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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~ ROBERT C. COWAN, RE. ROBERTA. SHAFER, P.E. ON-SITE WASTEWATER DISPOSAL SYSTEM CONSTRUCTION PRACTICES and MATERIAL SPECIFICATIONS ClVlL ENGINEERS (907) 694-2979 FAX (907) 694-1211 HEALTH AUTHORITY API:~OVALS ~-'WER & WATER MAJN EXTENS~)NS SEWER&WATER ~SPECT]ON ENGZNEERING STUDIES ANDREPORTS W~LL INSPECTION & FLOW TEST SiTE PLANS ROAD DESIGN SOILTEST P[RCOLATION TEST STRUCTURAL& MECHANICAL E~SPECTIONS ON.~TE WA~TEWATER E~SPOSAL SYSTEM DF. SIGN ~FERENCE: Lot 14B, Eagle River Valley Ranchettes August 23, 1995 }ENERAL: 1. ® ® e Be The scope of this project includes the installation of a 1250 gallon septic tank and leachfield trench to serve the three bedroom residence located on the referenced property. The existing 1000 gallon septic tank is to be pumped, crushed, and abandoned in place. The existing leachfield is to be abandoned such that it may be used in the future. Construction shall be in accordance with the approved site plan and design drawings, Municipal peru,it with any special provisions or conditions, and all applicable State and Municipal Wastewater Disposal Regulations. The contractor shall be responsible for obtaining any necessary underground utility locates. Unless specifically agreed otherwise, the property owner shall be responsible for final grading areas subsequently depressed from soil settling. Contractors installing wastewater disposal systems must be certified by the Municipal Health Department for system installations. Owners installing their own systems must also receive prior approval from the Municipal Health Department. SEPTIC TANK INST~?.?.%TION: A septic tank is to be constructed by a certified septic tank manufacturer. Construction shall include two 4" cleanouts for pumping access. 2. The septic tank shall be sufficiently bedded to prevent settling or shifting of the tank. e Ail standpipes on the septic tank shall extend a minimum of 12 inches above final grade. 17034 NORTH EAGLE RIVER LOOP - SUITE 204 · EAGLE RIVER. ALASKA 99577 Page Two Lot 14B, Eagle River Valley Ranchettes August 23, 1995 e Septic tanks installed with less than 4 ft. of cover shall be insulated. A foundation clean.ut shall be installed one to four feet from the building foundation. In the line between the tank and the leachfield there shall be two adjacent clean.uts (unless an effluent pumping system exists within the septic tank). These clean.uts shall be located on undisturbed soil not more than 10 ft. from the tank. The first clean.ut, in line, shall be to clean toward the leachfield. The second clean.ut shall be to clean toward the septic tank. Final grading over the septic tank shall be such that a positive slope exists away from the septic tank. ABSORPTION TRENCH/DRAINFIELD INST~?~.~TION: Excavate the proposed trench to the dimensions shown on the design. The bottom of the excavation shall be within 2 inches of level. If the sidewalls of the excavation become smeared, they must be raked or scratched (ruffed-up) before gravel (sewer rock) placement. mo Once the gravel is installed, the distribution pipe is to be installed level with the perforations faced downward. Gravel is then to be placed over the distribution pipe to provide a minimum of 2 inches of cover over the pipe. A silt barrier must be installed between the final gravel layer and the native soil backfill. Ensure the silt barrier covers the entire gravel surface before placing backfill. 0 Monitor tubes shall be of four (4) inch diameter, installed approximately in the locations shown on the design, and extend a minimum of 12 inches above final grade. The portion of the monitoring tube extending through the gravel shall be perforated from the bottom of the trench to the invert of the distribution pipe. This is equivalent to the effective depth of the gravel as noted on the design. Page Three Lot 14B, Eagle River Valley Ranchettes August 23, 1995 0 Backfill over the final gravel layer must not be less than twenty-four (24) inches. Insulation must be installed when the backfill depth is less than thirty-six (36) inches. The finish grade over the trench must be mounded to prevent the formation of a depression after settling. MINIMUM MATERIAL SPECIFICATIONS: Any septic tank proposed for installation must be constructed by a Municipally approved septic tank manufacturer. The following pipe materials are approved for use in septic system installations in the Municipality of Anchorage: ~ype of Pipe Perforated Solid Cast Iron ASTM D3034 (PVC) ASTM F810 (HDPE) ASTM D2662 (ABS) Yes Yes Yes Yes Yes No Yes Yes Use of a type of pipe other than listed above must be approved by the inspecting engineer. Insulation shall be at least 2" thick extruded direct burial polystyrene (Dow Chemical Company Styrofoam HI or equal). Septic tank inlets and outlets shall be fitted with watertight couplings (Caulder, Fernco, or equal). A permeable nontoxic silt barrier (Typar 3401, Mirafi 140N, or equal) must be installed between the final leachfield gravel layer and the native soil backfill. Ail leachfield gravel (sewer rock) shall be 0.5"-2.5" screened gravel with less than 3% passing the %200 sieve. When sand is being used as a filter material, its gradation specifications must confo~,L to current M.O.A. or D.E.C. requirements. Page Four Lot 14B, Eagle River Valley Ranchettes August 23, 1995 INSPECTIONS: Typically there.will be a minimum of three (3) inspections required during the installation of the wastewater disposal system. These inspections will occur as follows: The first inspection must be conducted after the excavation of ditches, pits, trenches, or beds and before the installation of any gravel. A septic tank may be set in place, but may not be backfilled before this inspection. me The second inspection must be conducted after the placement of the silt barrier, gravel, distribution lines, standpipes, cleanouts, and insulation, but before the placement of any other backfill. e The final inspection is to occur upon final grading of the property. Often there will be more than these 3 inspections required. Especially with the installation of multiple trenches, sand filters, pressurized distribution systems, etc. Thus, the inspecting engineer is to be contacted at least 24 hours prior to the start of construction. If necessary, a pre-construction meeting will take place on-site. The inspecting engineer will not coordinate, direct or control in any way the contractors activities. The owner shall contract with the contractor to perform the work outlined in these specifications and plans and in accordance with the attached M.O.A. permit. There will be no contractual arrangement existing between the contractor and S & S Engineering. S & S Engineering shall be the owner's representative and will inspect the work as stated above to document the contractors activities. Final acceptance of the contractors work rests with the owner and the M.O.A. Page Five Lot 14B, Eagle River Valley Ranchettes August 23, 1995 S & S Engineering shall have no liability to the owner or to others for acts or omissions of the contractor or any other persons performing work on this project or the failure of the contractor to carry out the work in accordance with these construction documents. S & S Engineering's inspecting engineer will not be responsible for the construction means, methods, techniques, sequence, procedures or the safety precautions incident to this project. CONTRACTOR/INSTALLER . 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