLA July 13, 1979 Chris Christof Page -2- We appreciated this opportunity to be of service to you. Please Contact us if you have any questions concerning this letter or if we can be of addi- tional service. Very truly yours, R&M CONSULTANTS, INC. Ernest R. Rahaim Staff Geologist Senior Geologist ERR:GS/rm/ATSI-C BORING NUMBER Date Completed: SOiL DESCRIPTION 7-31-79 Organics/Silt with trace sand 5~ GRAVEL W/SOME~SAND, GP SILT W/SOME SAND, ML 10,5~ GRAVEL W/SOME SAND, TRACE SILT, GP-GM 14' SAND W/SOME SILT, SM 19.5 TD '~_/ LOCATION SKETCH No Scale TH-1 (]~T27.5, NOTE: DISTANCES SHOWN ARE APPROXIMATE AND HAVE NOT BEEN MEASUREO BY SURVEYING METHODS. EXPLANATION r-- UNFROg'£N GROUND ~'%.'~ ..... ORGANIC MATERIAL :~;i Little Visible ice 0:10' Vx ~...'~. ~ 5:.".~ ~Ss'72'SZl°/°'85'gPcf '5. ~.. ~ · ~D. WAT~R TABL~ ~RO~ STRATA CHANG~ _ BEDROCK L-- FROZEN GROUND, ~.-WRIL~' DRILLING TYPICAL SOILS LOG I A.B-AFTERBORIN$ Ss L4" SPLIT SPOON WITH 140LB HAMMER Sz A4" SPLIT SPOON WITH $40 LB. HAMMER Sh 2.5" SPLIT SPOON WITH 5~0 LB. HA~R ~p 2.5" SPLIT SPO0~ PUSHED A AUGER SAMPLE T~ SHELBY TU~E ~ ~ODIFIED ~HELBY TUBE B~ BULK SAMPLE TYPE SYMBOLS ~ SA~PLE~ ORGANIC ~ GRAF£L ~ COBBLES B CLAY BOULDERS ~ SILF ~ BEDROCK SAND ~ ICE, MA~IVE SOIL SYMBOLS J ERR · 7-31-79 [~ SCALE. · NSULTANTS, INC. LOT 2B JEWEL LAKE TERRACE ANCHORAGE, ALASKA 24 J P.O~NO. ~123C :'i . , ' APPLIC "iT FILLS OUT UPPER HAL~.DNLY : p r o, e~r I, o w e e r . ..~..4.1._~T/~ ~!_ .. ~L/i_ ..(_/:~,,.~ ~.~._ ~.~_j Phone Address co. Address ~) /:~ ?~ ~/~[.~..~_.~ '~,~. ~ J./~/'~'~- ~-~-~ ~ . - Street Locati~ ,. ~ & ,.~ ~ : .... /:~: ;: ,: ?~ .... ., ~ , ' Type of Resi~nce ~ Single Family ~ ' ~ MultipleFamily ~.) No. of Bedrooms ~..~ ~ Other Water Supply ~ Individual (~/ .~.~... ~ A~ACH WELL LOG. A w~l log is required for all wells drilled since June 1975. ~ Commumty ~/ ~ For wells drilled prior to that date, give well depth (attach log if available). Sewer Disposal Year Individual installed: /'~[~ ~ Individual When Connected to Public Utility: ~ Public Utility ~ Holding Tank NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH RE~EST BEFORE ~OCESSING CAN BE INITIATED. Time Time Time Time Date Date D!e~~ ~ Date ?~"-D ~ Inspector Inspector Inspector InspE ~t~r '~ 'CONDITIONS OF APPROVAE )APPROVED BEDROOMS ( ) DISAP~OVED ( ) CONDITIONAL A~P~OVA~* Soils Rating Date ~wer Installed Well To ~sorption Area ~ Well Log Received / ~p 7-- ~g,- ~ ~ Well to Tank ~ Septic T~k Size 72-023 t3182) ISAACS PUMPING SERVICE (Norm Tibbetts, Owner) 6218 Quinhagak Street ANCHORAGE, ALASKA 99507 Phone 344-0114 TAX I All claims and returned goods MUST be accompanied by this bill. - ~'~ ~'e/ DIRECTIONS TO PROS. ,TY TO BE INSPECTED Sewer and Water Program Note: be sure to put colour of house or other landmarks that will make it easy for the inspector to find. Accurate directions will save time and not cause delays in scheduling. SWP/025 ALA.$KA I h'IJlBOFImeF1TAL COF1TBOL IBC. OCTOBER 12 1983 ALICE CHRISTOPH 9021 EMERALD DRIVE ANCHORAGE AK 99502 SELLER - ALICE CHRISTOPH BUYER - SUBDIVISION - JEWEL LAKE TERRACE BLOCK - 0 LOT - 2B ADEQUACY TEST FOR SEWER SYSTEM THE TYPE OF ABSORPTION SYSTEM IS A TRENCH WITH AN AREA OF 420 SQFT. THE SYSTEM IS CAPABLE OF ACCEPTING 450 GALLONS OF WATER PER DAY. THE SURGE CAPACITY OF THE SYSTEM IS 586 GALLONS. BASED UPON THE TEST DATA THE SYSTEM IS ACCEPTABLE FOR A 3 BEDROOM HOME. SEPTIC TANK ADEQUACY THE EXISTING SEPTIC TANK VOLUME OF 1000 IS ADEQUATE FOR THIS 3 BEDROOM HOUSE. 1200 West 33rd J~uenue, Suik B · Anchora§~, Alaska 99503 · (907] 276-1361 C.ONSULTING GEOLOGIST SOILS LOG .~ Total De'pth~ Soil Description' Was' groundwater encountere'd Depth to bedrock' Phone {907) 3q4-70Yl GARY F. PI_AYF-R I i. nd (;aS l,~du~frial Mir, e~al$ JLT 1966 · .._;Z · . %,, IO'X 75' UTILITY EASEM S 89 °53'45"E--331.47 18.5 .o0 IOu. OO ' '~ s89°53'4-~ JLT 1966 872L$ <~ . 84 40.00 89°57 '30"E--17535 / 21,948 SQ.F T. ~SG° 4- 3' .FJ,'5 "'W 2 19..:3 NSg°58'.4-5?W-19 55.50 N 89°52'W-.~31.47 141 47 ' "' '. ~I co ,.,, sd~.~o'4.' ..... "4;!,5- JEWI L UN.SlJBDIVIDED : 60011'30'' 119o48'30'' L 20.00 :11.59 20.06' 21.01 I? Z,R, 2~"=,~ ':"-, ....