The URL can be used to link to this page

Home My WebLink AboutSKY RANCH ESTATES BLK 1 LT 11 & 12Onsite File Municipality of Anchorage Page _/ of 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: ~,~_V.4' ~ 70 ~-.'"¢ ~ PID Number: _~ ~ ~'-~ ~ N~:~UE~ ~ ~ Wastewater System: ~New ~Upgrade Address55~ ~H15 ~ )~ 5 ~'~¢C_ ¢ ABSORPTION FIELD Phone: ~ No, of ~ooms: D Deep Trench ~Shallow Trench B Bed ~ Mound Other Soil Rating: Total Depth from original grade: LEGAL DESCRIPTION ~ ~ ~/sq.a. ~ ~ ~ubdlv~io~: ~ Depth to pipe bottom fr0m odginal grade: Gravel de h beneath pipe ~ Township: ~ Range: I Section: Fill added above original grade: Gravel lengt~ I Number of lines: I Distsnce betwee~ lines: WELL: D New ~ Upgrade Grsvel width: ~ Ft. ~I / ~ Ft, Classification (Private, A,B,C): Total Depth: Cased To: Total absorption area: Pipe materish Dri,le,: Date Drilled: Static Water Level:Fb ,~taller; .~uaAr~ ~ Date installed: ~/~¢) -- ~/__ Yield: ] Pump Set at: I Casing .efght Ab0ve Ground: ~.~ ~,. ~. TANK SEPARATION DISTANCES ~,tic u ,o~ain, u S.T.~.~. TO 8.ptic Absorption Lift Holding =ubgc/Privat, Ma.ufaoturer'=~ . Ca~a~2~l~ Surface w~t~ ~ ~ D ~ LIFT STATION LineL°t ~.,~ [~( ~ ~ Size in gallons:l] Manufacturer: Foundation ~'i ~ ~ ~ 'Pump °n" level at: I I Cu~ainDrain ~ ~ Pump Make & Model Electrical Inspeclioas pedormed by: location and Doscdpfion: Doo Assu ed Elevation: ENGINEER'S SEAL ~ ~,~2%~,, ~ ,,. , r ,,Ins-ec+ionsr, ~edormea bls+~-~ ~ ? '~ ": '"'"'?'- Department of Health and Human Services approval ~ :-, .... Reviewed and approved by: ~ ~ ~Date: ~ 27' ~ 8 "' ~'~ "~ 79-013 (Rev, 9/91) MOA 25 PERMIT NO. SW 970246 L12, BL2,SKY RANCH ESTATES ~2 /\ ."/ ~ / ,,~ SEPTIC SYSTEM AS BUILT PLAN J~ES SIZEMORE & ASSOCIATES CIVIL ENGINEERS & SURVEYORS Permit No.--'q ~ ?-/O ~-~'~2 Page ~ of ~ 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 Legal Descri PID No.: 72-013 A (Rev. 9/91 ) MOA 25 PAGE 1 OF 1 MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND HUMAN SERVICES P.O. BOX 196650, 825 "L" STREET, ROOM 502 ANCHORAGE, ALASKA 99519-6650 ON-SITE WASTEWATER DISPOSAL SYSTEM (UPGRADE) PERMIT PERMIT NUMBER:SW970246 DESIGN ENGENEER:J~MES SIZEMOORE & ASSOCIATES OWNER NAME:BENSON BRUCE E & RUTH OWNER ADDRESS:5351 WHISPERING SPRUCE DR ANCHORAGE, ALASKA 99516 DATE ISSUED: 8/08/97 EXPIRATION DATE: 8/08/98 PARCEL ID:01530213 LEGAL DESCRIPTION: SKY RANCH ESTATES ~2 BLK 1 LT 12 LOT SIZE: 17996 (SQ. FT.) NUMBER OF BEDROOMS: 4 THIS PERMIT: 4 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 THE FOLLOWING SPECIAL PROVISIONS. SPECIAL PROVISIONS: RECEIVED BY: ISSUED BY: /~../ James Sizemore & Associates Civil Engineers & Surveyors 6410 Switzerland Drive (907) 345-1572 Anchorage, AK 99516 Municipality of Anchorage Department of Health and Human Services Division of Environmental Se~wices On-Site Services Section P.O. Box 196650 Anchorage, Alaska July 11, t997 MUNICIPALITy OF ANCHORAQ~ ENVIRONMENTAL -SERVIcEs DIVISION RECEIVED Gentlemen: Enclosed with the permit application for the septic system upgrade for the septic system located on Lot 12, Block 1, Skyranch Estates Subdivision is the waiver of the separation distance from the Class A Welt located on Lot l 1. The waiver was granted by the State of Alaska, Department of Environmental Conservation. If any additional information is required, Please contact me promptly in order to expedite the issuing of this permit. Sincerely yours.,, f) 0 James F. Sizemore P. E. TONY KNOWLE$, GOVERNOR DEPT. OF ENVIRONMENTAL CONSERVATION ANCHORAGE WESTERN PUBLIC SERVICE OFFICE 555 CORDOVA STREET ANCHORAGE, ALASKA 99501 July 11, 1997 (907)269-7505 James Sizemore, P.E. James Sizemore & Associates 6410 Switzerland Drive Anchorage, AK 99516 RE: Lot 12, Block 1, Sky Ranch Estates Dear Mr. Sizemore: This letter is in response to the submittal received on September 30, 1996, regarding a horizontal separation distance waiver from the existing Class "A" public water system source well located on lot 11, block 1, Sky Ranch Estates to a new septic system on lot 12, block 1, Sky Ranch Estates. The new septic system requires two horizontal separation distance waivers, I) from the source well to the drain field which is approximately 141 feet from the well, and 2) from the source well to the septic tank which is approximately 159 feet fi'om the well (the distances are computed using the submitted site plan). The Department has completed the review of the submitted materials which include a cover letter, site plan, septic system profile, wastewater disposal system specification, soils logs, letter of non-objection from Sky Ranch Home Owners Association and wastewater disposal system design computations. Based upon the review, it seems the proposed septic system appears to meet the concerns of this Department. Therefore, we approve the requested waivers, subject to the following comments: Please submit the exact separation distances from the drain field and septic tank to the existing public water system source well. If these figures are significantly different from the above approximated values, please contact this office as soon as possible. This approval on horizontal separation distance waiver does not imply granting of any additional authorizations, nor obligate any federal, state, or local regulatory agency to grant the required authorizations. James Sizemore, P.E. July 11, 1997 Page 2 Thank you for you coordination and cooperation with this Department. If you have any question, please do not hesitate to contact me. Sincerely, William Rieth, P.E. Environmental Engineer ~ ~>~ oo~O~~° (2) 5'x58' LEACHFIELD'"~, 5~9'..~'~.00 DRAIN TRENCH~ / '- .~ % '~.,.,.., TH EXIST. TIMBER CRIB, REMOVE TOP, FILL WITH UNCLASSIFIED ZABEL FLOW , o DIVIDER·, . '-.,. : ~ ';: ,,' 2, ,,- ~./',, ,. / ~ ,:;-' ?::"- ' +N~ 1250 GAL ~ ; '::-~ ~OX &¢ SERTIC TANK ~' ('/:' E~XISTING _,.- t'~ ~1~ SEPTIC T~NK z FDN. C.O. ASSUMED GARAGE FLR. ELEV. 1000 IMUNI~ / WELL ~,~.~ WHIsPER/No ~,,~-' OF ,,~, ~- ~ -. Ucc ~.. .~.. ~. ¢~,:~4~2t~ '~ LOT 12, BLK 1, SKYRANCH ESTATES ~/~**~.~ r~*.?*.* ¢ SEP~C SYSTEM UPGRADE SITE PLAN '~*% · 1617 E .~ ~. JAMES SIZEMORE ~ ASSOCIATES ~;;); ANCHORAGE, ALASKA SCALE: 1"=50' P,N, SHT:. 1 OF 2 GARAGE SINGLE FAMILY 26' RESIDENCE ADD ...... REMOVE EXISTING SEPTIC TANK NEW 1250 GAL SEPTIC TANK ZABEL FLOW DIVIDER DBL 5'x58' LEACHFIELD TRENCH TH#2 TH#1 MONITOR TUBE, TYP EXIST. TIMBER CRIB, REMOVE TOP, FILL WITH PLAN UNCLASSIFIED 1"=50' TYP ,e,~\ ooo. O .* :...~:- .~. ,~-~.:**.., °°ca°° ZABEL FLOW DIVIDER ~~__9o.o~ ' / c.o./ ~-ueE-,,. ,/-~"~' DRAIN TRENCH '~ ~ '- FABRIRc BOT. EL 987.0 ~ SEWER PROFILE ROCK NTS LOT 12, BLI< 1, SKYRANCH ESTATES SEPT, lC SYSTEM UPGRADE PLAN AND PROFILE JAMES SIZEMORE & ASSOCIATES ANCHORAGE, ALASKA TEL: (907)54-5-1572 FAX: (907).34-5-9629 DR'fiN BY: VI,ID CHKD BY: dFS DATE: 9-12-96 SCALE: 1"=,30' P.N. SHT: 1 OF 2 James Sizemore & Associates Civil Engineers & Surveyors 6410 Switzerland Drive {907) 345-1572 Anchorage, AK 99516 WASTEWATER DISPOSAL SYSTEM SPECIFICATION LOT 12, BI.. 1, SKYRANCH ESTATES SUBDIVISION 1.0 GENERAL: 1.1 The scope of the project consists of installation ora 1250 gallon septic Tank and two five foot wide by 58 feet long wide absorption trenchs containing 35 feet of sewer gravel. The existing septic tank shall be pumped and removed. The existing timber crib absorption area shall have the top caved in and shall be filled with unclassified fill material. 1.2 Construction shall be as shown on the approved site plan and design drawings. Deviations from the approved design drawings shall be coordinated and approved by the engineer conducting the inspections. 1.3 All construction procedures and material used to construct the system shall comply with Municipal and State regulations. 1.4 Unless specifically agreed otherwise, the homeowner shall be responsible for finish grading areas after the system is constructed and soil is compacted and mounded over the wide trench disposal field and the Septic Tank. 2.0 SEPTIC TANK 2.1 The 1250 gallon septic tank shall have two compartments and shall comply with Municipality of Anchorage Requirements. 2.2 The se~ptic tank shall be set level and shall be bedded as necessary to prevent settling or shifting of the tank. 2.3 All pipe connections to the septic tank shall be made with waterproof mechanical couplings. A cleanout shall be installed upstream of the tank within 5 feet of the house foundation. A double cleanout shall be installed downstream, within 5 feet of the septic tank. 3.0 SOIL ABSORPTION DKAINFIELD: 3.1 The soil absorption drainfield shall be two 5' x 58' x 6,5' deep trenches with a total of 3.5 ft. of sewer rock, 3.0 ft. beneath the perforated drain pipe. 3.2 The bottom of the excavation shall be level. Any compacted or smeared surfaces shall be raked to allow for proper infiltration of effluent. This includes both the sides and bottom of the trench. 3.3 Sewer rock shall be 0.5 - 2,5" screened gravel with less than 3% passing the #200 sieve. 3.4 Cleanout pipes and monitor tubes shall be 4" diameter and installed as shown on the plans. The portion of the monitor tube extending through the sewer rock shall be pentbrated. 4.0 ENGINEERING INSPECTIONS 4.1 A minimum of four engineering inspections will be required during construction of the system. One after the septic tank is set prior to its backfill, one after excavation of the absorption trench prior to placement of sewer rock, one after the distribution piping, cleanouts and monitoring tube are in place. The final inspection shall be after filter fabric is placed and the final grading are complete. 4.2 The contractor shall coordinate with the engineer at least 24 hours prior to start of construction. If the contractor desires, a site visit with the engineer prior to start of construction can be arranged. PROBABLE IMPACTS TO ADJACENT PROPERTIES SEPTIC SYSTEM; LOT 12, BL. 1, SKYRANCH ESTATES SUBDIVISION A) WELLS The proposed wastewater disposal system is designed in accordance with current Municipality of Anchorage Wastewater Disposal Regulations. The proposed drainfield will be constructed in accordance with these regulations. The separation distance from the community well located on the adjacent lot; Lot 11 Block 1 is as shown on the system site plan. Since the system being replaced has been in operation since it was built in 1974; and the community well has been in operation all during this time; there should be no unacceptable impact to the community well from replacing the existing septic system. B) WASTEWATER SYSTEMS The new drainfield will be constructed with good separation distance from systems on adjacent lots. Soils tests have shown the soil where the system is to be constructed is acceptable for and an on-site disposal system, therefore there should be no unacceptable impacts on adjacent wastewater disposal systems. C) RESERVED SPACE/SURFACE AND SUBSUt~ACE The large lot that this system will be constructed on has ample space, both surface and subsurface reserved for a replacement system. The proposed drainfield should not affect adjacent properties. D) DRAINAGE The location of the draintield will not interfere with any drainage. The area disturbed during construction of the field will be graded and sloped so as to not pond water. Therefore this system shouldn't adversely affect adiaeent properties. ~ n*nc~orage Municipality DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage. Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST LEGAL DESCRIPTION:_ /~/ ~¢~/~YS ~ *~wnsh,p. Range Section: SLOPE SITE 5 7 I ENCOUNTEREO? /k JO 11- - IF YES. AT WHAT 12 - DEPTH? Beplh lo Waler After 1 3 - ~OllJJorJRg? Reading Date Gross Net Depth to Net Time Time Water Drop ~;.~:~ ~ ~ °//~ ~//~ 14- 15- 16- 18 PERCOLATION RATE minutes/inch) PERC HOLE DIAMETER TEST R"N E EEN COMMENTS - PERFORMEO BY: '%) < . ) ~'~Z/~ ~ I~//~<~Z~JERTFY THCT TH ~EST WAS PERFORMED IN 72-008ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIOELIN~IN EFCECT(Rev. 4,85) ' ON THIS DATE. DAT~: Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST I \ / 1 2 WAS GROUNO WATER I0 ENCOUNTERED? 11 S L IF YES, AT WHAT O 12 DEPTH? p E Depth tg Water Reading Date Gross Net Depth to Net Time Time Water Drop FAr` I'/ 14- 2o- - ._, I.:- PERCOLATION RATE ~ ,('mmute$/m¢l~) PERC ROLE DIAMETER .-: ' TEST RUN BETWEEN , "~ FT AND ,~"~ FT '..~ ~ . ~ _ ~' ~ ~. ' ~. ACCORDAN~E WITH ALL STATE AND MUN ~ PAL GU DEL NES NEFFE~TON~ISOATE, OATE: / QGRE ' ANCHORAGE AREA BOr .GH Department of Environmental Quality 3330 C Street Anchorage, Alaska 99503 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM NAME ~/~O/e ';'EL-_ /-~¢¢~ MAILING ADDRESS ~'/~f'¢ '~¢~$' LOCATION ~)/'½/~/~0 ~¢E' ¢2/~/¢ /~/4'~//LEGAL DESCRIPTION PHONE SI-'PTIC TANK: /_x'/__ ~ DISTANCE NUMBER OF FROM WELL ~:20 / MANUFACTURER ~'7-ff~- ~f'/'~.T&Z- MATERIAL COMPARTMENTS INSIDE LENGTH INSIDE WIDTH LIQUID DEPTH __ .LIQUID CAPACITY_ / ~-~:~ GALLONS· SF-EPAGE PIt: ~ '~ 56 ~. /~ ~- 2_1' NUMBER OF PITS / , DIAMETER OR WIDTH LENGTH DEPTH /~'- z LINING MATERIAL/-~O-j ¢ CRIB SIZE: DIAMETER DEPTH ~7 I (~,/,~¢,¢(./¢~¢/,.; /_2<¢¢*~. ___ DISTANCE FROM: WELL / ~7~'¢ / BUILDING FOUNDATION ~O /'/'' TOTAL EFFECTIVE NEAREST LOT LINE ,~O / __., ABSORPTION AREA (WALL AREA) ~/~ SQ. Fm. ADDITIONAL ABSORPTION WELL: TYPE ~ ~)f~] ~f/· CONSTRUCTION ~)~-~/z_/~ g ~ BU I LDI NG NEAREST NEA REST FOUNDATION_ LOT LINE SEWER LINE CESSPOOL OTHER SOURCES APPROVED / DISAPPROVED REMARKS DEPTH DISTANCE FROM: SEPTIC ~¢~ / SEEPAGE /2 ~ / TANK SYSTEM DISTANCES: INSTALLED BY: (~',/o~- ~<:. PIPE MATERIAL: LOT SLOPE: REMARKS: ~,g)~_L ¢ A/ Form No, EQ~031 DATE DIAGRAM OF SYSTEM G.A.A.B. GREATER ANCHORAGE AREA BOROUGH DEPARTMENT OF ENVIROINMENTAL QUALITY 3330 "C" STREET ANCHORAGE, ALASKA 99503 SEWAGE DISPOSAL SYSTEM -- APPLICATION AND PERMIT PERMIT NO. INSTALLATION OF: SEPTIC TAN~ ~ SEEPAGE ;i~ ~ ., DRAIN FIELD ~--, OTHER , TYPE AND SIZE OF FACILITY TO BE SERVED ~ /~ ~ ~ ~ ~/~ ~ ~ ~ SEPTIC TANK S'ZE --i~~-~I"'D ~Uv TYPE TYPE FOUNDATION TO SEEPAGE PIT 2.0 t., DRAIN FIELD / WELl. TO SEPTICTANK ~O ! m lC,_, SEEPAGE PIT. SEPTIC '"ANK. [00 (, SEEPAGE PIT[OD. / , DRAIN DIAGRAM OF ~.YSTEM CAST IRON INTO AND OUT Of SEPTIC TANK AND INTO CRIB CROSSING GAP OF EXCAVATION 5 FEET INTO UNDISTURBED SOIL. 4 INCH DIAMETER CAST ]RON SIPHON PIPES ON SEPTIC 'raNK AND SEEPAGE PIT GRAVEL BACKFILL CONFORM TO E~OROUGH REGULATIONS REGARDING INSTALLATION. "One tesl is worth a thousa~ d Dp' 'OhS i' t'~rforlllf:d F:er G.].aciev Excavab~Lng ' Date Performed 4--22-74 .~ ~'l.ooal [h~scril~l;~en: Lot..]~.Block I Subdivision ,~nch Percolation ii¸ 3 ~ Silty Sand, ~ SM-2~O some cobbles M 9.-- 10-- 16 ft. bottom of test hole Was Ground Water Encountered? no If Yes, At what Depth? Test Reading Date Gross Time Net Time Depth to H20 Net Drop " Perco'l a tion Rate Minute Pronose,:l Insti~¥T'a-~-T~: Seeeaoe Pit yes Drain Field Der, th of Inlet ................................. Depth 1'o Bottom Of Pit Or Trench , Cfl~!F[[NI'S: ......~iO_~Lc]_. ft. cLr~.:].j]age_, area ~.equired,per bedroom No bedrock or water table ~ ft. below intended seepage pit Test Performed By Jim Mack Data Certified By: Construcbion,~atls~ . k__- ?-_=]'_k,__ .... . .<>~ GRE/' ~' ANCHOr,A, ..... AREA F, or~OU(¢.' ~ DEP;,,,ffaENI' 0F ENVIHONk~ENTAL t~UALITY · ,"¢,( 'FUDO~ ]OA3 ANCHO~A( E A ASKA O~)M)7 279.8680 ................................... ~ ......... ~ ..... ~-~'~T ON ~[ ,ORT ON-S E S;z/AGE [)!SPOSA. SYb vM ¢~/ ~; NUMBER OF ~ 31S~ANCE FROM WELL_-~~ ~ MATERIAL_ ~"~Z.27~ cOMPARIMEN~S--- .]QUID CAPACI]Y~~ ........ GALLONS. INSIDE LENG111~ ~ INSIDE WIDTH~ ~-- DEPTH~¢~ ~ :SEEPAGE SYSTEM: SEEPAGE PIT: L~NINO MA E -'-- NEAREST LOt LtNEz~-~2~:~-~ . TOiAL [FFECTIVE ABSORPtiON AREA (WALL AREA) ...,:_TILE DRAIN FIELD: /t/.//,¢ DISTANCE FROM WELL. ~.--,~-~/ FOUNDA11ON__ NLiM~_' DISTANCE BEIWEEN LINES_ Agb/ORPTION AREA__ __SQ. FT. DE gH: TOP OF lite 10 FINISH GRADE__ TOTAL LENGTH ,. , NEARES, LO, LINE ---- ,OF LINES --, AL EFFEc' VE ~,,ELL: TYPF ,-'~'-<'~/-E¢/*'~"'- --. DEPTH NEAREST / SEPTIC LINE _~.~.~'~, SEWER LINE/~ /¢ .... tANK DISTANCE FROM , BUILDING FOUNDATION.-- SEEPAGE WATER S A M p L E _ _,./~./~")/_J~_./=:~__, NEARE~'i OTHER , CESSPOOL~ DiSIANCES: ' DIAGRAM OF SYSTEM It GREACER ANCHORAGE AREA BOP, OUGH pERM,.~NO~_..~.~,.¢.¢/ DEPARTMENT OF' ENVIRONMENTAL QUALITY . DISPOSAL SYSTE~ ~ APPLICATION AND PER~IT NAME OF APPLICANT ,NSTALLAT,ON LOCATION ~''~"/ INSTALLATION OF: SEPTIC 'rANK ~ SEEPAGE Pit TYPE AND SIZE OF FACIL]TY TO BE SERVED %~ ~ ~ ~/~ ~ ~' FINANCED THROUGH -- SOil TEST RESULTS ~/~ / DRAIN FIELD PHONE , OTHER NOTE: THIS PERMIT IS NOT VALID WITHOUT SOle 'rEst FINAL INSPECTION~ 24 HOUR NOTICE REQUIRED. BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION BY THE HEALTH DEPARTMENT AUTHORITY WILL BE SUBJECT TO pROSECUTION, SEPTIC TANK SIZE !~/~/~0 TYPe ~'~7/2'~'// SEEPAGE A"BA SIZE TYPE DIAGRAM OF ~YSTEM MINIMUM DISTANCES, REQUIREMENTS FOUNDATION TO SEPTIC TANK ~ ] FOUNDATION TO SEEPAGE PIT ~ I SEPTIC TANK~J/ , SEEPAGE Pit TO NEAREST LOT LINE, DRAIN FIELD WATER MAIN TO SEPTIC TANK ~ DRAIN FIELD . SEPTIC TANK, '~'~' , SEEPAGE TO RIVER, LAKE, STREAM, , DRAIN FIELD · SEEPAGE PIT ALSO CONSIDER AREA WELLS. · SEEPAGE PIT CAST IRON INTO AND OUT OF SEPTIC TANK AND INTO CRIB CROSSING GAP OF EXCAVATION 5 FEET INTO UND]STURI3ED SOIL. 4 INCH DIAMETER CAST IRON SIPHON PIPES ON SEPTIC TANK AND SEEPAGE PIT FITTED WITH AIRTIGHT RemOVAble CAPS. GRAVEL BACKFILL CONFORM TO E~OROUGH REGULATIONS REGARDING INSTALLATION, HEALTH AUTHORITY' LICENSED DES[ I CERTIFY THAT I AM FAMILIAR WITH THE REQUIREMENTS OF GREATER ANCHORAGE AREA E~OROUGH ORDINANCE NO. 28-68 AND THAT THE ABOVE DESCRIBED SYSTEM IS IN ACCORDANCE WITH SAID CODE. ~/-~ ~¢~¢~ ~/¢ OAPITOL GLA" ~ OOMPANY 1820 GAMBELL STREET ANCHORAGE, ALASKA 99501 PHONE 272-~,433 REPO SITE SEWAGE DISPOSAL SYSTE/~ S~. T~ '~'' - : ' DISTANCE FROM WELL_~~__MATERIAL~gtZ~ ,/' 7~6~ NUMBER OF [IQ.UID CAPACITY ..... GALLON~, IN JOE LE TH ...... INSIDE WIDTH .~EPTH NUMBER OF Bt?S~, ~ . . . · OUTSIDE D]AMEI~R .... OR WIDTH_.~ LENGIH,, /~ ~P)H LI~/.NG MArtiAL_ /,/~{~.l~ ..... ~ 91STANCE FROM WELL~ , BUILDING FOUNDAIION~, , ll~.~ O~L~, 'FI.~[~~ TOTAL LENGIH DISTANCE EROM WELL ..... FOUNDAT ~N NEAREST LOT LINE ..... ~ LINES NUMBER OF LINES~_~ '_ ' DISTANEE,]~E~' ~ TRENCH WIDIH IN, TOTAL EFFECTIVE ABSORPTION AREA~ _--' "~ , SQ, FT. LENGTH OF EACH LINE DEPTH: TOP ~ lite TO F~AD[ ......... DEPIH OF ~ ~RIAL BENEATH TILE .... IN, ABOVE IILE~ ' ~ / ~; ~ DISTANCE FROM ~ ~ WATER ~ELL: TYPE/W6i¢ _ _~_, DEPTH.~ BUI[DI~ FOUNDAIION.~.~ ~S~PtE__ ~. NEAREST NEAREST ~EPTfC BEEPAGE OTHER LOT LINE .... ~E~WER LINE_ ~, TANK', ....... 5YSt~ , CESSPOOl ...... SOURCE~ SYST~ ,.'Z,F ;: ¢~5' , ZATER ANCHQRAGE AREA BOROL, DEPARTMENT OF ENVIRONMENTAL QUALITY 3500 TUDOR ROAD ANCItORAGE, ALASKA 99502 CASE # Performed For Art D~t'bbrender Legal Description: Lot ll Block This ~ornl Reports Soils Log X Date Performed Jm~e Subdivision Sky Ranch Estates Percolation Test Depth Peet Soil Characteristics 7 8-- 9__ 10-- GM silty, sandy gravel Was Ground Water Encountered? no If Yes, At what Depth? Readin~ Date Gross Time Net Time Depth to H20 Net Drop ercolation Rate Minute Proposed Installation: Seeoaqe Pit x Drain Field Demth of Inlet Depth 1'o Bottom Of Pit Or Trench C~MMENTS: ~2~ sq. f%, all~ed for seepage ttole 28~× ~8~ recommended for a ~ bdrm Test Performed By Date: , ]ATER ANCHORAGE AREA BOROU DEPARTMENT OF ENVIRONMENTAL QUALITY 3500 TUDOR ROAD ANCHORAGE, ALASKA 99502 CASE # Performed For Lemal Description: Lot This Form Reoorts Soils r~ / -r/- D,/~ ~.o l~ R.,,. Date Performed Block ! Subdivi~-on__~/Cv Log.._~_ Perc$1ation -'Test Depth Peet Soil Characteristics _%,~,J~ r=,.o,,.I -.,/,,I/- ~'N..~-~~' 8~ Was Ground Water Encountered? /V~ ~?o^ If Yes, At what Denth? Readinfl Date Gross Time Net Time Depth to H20 Net Drop; Percolatio Rate Hinute Proposed Installation: Seel)aqe Pit Drain Field De~th of Inlet Depth To Bottom Of Pit Or Trench Certified By Date