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Home My WebLink AboutCOLONIAL PARK BLK 4 LT 1AC... OjO' e I P ci ," k .31 i._ I GREA,,.R ANCHORAGE AREA BOR .GH Department of Environmental Quality 3330 C Street Anchorage, Alaska 99503 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM SEPTIC TANK: DISTANCE FROM WELL MANUFACTURER MATERIAL INSIDE LENGTH INSIDE WIDTH LIQUID DEPTH NUMBER OF COMPARTMENTS LIQUIDr CAPACITY'~g~ GALLONS. Tile DRAIN FIELD: DISTANCE FROM WELL NUMBER OF LINES____ ABSORPTION AREA DEPTH: TOP OF TILE TO FINISH GRADE FOUNDATION DISTANCE BETWEEN LINES NEAREST LOT LINE TRENCH WIDTH__ SQ. FT. LENGTH OF EACH LINE DEPTH OF FILTER MATERIAL BENEATH "~ILE IN. ABOVE TILE TOTAL LENGTH OF LINES IN. TOTAL EFFECTIVE IN. WELL: TYPE BUILDING FOUNDATION__ CESSPOOL ~PPROVED CONSTRUCTION NEAREST NEAREST LOT LINE__, SEWER LINE__ OTHER SOURCES DISAPPROVED REMARKS DEPTH SEPTIC SEEPAGE , TANK__, SYSTEM DISTANCE FROM: DISTANCES: DIAGRAM OF SYSTEM INSTALLED BY: SEWER LINE DEPTH: PIPE MATERIAL' LOT SLOPE: REMARKS: G.A.A.B. Form EQ-032 GREA I:'K ANCHORAGE AREA BOR ,.,ud Department of Environmental Quality 3330 C Street Anchorage, Alaska 99503 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM LOCATION '~'~(-~/- ~- RI~-~- Rb LEGAL DESCRIPTION PHONE 6Ci -- 9r.,3 SEPTIC TANK: DISTANCE FROM WE LL~-~oYv~'~' MANUFACTURER MATERIAL INSIDE LENGTH SEEPAGE NUMBER OF PIT5 __ INSIDE WIDTH LIQUID DEPTH LIQUID CAPACITY DIAMETER __ OR WIDTH__, LENGTH , DEPTH NUMBER OF COMPARTMENTS GALLONS. LINING MATERIAL BUILDING FOUNDATION__ CRIB SIZE: DIAMETER__ NEAREST LOT LINE__ DEPTH . DISTANCE FROM: WELL TOTAL EFFECTIVE ABSORPTION AREA (WALL AREA)"'""///"tO SQ. FT. ADDITIONAL ABSORPTION WELL: TYPE ~ BUILDING FOUNDATION -- , C ESSPOO L APPROVED CONSTRUCTION NEAREST lOT LINE , , OTHER SOURCES DISAPPROVED NEAREST SEWER LINE REMARKS DEPTH SEPTIC , TANK __ DISTANCE FROM: SEEPAGE SYSTEM DISTANCES: LOT SLOPE: REMARKS: ~:nrm Nn. DIAGRAM OF SYSTEM (..OT DATE '7/}///~? /'~O'b APPROVED . G.A.A.B. GREATER ANCHORAGE AREA BORuuuH Department of Environmental Quality 3330 C Street Anchorage, Alaska 99503 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM NAMF--J""P~/'~''v''''~'~ <¢'¢J¢¢/'-/-'~-~ MAILING ADDRESS PHONE LOCATION <¢¢'~¢~"~f¢// ;~.~M"'.~ ~"',~,,~ LEGAL DESCRIPTION SEPTIC TANK: DISTANCE ~ (2/¢//;'~¢ ' FROM WELL MAN U FACTU RE R INSIDE LENGTH INSIDE WIDTH NUMBER OF / MATE RIAL COMPARTMENTS LIQUID DEPTH __LIQUID CAPACITY _/''~¢-~'¢z¢) GALLONS. SEEPAGE PIT: NUMBER OF PITS LINING MATERIAL BUILDING FOUNDATION__ ADDITIONAL ABSORPTION DIAMETER __ OR WIDTH CRIB SIZE: DIAMETER , NEAREST LOT LINE__ LENGTH , DEPTH DEPTH__ DISTANCE FROM: WELL TOTAL EFFECTIVE ABSORPTION AREA (WALL AREA) SQ. FT. WELL: TYPE BUILDING FOUNDATION __ CESSPOOL APPROVED CONSTRUCTION NEAREST , LOT LINE , OTHER SOURCES DISAPPROVED NEAREST SEWER LINE DEPTH SEPTIC , TANK __ REMARKS DISTANCE FROM: SEEPAGE SYSTEM DISTANCES: DIAGRAM OF SYSTEM INSTALLED BY: PIPE MATERIAL' LOT SLOPE: REMARKS: Form No. EQ-031 DATE G.A.A.B. t:::,Ii:::F~f:It~'.'T'I'"IEI'.,IT . .... Hliii:l::li....'T'H i=ll'.,lt:::, Ell, CF4 t,ti"lt:.fll Hi. .OTE:E:*T'.t:r'*I'*[ ::::','?'!~ '" 1.... '" '.::i; T t:~:: E E 'T'., I=lt'.,l(:' H 0 ~' I:11::ii E., F:t I-:::. ::~.:l,.~ ~!!~ ;~ 7 ,~, 2 7' i::.~- ;~:i: 5 ::L :,1.. ii..,..il lii::E: il ....... Ii ........ t1=:::11 li"..,,li IE::,, u:::::fl fl"..,,H ........ ::.:'..:.ii;; ::ii;: '"'Ii'"' E.~:::: :Iii::::;; ilE.E li..-..li il~:.:.'E Ii:;;ii~ Il::::" .IE::i:: il";;~i~ il'""lt :;ii:: '"'ii ,:i '?"?i:ii:;iii:!!~:i :) Dl=l'T'ii::i 01::: .li li~;:ii;I...IE: fi:i:::::: ,:::.:iu i~='' %-" E:. I:;i:. 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I"HE: Ol",l'"":iii;]:TIE :iii;IEl.,.IE:l:;i: 2.:,"r'iSTIEt'"l l"ll=l"r' I:;.:E(;:!U:I:t:;-IE E:I",tl....I::~F.:GE:t'"I['ii:I",Fi" :1:1::' 'T'HE I;i:lE:ii; :1: DE:HE:E :1: :i.:.; GREATEr ANCHORAGE: Area BOROUGH DEPARTMENT OF ENVIRONMENTAL QUALITY 3330 "C" STREET ANCHORAGE, ALASKA 99503 TELEPHONE 274-4561 SEWAGE DISPOSAL SYSTEM -- APPLICATION AND PERMIT PERM,T NO.7 7 INSTALLATION OF: SEPTIC TANK ~ TYPE AND SIZE OF FACILITY TO BE SERVED FINANCED THROUGH SOIL TEST RESULTS COMPLETION DATE ANTICIPATED SEEPAGE PIT DRAIN FIELD OTHER PHONE 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. SEPtiC TANK SIZE ~)~ ~ TYPe MINIMUM DISTANCES, REQUIREMENTS FOUNDATION TO SEPTIC TANK FOUNDATION TO SEEPAGE PIT SEPTIC TANK TO SEEPAGE PIt WALL SEPTIC TANK -- ~ f' , SEEPAGE PIT TO NEAREST LOT Line. WELL TO SEPTIC TANK DRAIN FIELD WATER MAIN TO SEPTIC TANK DRAIN FIELD SEPTIC TANk, ., SEEPAGE PIT TO RIVER, LAKE. STREAM. DRAIN FIELD ., DRAIN FIELD SEEPAGE PiT ALSO CONSIDER AREA WELLS, SEEPAGE PIT . DRAIN FIELD 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 BACKFILL CONFORM TO ?~//~. BOROUGH REGULATIO EGARDING INSTALLATION. G .A.A .B. OR LICENSED DESIGNER SEEPAGE AREA SIZE TYPE DIAGRAM OF SYSTEM I CERTIFY THAT I AM FAMILIAR WITH THE REQUIREMENTS OF G/R~ ANCHORAGE AREA BOROUGH ORDINANCE NO. 28-68 AND THAT THE ABOVE DESCRIBED SYSTEM IS IN ACCORDANCE WITH SAID CODE. / / DATE ~""5 ' 77 APPLICANT'S SIG NATU R FORM NO. LQ-016 Gre, ANCHORAGe ARea bo' DEPARTMENT OF ENVIRONMENTAL C)UALITY 3330 "C"'STREET ANCHORAGE, ALASKA 99503 TELEPHONE 274-4561 h SEWAGE DISPOSAL SYSTEM -- APPLICATION AND PERMIT PERMIT NO. NAME OF APPLICANT _ ,..~.~.~,o. ~o~.~,o. F ~ ~; E D, ~ ~' ~ ~ ~ / OF: TANK SEEPAGE PIT - COMPLETION DATE ANTICIPATED FINAL INSPECTION: Z4 HOUR NOTICE REQUIRED. BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION BY THE DEPARTMENT OF ENVIRONMENTAL (~UALITY AUTHORITY WILL BE SUBJECT TO PROSECUTION. SEPTIC TANK SIZE I ; t~ ~.4 ~ . .~ ' TYPE __ SEEPAGE AREA SIZE0 MINIMUM DISTANCES, REQUIREMENTS,.,,_ / FOUNDATION TO SEPTIC TANK FOUNDATION TO SEEPAGE Pit DRAIN FIELD SEPTIC TANK TO SEEPAGE PIT WALL SEPTIC TANK , SEEPAGE PIT NEAREST LOT LINE. TO DRAIN FIELD DRAIN FIELD /~) / SEEPAGE PIT , ALSO CONSIDER AREA WELLS. WATER MAIN TO SEPTIC TANK DRAIN FIELD SEEPAGE PIT SEPTIC TANK, , SEEPAGE PIT TO RIVER. LAKE. STREAM. , DRAIN FIELD CAST IRON INTO AND OUT OF SEPTIC TANK AND INTO CRIB CROSSING GAP OF EXCAVATION ~ FEET INTO UNDISTURBED SOIL. 4 INCH DIAMETER CAST IRON SIPHON PIPES ON SEPTIC TANK AND SEEPAGE PIT FITTED WITH AIRTIGHT REMOVABLE CAPS. GRAVel BACKFILL CONFORM TO BOROUGH REGULATIONS REGARDING INSTALLATION. FORM NO, LQ-O! 6 / ORO,NANC~ NO. [;-6~ ANO T.AT THE ABOVE Performed Legal GREATER ANCtlOkt\GL AP, EA UOROU~,, Department of Environmental Quality 3330 "C" Street Anchorage, A1 aska 99b03 L;ate Perform,,~'d ~-' Z?- 7~r This form reports' Del) th Feet Soils log ~, Percolation Lest lO - jr/ 11 - 12 - 13- ,S'?o,oe Was ground water encountered? If yes, at what depth? Reading Percolation rate minute. Date Gross Time Net Time Depth to Water Net Urop .,Proposed installa~-n" Seepage Pit Drain Field Depth of Inlet . De.pt~-~'o'-b~o'~-6~-~¥--pit or trenci~ ........................... ..................... Eq-.040 (6/24)-- -'~ CONSTRUCTING ENGINEERS CIVIL ENGINE~I'NG AND LAND SURVEYING SRA BOX 60 ' 344-O817 · 344-7~60 ii July 25, 1975 Mr. Rolf Strickland Dept. of Environmental Quality Greater Anchorage Area Borough 3330 C Street Anchorage, Alaska 99503 Dear Mr. Strickland: Colonial Park Subdivision, Lots 1A-9A, Block 4 Soils for On-Site Waste Disposal We have examined the excavated seepage trenches. Soils en- countered are as suitable or more suitable for on-site dis- posal than those encountered in previous test pits and water line trenches reported in our June 27, 1975 logs. Very truly yours, CONSTRUCTING ENGINEERS by H. H. Wilson CONSTRUCTING ENGINEERS CIVIL ENGINE~'~I~G AND LAND SURVEYING %,, -';; iii ANC~(~AGE, ALASKA 99.~,07 '344-0817 · 34ao7~60 July 4, 1975 Sound Construction Inc. Eagle River, Alaska Gentlemen: Soil tests, Lots 1A-9A Colonial Park Subdivision During our work in replatting the subject property, Mr. Strickland of the Greater Anchorage Area Borough, De- partment of Environmental Quality mentioned that it would be acceptable to use the soils tests run for the replat and soils encountered in waterline excavation for sizing the seepage pits. We will inspect the seepage pit excavations and if any variation is found in the soils, the wall areas will have to be adjusted accordingly. Very truly yours, CONSTRUCTING ENGINEERS H. Wilson R&NI CONSULTANTS, INC. 5024 CORDOVA · BOX 6087 · ANCHORAGE, ALASKA 99502 · PH 9012790483 · TLX. 09025360 June 1, 1977 R & M No. 751513 Mrs. Gietzen Star Route 149D Eagle River, Alaska 99577 Re: Percolation Test on Existing Disposal System Lot l-A, Block 4, Colonial Park Subdivision, Eagle River, Alaska Dear Mrs. Gietzen: On May 31, 1977, at your request, we conducted a percolation test on the septic system located on the above described lot. The following table represents the level of the liquid in the gravel filter below the leach field. The depth of liquid was initially 6.7 feet below the top of the standpipe and remained constant throughout the test while water was added to the system. Summary of Measurements Time Level of Liquid Meter Reading in Gravel Filter in Gallons 0:00 6.70' 4182.3 (initial) 0:08 6.70' 4233.0 0:17 6.70' 4282.3 0:27 6.70' 4333.0 0:35 6.70' 4383.1 (final) The meter used during the test was a Rockwell 5/8" standard water meter, which had previously been calibrated by R & M Consultants, Inc. Since the house on the lot was occupied, it can be assumed that the leach field was at its normal degree of saturation. If it is assumed that the existing four bedroom residence will house eight people, the average load on the disposal system can be expected to be 600 gallons per day or 0.42 gallons per minute. Since the existing leach field accepted 200.8 gallons in 35 minutes or 5.7 gallons per minute without a rise in liquid level, we conclude that the leach field is performing in an acceptable manner for a four-bedroom residence. ANCHORAGE FAIRBANKS JUNEAU VAI_DEZ WASILLA June 1, 1977 Mrs. Gietzen Page 2 If you should have any questions concerning this test or this letter, please do not hesitate to call. Very truly yours, R & M CONSULTANTS, INC. Stephanie Hoag Staff Geologist Jim McCaslin Brown, Ph.D. Head, Earth Sciences Department SH/JMB/mu (~J oOON / oOON- o0'g~l IoOO N- .C;O N ,o~x \ , o~ , _J o ! ¢ Z '~ .. DEPARTME' )F I. -!7tA. ' ' ' ~x ' 27' ~"%- - . , ' . , ,' . · . Time ~~ 92. -Tzme - -:Da-te ~_)~.JJ~~ ' ' Date- " ..!nsp' .~~_./.,,.,,, .,.. in?p,,., ,-- ' R~ou~s~ ~oR ~pP~oV~n o~ ~NDmvmDu~-S~R ~D'~~ ?--:- - 2.' Property owner: Terry Gietzen . ' .... _. phone: 694-9504 4:- Single Family Residence: (x) Number of-Bedro - Multiple Family Residence: ( ) Number o Bedrooms.. ....... _5, Well ~.~ys%em: Indtv!dual-well (-) Communmty/Publlc Sy!~tem. (x~.. ~ .. Permit 9 , ~ ' ~ Depth ~Well _ We:k-1 Log on File Construction Bacterial ~ ~sis . / . .... .:· 6~ ~o: System: on-site Sys- Pub: - Installed :" - '~ ~ permit ~ - · ~-Septic~ MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION 825 L Street, Anchorage, Alaska 99501 279-2511, ext. 224, 225 REQUEST FOR APPROVAL OF INDIVIDUAL SEWER and WATER FACILITIES 1. Type of Inspection: VA FHA___ A,1UNICIPALITY OF ANCHO,~.>LG,~ DEPT. OF HEALTH RECEIVED _CONV X 2. Property Owner' Terry Gietzen Mailing Address: NHN Eagle ~iver Road Day Phone: 694~9504 3. Name of Buyer' John N. Wilson & Charlene ~. Wilson Mailing Address: .. 4. Name of Lending Institution: Mailing Address: 5. Name of Realtor or Agent: Mailing Address: 6. Legal Description: Location: SPA Box 196 Eagle River Day Phone: First National Bank of Anchorage P. O. Box 720 Phone:__ 862~5217 None 276~6300 ext 4~3 _ ____Phone: Lot 1-A~ Block 4~ Colonial Park NHN Eagle River Road Eaqle RiVer, Alaska 7. Type of Facility to be Inspected: 8. Water Supply Type of Supply: Existinq Single Eamily No. Bdrms. Public Utility Community Individual If Individual, number of dwellings presently served If Individual, depth of well Sewage Disposal System Type of System: Public Utility If Individual, date of installation Individual (on-site) X PLEASE RUSH MORTGAGE LOAN PENDING .~¢arie Iiams 5/9/77 72-003(3/76)