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Home My WebLink AboutBROOKWOOD BLK 4 LT 10 GREATER ANCHORAGE AREA BOROUGH Department of Environmental Quality 3330 "C" Street, Anchorage, Alaska 99503 274-4561 Date Received August 23, 1976 Time of Inspection Date of Inspection ~-.~j[])-~./~~/ ,-% REQUEST FOR Cony. Approval requested by: % Dynam~c Rea~lty Mailing Address: 501 west Northe~l~ Lights Property Owner: Ronald Lita]i~n Mailing Address: Star Route ~/Box 1535X 99507 Dale Hopkins Phone: 279-7611 Phone: 3. Legal Description: Lot 10 Bl~ock 4 Brookwood Subdivision 4. Location: Rainbow ~venue, off of Huffman 5. Type of facility to be inspected Single Family 6. Well Data: No. of 6edrooms A. Type Individual B. Depth C. Construction D. Bacterial Analysis Sewage Disposal System: A. Installed 1974 On-site system B. Installer C. Septic Tank: D. Seepage Pit: 1. Size 1. Absorption Area 2. Manufacturer 2. Material E. Disposal Field: Total length of lines 8. Distances: A. Well to: Septic tank , Absorption area , Sewer Lines Nearest lot line , Other contamination B. Foundation to septic tank Absorption area C. Absorption area to nearest lot line EQ-034 (1/74) Page 1 of two pages 1. Type of Inspection: 2. Property Owner: ../~" ~/,/~"-~, . .~,~,~r~ Mailing Address: .,~/~,~ ~ l ~ ~ i' ~ 3. Name of Buyer: Mailing Address: MUNICIPALITY OF ANCHORAGE UI"~' OF ANCHO~NG' E 3330 "C" Street, Anchorage, Alaska 99503 - 274.~i~ONMEN~AL REQUEST F R APPR VA' - O O LOF INDIVIDUAL SEWER and WATER FACILITIES CMRO VA FHA CONV 4. Name of Lending Institution: Day Phone Mailing Address: Phone Name of Realtor or Agent: _.~.~,~_.~ ~4~,~' ~ Mailing Address: .-~'"~ J /_.x~. ~Ja-~_~/~,t,m ~/t~ ~/~ _,L~ Phone ~"7~// Legal Description: Location: ~ Type of Facility to be inspected: Water Supply Type of Supply: Public Utility If Individual, number of dwellings presently served If Individual, depth of well ~,~_ .~. · No. Bdrms. Individual Sewage Disposal System Type of System: Public Utility If Individual, date of installation Individual (on-site) EQ-037 (1/74) Page 2 of two pages - Re( Jt for Approval of Individual S r & Water Facilities Legal Description Lot 10 Block 4 Brookwood Subdivisio~ ' Approved~ ,~ · Disapproved Approval Valid for one year from date signed Greater Anchorage Area Borough, Department of Environmental Quality Date DIAGRAM OF SYSTEM I certify that the information contained in this request for approval to be a true and accurate representation of the subject sewer and water facilities and these facilities are operating satisfactorily. SIGNED Date EQ-034 (1/74) 172 m\ \ HUF'FM,qN II F/oo 11 II //' // / / 163 171 ~:~)~ 173 178 Rabbit Creek Area Reference Map-P13 1974 JH R & M CONI~ULTANTS, INC, September 9, 1976 MUNICiPALiTY OF ANCHORAGE DEPT. OF HEALTH & ENVIRONMENTAL pRO1'[C. TION; SEP 0 976 RECEIVED Department of Environmental Quality Sewer and Water Section 2518 E. Tudor Road Anchorage, Alaska 99507 Attn: Lara Harrison Re: Percolation Test on Existing Disposal System Lot 10, Block 4, Brookwood Subdivision Dear Ms. Harrison: Enclosed is a copy of the results of the percolation test which was conducted on the septic system located on the above described lot. Please inform Mr. Dale Hopkins of Dynamic Realty of your conclusions. 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. Junior Engineer EY/sc Enclosure ANCHORAGE FAIR~=AN K8 JUNEAU R &IV1 CONSULtANtS, INC. September 8, 1976 '"U~MENTAL PROTECTION. SEP 1 0 ;g76 . .o. RECEIVED Mr. Ron Litalien Star Route A Box 1538X Anchorage, Alaska 99507 RE: Percolation Test On Existing Disposal System; Lot 10, Blk 4, Brookwood Subdivision Dear Mr. Litalien: On September 2, 1976, at the request of Mr. Dale Hopkins of Dynamic Realty, our office 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 septic tank. The depth of the tank was 9.6 feet below the top of the vent. The depth of liquid in the tank was initially 4.4 feet above the bottom of the tank and 5.2 feet below the top of the stand pipe. The tank had not been pumped prior to the test and was, therefore, assumed to be at the outlet level. For the test, the liquid level was measured from the top of the stand pipe. Summary of Measurements Level of Liquid M~ter Reading Time In Septic Tank in Gallons Remarks 11:40 5:16 0 (initial) 1:13 5:02 50 3:21 4:00 155 4:30 5:01 155 (final) Fill Storage Start Test 105 gallons 105 gal/197 min = 0.53 gpm, End Test The meter used during the test was a Neptune 5/8" standard water meter which was borrowed from the Anchorage Water Utility. The meter had previously been calibrated and approved for' installation by the utility company. Since the house on the lot concerned was occupied, it can be assumed that the leachfield in question was at its normal degree of saturation. To further insure normal saturation and to fill any possible storage in the system, 50 gallons of water were added to the septic tank before beginning the percolate, on test. ANCHORAGE FAIRBANKS JUNI~AU Mr. ROn Litalien September 8, 1976 - Page 2 - If it is assumed that the existing three bedroom residence will house six people, the average daily load on the disposal system can be expected to be 450 gallons per day, or 0.31 gpm. Since the existing disposal system accepted 105 gallons in 3.25 hours or 0.5 gpm, I would conclude that the leach field is presently performing in an acceptable manner for a private residence. It should be noted, however, that during the test, a small amount of water entered the basement of the residence through a floor drain. Because water did enter the basement with only a 105 gallon surge, it can be assumed that the septic tank has a low surge capacity. Therefore, care should be taken whenever surging the septic tank with a large amount of water, i.e. washing clothes, bathing, etc. 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. Junior Engineer Ronald J. Rieland Senior Engineer EY/RJR/ddp GREA' R ANCHORAGE AREA BOR("'$H Department of Environment Quality 3500 Tudor Road Anchorage, Alaska 99507 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM LOCATION MAILING ADDRESS LEGAL DESCRIPTION PHONE SEPTIC TANK: D,STANCE t4 FROM WELL O//~//~' INSIDE LENGTH MANUFACTURER INSIDE WIDTH MATERIAL ,~:~)~r ~ NUMBER Of COMPARTMENTS LIQUI'D DEPTH LIQUI'D CAPACITY/.~){~)O GALLONS. TILE DRAIN FIELD: DISTANCE FROM WELL ~/~/]' FOUNDATION ~2g///~ NUMBER OF LINES C>~ DISTANCE BETWEEN LINES ABSORPTION AREA ~ O O SQ. FT. DEPTH: TOP OF TILE TO FINISH GRADEC~ I TOTAL LENGTH · NEAREST LOT LINE/~) ~/0 ~/~ OF LINES /25- ,TRENCH WIDTt~~ IN. TOTAL EFFECTIVE DEPTH OF FILTER MATERIAL BENEATH TILE c:~ 4 IN. ABOVE TILE IN. WELL: TYPE BUILDING FOUNDATION CESSPOOL APPROVED CONST RUCTION NEAREST LOT LINE __, OTHER SOURCES DISAPPROVED NEAREST SEWER LINE__ DEPTH SEPT lC SEEPAGE , TANK , SYSTEM REMARKS DISTANCE FROM: DISTANCES: SEWER LINE DEPTH: PIPE MATERIAL:./ LOT SLOPE: REMARKS: Form PW*027 DIAGRAM OF SYSTEM DATE/~//~.//ZTAPP ROY ED GREATER ANCHORAGE AREA BOROUGH DEPARTMENT OF ENVIRONMENTAL QUALITY 3330 "C" STREET ANCHORAGE, ALASKA 99503 TELEPHONE 274-4561 PERMIT NO. SEWAGE DISPOSAL SYSTEM -- APPLICATION AND PERMIT ,NSTALLAT,ON LODAT,ON g";--'J''-' - 7 --"' .... -.6J SEEPAGE PiT TO BE INSTALLED BY DRAIN FIELD OTHER NOTEz THIS PERMIT !$ NOT VAl-ID WITHOUT SOU,. TEST EGAL DESCR,FT,ON ZOT/O INSTALLATION O;: SEPTIC TANK TYPE AND SIZE OF FACILITY TO BE SERVED FINANCED THROUGH SOIL TEST RESULTS ~~~ 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 SIZE TYPE MINIMUM DISTANCES, REQUIREMENTS,,,,- FOUNDATION TO SEPTIC TANK FOUNDATION TO SEEPAGE PIT ., SEEPAGE PIT DRAIN FIELD -/ SEPTIC TANK TO SEEPAGE PIT WALL SEPTIC TANK TO NEAREST LOT LINE. SEEPAGE AREA SIZE '"~"~/~' TYPE "~ SEEPAGE PIT ALSO CONSIDER AREA WELLS. WELL TO SEPTIC TANK DRAIN FIELD WATER MAIN TO SEPTIC TANK /'"~/ / / DRAIN FIELD SEPTIC TANK, f - - , SEEPAGE PIT TO RIVER, LAKE STREAM. DIAGRAM OF SYSTEM 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. BACKI~ilL.,L CONFORM TO BOROUGH REGULATIONS REGARDING INSTALLATION. G .A .A .B · OR I. ICENSED I~ESIGNER I CERTIFY THAT I AM FAMILIAR WITH THE REQUIREMENTS OF (~REATER ANCHORAGE AREA BOROUGH ORDINANCE NO. 28-68 AND THAT THE ABOVE DATE _ _ . APPLICANT'S SIGNATURE FORM NO, LQ-01 6 GrEATEr ANChOrAGE ArEA BOROUGH ~ ~)D]~ES~ HIEAI. TH DE:P~i~TMENT td-7-s-s.v-~.c-er . F.o. Eox ~e ~27 [c~[e S~eet ANCHORAGE, ALASKA 99501 PHONE 272-6467 3~27 wear 7~th Aveaus /achorage, Alaska SUBO'ECT~ P~oposed On-Site ~ewage Disposal $Tstem the ins~allati~ of a ~200-ga11~ ~q~d capaci~ septic in co=i~c~i~ wi~~aqu~ feet of p~o~ly Installed seepa~ ~a ~ a ~s of' sewage disposal fo~ a thee bedlam ho~ located ~ the s~je~t p:ope~=y. This latter ia to ~e.~ve as preliminary approval. Final approval will be ~anted upon completion of an on-site inspection by this Department of the installed system prio~ ~o backfill. Please contact us as much in advance aa possible to perfo~ the The water system serving the subject property is the Brookwood Subdivtsio~ community system which meets with the approval of this Dapa~msnt, -DAVID R. I,. DUnCAn, M, D. ~edtcal D~_~ector BY: Chief Cnent /;f~', /- ? ? ALASKA. TESTLAB 1940 Post Road Anchorage, Alaska Sheet / of / v¢O No. /~g~o ,, T.H. No. / '~ Tech. _ %../, ~'.J FHA No. .:.,~ Location, Lot /,Q -- ,Block , ,Subdivision · . · - P~.,~com~oN ~s~ ~,.',:.,~,.,...,..,,:.......:~.:.-?.~,.,....,~:.~.~..:, ......: ..... :,..,.:.~&.~.~:~ .... :....~. ~.,....: ....,..,..,:. .... ..,. :.: ...... . .... Depth S Feet Visual - Unified . Location Sketch Reading Date Gross Time Net Time Depth to H20 Net Drop o ADAMS · CORTHELL · LEE ° WINCE &. ASSOCIATES CONSULTING ENGINEERS AFFILIATED WITH A~ASKA TESTLAB 1940 POST .ROAI~ - ANCHORAGE:. ALASKA TEL. 272-34~8 April 10, 1968 Work Order #8640 Mr. Lee Browning 3837 West 74th Avenue Anchorage, Alaska Subject: Percolation Test - Lot 10, Block 4, Brookwood Subdivision Dear Mr. Browning: A percolation test has been performed on the subject lot. The test was performed in a test hole which had. been · dug and saturated by you. The field test dataare shown on the attached sheet. The percolation rate was determined to be 1 inch per approximately 5-1/2 minutes. Very truly yours, ADAMS, CORTHBLL, LBE, WINCB ~ ASSOCIATBS Frank W. Wince,' P.E. FWd/kc Enclosures ^~rtl 17, 1~73 Feueral tfoustng. Administrai:ton 34,; ~.~esL Fifth Avenue /~nchorage, Alaska 99501 Let 10, Lllock 4, Brookwood S/D i~r. Lawrence Sebring i~as submitted a soil test to :his ...e~artm~nt an~ has been issued a per~i~ to install an on- si t~ sewa~e syste~, for the subject lo:. lne lo: is serveu ~,y a co~:m~unity w~'ll. Ti~e sewerage syste~: can be expected to function satisf~ctorily if it is installed and maintained in aCcorOance with ~,~',.~ ~tate laws. .,1 ncerely, :~san L. Dickerson Sanitarian js CC: L~wrence Sebrin9 SRA Box 1540C WILLIAM A. EGAN, $OVERNOR SOUTHCENTRA£ REGIONAL OFFICE MACKAY BLDG. 338 DENALI STREET ANCHORAGE 9950J c SI, BJB : 10, Mock 4 We have revimced your situation in light of the interpretation of the 40,000 Sq. Ft. -20,000 Sq. Ft. requircment contained in Section 18 AAC 72.030 of the Department of Environmental Conse'm~ation Waste Water Regulations. It is our finding that since you had m.mership of the lot on or before February 5, 1973 and that you intend to construct a private residence for your personal use, that this particu- lar Section of the %'aste Water Regulations is not applicable in your case. We would hmcever advise you that of course all existing BorOugh Regulations are ~n effect and are applicable in all cases except where State requirements are more stringent. Kyle J. Cherry Regional Envirm~mental Engineer CC: I~EC~.IVED ~P. EATER ANCHORAGE AREA BOROUGH ADAMS * CORTHELL * LEE * WINCE & ASSOCIATES CONSULTING ENGINEERS AFFILIATED WITH ALASKA TESTLAB 1940 POST ROAD - ANCHORAGE, ALASKA - 9B501 TEL. 2?2-3428 April 10, 1968 Work Order #8640 Mr. Lee Browning 3837 West 74th Avenue Anchorage, Alaska Subject: Percolation Test - Lot 10, Block 4, Brookwood Subdivision Dear Mr. Browning: A percolation test has been performed on the subject lot. The test was performed in a test hole which had been dug and saturated by you. The field test data are shown on the attached sheet. The percolation rate was determined to be 1 inch per approximately 5-1/2 minutes. Very truly yours, ADAMS, CORTHELL, LEE, WINCE & ASSOCIATES Frank W. Wince, P.E. FWW/kc Enclosures RICHARD S. ADAMS, P.E. ALAN N. CORTHELL, P.E. HARRY R. LEE, P.E. FRANK W. WINCE, P.E, L A S K A T E S T L A B Sheet 1940 Post Road WO No Anchorage, Alaska Date F~No. "- Tech. ' ~ ~ ~cation', ~ /~ ,Block ~ ' ,Subdivision ' ~sS~~ m 3' PERCOLATION TEST, DAT/~ Depth Soil Class Fee t Visual - Unified ~eading Location Sketc~h Date Gross Time Net Time Depth to H20 Net Drop Peroo~al 1 "/ . ,s- ',,.. : MinUte. GREATER ANCHORAGE AREA BOROUGH Department of Environmental Quality 3330 "C" ~S. treet, Anchorage, Alaska 99503 274-4561 ~%~r Date Received May 7, 1976 Time of Inspection Date of Inspection REQUEST FOR APPROVAL OF INDIVIDUAL SEWER & WATER FACILITIES FOR 1. Approval requested by: Mailing Address: 2. Property Owner: Mailing Address: Dynamic Realty % Donita Gose 3380 C Street Frank & Willa Konte Star Route A Box 1538, 99507 Phone: 279-7611 Phone: 344-5017 3. Legal Description: Lc~ 11 Block 4 Brookwood Subdivision 4. Location: Rainbow Avenue 5. Type of facility to be inspected Single Family No. of bedrooms 6. Well Data: ~m~mm~mm~- ~~_~J~ (n ~r~~Ct~ A. Type ~~ ~~ B. Depth e A. Installed C. Septic Tank: D. Seepage Pit: E. Disposal Field: Distances: e C. Construction Sewage Disposal System: 67-68 1. Size 1. Absorption Area Total length of lines D. Bacterial Analys~is On-site system B. Installer 2. Manufacturer A. Well to: Septic tank Nearest lot line B. Foundation to septic tank , Absorption area , Other contamination . , Absorption area C. Absorption area to nearest lot line 2. Material , Sewer Lines EQ-034 (1/74) Page 1 of two pages