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Home My WebLink AboutEAGLE RIVER VALLEY RANCHETTES LT 14B Municipality of Anchorage Page DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 · Anchorage, Alaska 99519-6650 · Telephone: 343-4744 On-Site Wastewater Disposal System and/or Well Inspection Report Permit Number: E~'/ q~o~,GI PID Number: Name: ~'~',"~ ~y ~/.~ Wastewater System: D New ~Upgrade ~ ABSORPTION FIELD Phone: ~.~ ~No. ofBedr~ms:~ D Deep Trench ~hallowTrench DBed D'Mound D Other I. ~ GPD/Sq rt. Lot: j~ ~ Block: *~ ~lVE~A~~Subdiv~i°n: ~P~ to pi~ b0ffom~.ofm%ofiginal grade: Ft. G~vel depth beneath~.opipe / Ft. Township: I Range: I S.tion: Fill added above oHgina, grade: G~ve, length: ,~ ~'. , ~ ~l ' WELL:~w.u D New D Upgrade~ Gravelwidth: ~.5 ~ Ft. Number of lines:~ D~tancebe~nli~s:{ 0 Ft. Classification ~rivate A B C): : Total De~ ~sed TO: Total absor~tio~area: ~ Pipe material: DrilleE ~ Date Drilled: Satic Water L~el:Ft. Installer:~ ~XC. Date Installed: 'Yi~GpM ~ P~mp Set at: Ft. ~sing Height A~ve G~und:Ft. TANK SEPARATION DISTANCES ~septic ~ Holding D S.T.E.P. To ~ptic A~o~tion Lift Holding =ubll~PHvate Manufacturer; CapaciW In gallons: From Tank Field Station Tank Sewe~ Lines ~E~ff Wel~ ~ ~ ~ ~ ~ ~ ~ Material: Number of Compa~ments: Water ~ ~ Foundation ~, ~! ~ ~ ~ "Pump on' level a~wel at: I High water alarm at: Cu.ainDrain - · ~O~ ~ ~ ~ ~el IElectricallnspecti°nspe~°rmed bY: Remarks: BENCH MARK Location and Description: Assumed Elevation: I00,00 ENGINEER'S SEAL S & S ENGINEERING Inspections pedor~E~g~e River L~ R~d, No. ~ q-I~' q ~ ~gle ~iver, Alaska YYS~ Dates: 1st ~ ~ .... ~...~ Department of Heal~ and Human Se~ices approval ~"~,~ ' cE-eeol 72-013 (Rev. 9/91) MOA 2,5 Permit No. of 2 SW950261 Page 2 Municipality of Anchorage DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 · Anchorage, Alaska 99519-6650 · Telephone: 343-4744 On-Site Wastewater Disposal System and/or Well Inspection Report LOT 14B, EAGLE RIVER VALLEY RANCHETTES 0502222;5 Legal Description: PID No.: ~....~ FINAL ;RADE 9i;,9 1250 , IN~:U~TION~, ,: : ST1 1 2' 19' C03 3~' MIZ ~5' /4' / :XISTING CRI[ - ~ ; W 1250 GAL ~~< , , ~- N~EPTiC TAN; 72-013 A (Rev. g~1) MOA 25 MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND HUMAN SERVICES P.O. BOX 196650, 825 "L" STREET, ROOM 502 ANCHORAGE, ALASKA 99519-6650 PAGE ON-SITE WASTEWATER DISPOSAL SYSTEM (UPGRADE) PERMIT PERMIT NUMBER:SW950261 DESIGN ENGINEER:S & S ENGINEERING OWNER NAME:FINCH STEVEN W & REBECCA D OWNER ADDRESS:18828 WHIRLAWAY RD EAGLE RIVER, ALASKA 99577 PARCEL ID:05022223 1 OF DATE ISSUED: 9/07/95 EXPIRATION DATE: 9/07/96 LEGAL DESCRIPTION: EAGLE RIVER VALLEY RANCHETTES LT LOT SIZE: 17955 (SQ. FT.) NUMBER OF BEDROOMS: 4 THIS PERMIT: 14B THIS PERMIT IS FOR THE CONSTRUCTION OF: DISPOSAL FIELD /SEPTIC TANK SYSTEM ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH: 1. THE ATTACHED APPROVED DESIGN. 2. ALL REQUIREMENTS SPECIFIED IN ANCHORAGE MUNICIPAL CODE CHAPTERS 15.55 AND 15.65 AND THE STATE OF ALASKA WASTEWATER DISPOSAL REGULATIONS (18AAC72) AND DRINKING WATER REGULATIONS (18AAC80). 3. THE ENGINEER MUST NOTIFY DHHS AT LEAST 2 HOURS PRIOR TO EACH INSPECTION. PROVIDE NOTIFICATION BY CALLING 343-4744 ( 24 HOURS ) (NOT REQUIRED FOR WELL ONLY PERMIT) 4. FROM OCTOBER 15 TO APRIL 15 A SUBSURFACE SOIL ABSORPTION SYSTEM UNDER CONSTRUCTION DURING FREEZING WEATHER MUST BE EITHER: A. OPENED AND CLOSED ON THE SAME DAY B. COVERED, SEALED AND HEATED TO PREVENT FREEZING 5. THE FOLLOWING SPECIAL PROVISIONS. SPECIAL PROVISIONS: DATE Municipality of Anchorage Department of Health and Human Services 825 "L" Street Rick Mystrorn. P.O. Box 196650 Anchorage, Alaska 99519-6650 Mayor September 9, 1995 Robert C. Cowan, P.E. S & S Engineering 17034 Eagle River Loop Road Suite 204 Eagle River, Alaska 99577 Subject: Waiver Request for Lot 14B Eagle River Valley Ranchettes S/D Waiver Request #WR950040, PID #050-222-23, SW950261 Dear Mr. Cowan: Your request for a waiver of the required 10 foot separation between a septic system and a lot line has been approved. The waived distance is 4 feet from the property line to existing crib. This approval applies to the existing septic system lot line separation only. Any future upgrade to the septic system will require all separations be met or another approval from this department. Sincerely, Civil Engineer On-site Services DJR/ljm MUNICIPALITY OF ANCHORAC Department of Health and Human Services On-site Services Section Waiver Review Worksheet WR# WR950040 PID~ 050-222-23 HA# Date Received: August 24, 1995 Legal Description: Lot 14B Eagle River Valley Ranchettes Engineer: Robert C. Cowan, P.E., S & S Enqineerinq Permit # 17034 Eagle River Loop Road Suite 204, Eaqle River 99577 Applicant: Steven/Rebecca Finch Waiver Requested: to property line. Lot line waiver of 4 feet from the existinq crib Criteria: 1. Geology: Points: A. Water Table B. Soil Sorption C. Permeability D. Water Table Gradient "E. Horizontal Separation TOTAL: Special Conditions: e 3. Other: Waiver is Granted: ~, Waiver is NOT Granted: List Conditions or Reasons for above: ~. ~-~/~-6~p~ Name of Reviewer Rec #: #01239/2553 Amount: $ 115.00 Date Paid: 8-24-9~ ROBERTC. COWAN, RE. ROBERTA. SHAFER, EE. Sept~mb~ 6, 1995 MUNICIPALITY OF ANCHORAGE Department of He~ and Human Services P.O. Box 196650 Anchorage, AK 99519 SEWER&WATER MAiN E~'ENSIONS SEWER & WATER INSPECTION ENGINEERING STU~ES KO REPORTS WE!J. INSPECTION & R.OW TEST SITE PLANS ROAD DEStGN SOILTEST PERCOI.ATION TEST STRUCTURAL & MECHANICAL INSPECTIONS ON SITE WASTEWATER ~SPO6ALSY~TEM ~cSIGN CIVIL ENGINEERS (907) 694-2979 FAX (907) 694-1211 RECEIVED SEP 7 1995 Mun~c~pah[y o! Ar~Cl3or Dept. Health & Human S--a-g.e ~[vlces REFERENCE= Lot 14B; Eagle P,J. vcr Va.~.ley Ranchettes Request yo- l,~6u.e a pe.,trait ta upg~uzde the..~ep~c 6y6te.~ .6eruing the. th,tee., be..d~oora hou.6e on the ~efe.~enced p~. Atto ~eque,~.t. yo, .~6u.e a p~ope,c~ ~ ~d.u~ f~om the. ex.~.t2ng c,,d.b ;to ~ prope,,c~ .t, tne o~ fou,,c {e. et. Z,s,s,,,,,~ce of ~ ma.tue,,c milt not lrapact ;the abit, t,~ ,to UlOge_~de the ne, tghbo.%ing p.top~ in .the. fu;tu, re. A te~t hole was ~x~avated and a p~rcola~on te~t p~formed in the ar~a of the propo6ed upgrade. The approximate lo--on of the test hole £o~ted on the attached ~,Lte plan. At the time of ~xeava~on no wate~ ~a6 e~count~red in the te~t hole and afte~ 6ev~ day ground w~t~ monitoring, the monitoring tube ~ found to be dry. Attached i6 the propo6ed upgrade design. you require addd~onal information, plea6e contact Sincere. fy, Robot C. ¢owan, P.E. RCC/gk 17034 NORTH EAGLE RIVER LOOP · SUITE204 · EAGLE RIVER, ALASKA 99577 Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street. Anchorage. Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST 2 3 4 5 6 7 8 9 10- 11 12 13- 14- 15 16 17, 18- 19 20 m~"%/ ~ ~ ~a:,, I DATE PERFORM~i~ T~nship, Range, Section: SLOPE SITE PLAN WAS GROUND WATER [ ENCOUNTERED?~"° DEPTH? ~. pO E Depth to Waer/~er Monitoring? 0~. Dale: t~!>4,0"q~" Gross Net Depth to Net Reading Date Time Time Water Drop k ~-~.qs- ---- '5'h.,' -- - "~ ~-,.~ 't '/,~' ~/'~' PERCOLATION RATE "~'"~ (m~nutes~mch) PERC HOLE DIAMETER TEST RUN BETWEEN 4,~"" FT AND '~"~' FT COMMENTS PERFORMED BY; S & $ ENGINEERING i~/~D h)P CERTIFY THAT THIS TEST WAS PERFORMED IN 17034 Eagle River Lo~ ~oac{ ACCORDANCE WIT~~~ GUIDELINES IN EFFECT ON THIS DATE. DATE: 72~ (Rev. ..1" = 40' J SITE PLAN UPGRADE J '._.' __ ~,~-.- .... r- °.tn L~0-- I-~ o ~ ~4 ~ ~ S l I~ m 0 ~ ~ ~ -- -- Zoo ~ = ~ ~ ~ moo~ ~o / I ~z~ ~ ~No / g~ ~ / ~o~ . GREA.,,:R ANCHORAGE AREA BORL .!GH :~!'i)i: Department °f Envir°nmental Quality ~/fAnchorage,3330 CAlaskaStreet99503 ,,~ INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM FROM WELL MANUFACTURER MATERIAL COMPARTMENTS INSIDE LENGTH INSIDE WIDTH, ,. LIQUID DEPTH LIQUID CAPACITY,~ GALLONS. TILE DRAIN FIELD: ~ .~1 /~_~ TOTALLENGTH ~ DISTANCE FROM WE "~//'~ FOUNDATION NEAREST LOT LINE OF LINES ..~U NUMBER OF LINES '/ DISTANCE BETWEEN LINES ~/~- TRENCH WIDTH~IN. TOTAL EFFECTIVE DEPTH: TOP OFTILE TO FINISH GRADE MATERIAL BENEATH TILE . ABOVE TILE IN. TYPE CT N __DEPTH DISTANCE FROM= BUILDING NEAREST NEAREST SEPTIC SEEPAGE FOUNDATION~ LOT LINE __, SEWER LINE , TANK SYSTEM CESSPOOL OTHER SOURCES APPROVED DISAPPROVED REMARKS DISTANCES: INSTALLED BYJ/~ { SEWER LINE DEPTH: PIPE MATERIAL: ~~ LOT SLOPE: Form EQ-O32 DIAGRAM OF SYSTEM GREATer ANCHOrAgE ArEA BOrOUgh DEPARTMENT OF ENVIRONMENTAL QUALITY 3330 "C*' STREET ANCHORAGE, ALASKA 99503 TELEPHONE 274-4561 SEWAGE DISPOSAL SYSTEM -- APPLICATION AND PERMIT PERMIT NO. INSTALLATION OF= SEPTIC TANK SEEPAGE PIT DRAIN FIELD . OTHER 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. ,EPT,C TANK ,,ZE f TYFE MINIMUM DISTANCES, RIrQUIREMENT~ 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 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 B 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 ~OROUGH REGULATIONS REGARDING INSTALLATION. DIAGRAM OF I CERTIFY THAT I AM FAMILIAR WITH THE REQUIREMENTS OF (~REATER ANCHORAGE AREA BOROUGH ORDINANCE NO. 28-68 AND THAT THE ABOVE DESCRIBED SYSTEM I$ IN ACCORDANCE WITH SAID CODE. GAAB-HD-I G./R,F-.?TER ANCHORAGE AREA BORO,I.'~H , HEALTH DEPARTMENT ,, 327 I."..,.,~LE ST. ANCHORAGE, ALASKA 99501 ~27~-2511 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM SEPTIC TANK: DISTANCE FROM WELL /'~O~) MATERIAl LIQUID CAPACITY _ COMPARTMENTS ,,~ ,,s', .~, / ~ ~ ~' L.O..D GALLONS. INSIDE LENGTH INSIDE WIDTH DEPTH__ SEEPAGE SYSTEM: SEEPAGE PIT: NUMBER OF PITS / OUTSIDE DIAMETER. OR WIDTH LINING MATERIAL Ce /~ ~:2~ ~'t iV ~/'~; uISTANCE FROM WELL / NEAREST LOT LINE '~' ~'~ (' TOTAL EFFECTIVE ABSORPTION AREA (WALL AREA) .LENGTH /,~"-' ,DEPTH ?- ~ f~so. FT. TILE DRAIN FIELD: DISTANCE FROM WELL NUMBER OF LINES ABSORPTION AREA DEPTH: TOP OF TILE TO FINISH GRADE , FOUNDATION DISTANCE BETWEEN LINES SQ. FT. LENGTH OF EACH LINE .DEPTH OF FILTER MATERIAL BENEATH TILE ., NEAREST LOT LINE. TRENCH WIDTH TOTAL LENGTH OF LINES IN. TOTAL EFFECTIVE .IN. ABOVE TILE WELL: T~-~'~/--YPE ~/"~-! L / _~-_/~-,,~ DISTANCE FROM '. WATER ., DEPTH ,BUILDING FOUNDATION SAMPLE NEAREST SEPTIC SEEPAGE LOT LINE ., SEWER LINE , TANK o SYSTEM , CESSPOOL DIAGRAM OF SYSTEM DISTANCES: , NEAREST OTHER ., SOURCES ~-IID-2 C REATE h?ANCHORAGE AREA ' )ROUGH IIEALTH DEPARTMENT 327 Eagle St. Anchorage, Alaska 99501 279-2511 Case N o. APPLICATION TO INSTALL: SEPTIC TANK TO SERVE THE FOLLOWING FACILITY FINANCED THROUGH PERCOLATION TEST RESULTSU SEWAGE DISPOSAL SYSTEM - APPLICATION & PERMIT NAME OF APPLICANT }/'{ i} ~/!l ,.~.-",,~A/~.- ~..~",,~- , , ~. . ~'h~.~,~ ) MAILING ADDRESS~(~ (~,,~.~/ PHONE NO. RESIDENCE ADDRESS LOCATION OF I"STAL~TION LEGAL DESCRIPTION ~ / ~J ~c ,~ ~.,~ / ,SEEPAGE PIT. , DRAIN FIELD.' , OTHER AHTICIPATED DATE OF CO~PLETIOH ~/ BELOWTO BE FILLED OUT BY HEALTH DEPARTMENT THIS IS TO SERVE AS AS DESCRIBED BELOW. SIZE OF UNIT TO BE SERVED ~ '~; ~~ .SE~ICTANKSIZE /~'~ TYPE ~Q SEEPAGE AREA ~ ~ TYPE Health Authority I certify that I am familiar with the requirements of Greater Anchorage Area Borough Ordinance N6..28-68 and that'the above described system is in accordance with said code. "' "' :,:,. ~? ~ :" . DISTANCES: DIAGRAM OF SYSTEM , °' DEPT. CT I:.~ALT;-I & * MUNICIPALITY OF ANCHORAGE '/~ ~i~ DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTIOF~~/II~ON~/'ENTAL Telephone ~720 RECE! E ~1. PROPERTY OWNER I PHONE ~OPERTY RESIDENT {If diffe~t from a~ PHONE ~ B~YER ~ PHONE LENDING IN~ITUTION PHONE MAILING AoORE~ ' _~ '' ~ R~LTORIAGE~ PHONE MAI LING ADDRESS LEGAL DESCRIPTION STfl E ET ~)CATI ON TYPE OF RESIDENCE [~ SINGLE FAMILY [] MULTIPLE FAMILY NUMBER OF BEDROOMS [] One [] Four [] Two [] Five ~] Three I-3 Six [] Other 7. WATER SUPPLY [] INDIVIDUAL* COMMUNITY [] PUBLIC UTILITY 8, SEWAGE DISPOSAL SYSTEM INDIVIDUAL/ON-SITE** [] PUBLIC UTILITY * ATTACH WELL LOG. A w~ll log is required for all wells drilled since June 1975. For wells drilled prior to that date, give well depth (attach log if available.) **If individual/on-site, give installation date ~,~OA',~:~.,~ ~q3 /~' If system is over two (2) years old an adequacy test is required by this Department. NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED. 72~)10(3/78) THIS SIDE FOR OFFICIAL USE ONLY DATE RECEIVED ,' INSPECTION APPOINTMENTS TIME TIME TIME DATE DATE DATE INSPECTOR INSPECTOR INSPECTOR DIRECTIONS: 1. TYPE OF RESIDENCE NUMBER OF BEDROOMS [] SINGLE FAMILY [] ONE [] THREE [] FIVE [] OTHER I--I MULTIPLE FAMILY [] TWO [] FOUR I--I SIX PERMIT NUMBER 2. WATER SUPPLY I-3 INDIVIDUAL DEPTH OF WELL [] COMMUNITY DATE DRILLED [] PUBLIC UTILITY Connection Verified LOG RECEIVED 3. SEWAGE DISPOSAL SYSTEM PERMIT NUMBER [] INDIVIDUAL/ON -SITE DATE INSTALLED []PUBLIC UTILITY Connection Verified INSTALLER []Septic Tanl(or I-"1 Holding Tank Size: If Tank is homemade SOILS RATING give dimensions: TYPE OF TANK : MANUFACTURER ~. DISTANCES Septic/Holding Tenk Sewer Line Nearest LOt Line , WELLTO: Absorption Area to'nearest Lot Line 15. COMMENTS [~"-APPROVED FOR ~ BEDROOMS [] CONDITIONAL APPROVAL (letter must accoml)any certificate) [] DISAPPROVED LEGAL DESCRIPTION 72~10 (Rev. 317S) Mr. Ires Severson SR#2 Box 7346 Eagle River, Alaska 99577 7 .June 1979 ' REF: Lot I~B, Eagle River Ranchettes NIcIPAL%TY O~ ANc~ORAG~ A sewer system adequacy test was conducted on the system located on the referenced property during the period .h,ne 3-5, 1979. The test consisted of water being introduced to the system by contint, otm flow ~' over a period of 48 hours. During this time, approximately 960 gal-: lons of water was introduced into the system. The absorption trench' accepted this water without a rise in the level measured within the sump at the end' of the trench. ' The septic tank was pumped on June 7, 1979, and found to have a capacity ef 1,000 gallons. It can be concluded from the above test, that this system (septic tank and absorption trench) is adequate at thif~'f~e.. ... CF: Totem Realty, A~: L}m Eunt~ // . USA Federal Credit Union, 777 Juneau St, Anchorage, AK 99501 ~lunlcipality of Anchorage, Dept of Health ~ Environmental Prot 825 "L" STREET ANCHORAGE, ALASI<A 99501 (907} 264.4111 SULLIVAN, May 15, 1979 First National Bank of Anchorage Attention: Judy Post Office Box 3128 Anchorage, Alaska 99501 Subject: Lot 14B Eagle River Valley Ranchettes Subdivision The sewer system on the subject property was installed on September 19, 1969. The installation was approved by this department. The sewer system consisted of a 1,000 gallon septic tank and a seepage pit. The leaching area was upgraded in 1976. In the event the leaching area does not pass the adequacy test that will be performed by a registered engineer, an upgrade would be required. The upgrade would include a maximum of forty(40)ifeet of trench with six(6) feet of gravel backfill. If there are any further questions, please contact this office at 264-4720. Sincerely, Robert C. Prat~, R.S. Associate Specialist RCP/ljw May 9, 1979 Wes/Becky Seversen Box 90 Whirlaway Drive Eagle River, Alaska 99577 Subject: Lot 14 B Eagle River Valley Ranchettes Subdivision To Whom It May Concern This department can grant a conditional approval on the existing sewer system if monies are escrowed for the following: (1) An adequacy test is performed to determine if the sewer system is functioning properly. (2) In the event the adequacy test fails an upgrade of the system will be completed by July 1, 1979. If there are any further questions, please contact this office at 264-4720. Sincerely~j Robert C. Pratt, R.S. Associate Specialist RCP/ljw