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HomeMy WebLinkAboutKNIK HEIGHTS BLK I LT 10Knik H ight lock I Lot 10 018-232 -09 "Expired-system not built" MUNICIPALITY OF ANCHORAGE Development Services Department On-Site Water & Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT Upgrade Date Issued: Jul 22, 2009 Expiration Date: Jul 22, 2010 Permit Number: SW090119 Legal Description: KNIK HEIGHTS BLK I LT 10 Design Engineer: 0019 FLATi'OP TECHNICAL SERVICES Owner Name: JOSHUA LEWIS Owner Address: PO BOX 111133 ANCHORAGE, AK 99511- Parcel ID: 018-232-09 Site Address: 013201 SHELBOURNE RD Lot Size: 20800 SQ. FT. Total Bedrooms: 4 Permit Bedrooms: 4 This permit is for the construction of: [] Disposal Field [] Septic Tank [] Holding Tank [] Privy [] Private Well [] Water Storage All construction must be tn 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 DSD at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 ( 24 hours ). ( Not required for a Water Supply Permit only ). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must be either: A. Open and closed on the same day. B. Covered, sealed, and heated to prevent freezing. Received By:. () ~ L~ ~ ~---~'~ Date: 07/14/2009 TiS 10:16 FA~ +1 808 926 1400 Aloha Business Centers 7 ~002/002 Municipality of Anchorage Development Services Department Building Safety DMsion On-Site Water and Wastewater Program 4700 Elmore Road P.O. Box 196650 Anchorage, Alaska 99507 www.munLorg/onsite (907) 343-7904 ON-SITE SEWER/VVELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Mailing ~ddres$.tn _/-~ ~flY ///.] ~ _~ Legal description (Sub'd., Block & Lot) ~',, iN ~ I~ ~ ~l~ 'Q~egal descnpbon ~ownship, Range & Se~ion) , ~ ;~ Lot S~e_~ ~ ~ ~ Sq. FL Number of Bedrooms Day phone ~,~/') .'"~.,~' ~::~.z/'~ ~:~ Zip Code ~---~ ~'--/// Zip Code ~ THIS APPLICATION IS FOR (D;~ all that apply): THIS APPLICATION IS AN: Absorption Field [~. Initial Septic Tank ~ Upgrade Holding Tank D Renewal P~w [] Private Well [] Water Storage [] I certify that the above Information Is correct. I further certify that this application Is being made for a Singte;1E~liy Dwell_J.O_q and Is In accordance with applicable Mu,nlclpal Codes. ($'onature~r-ope~vJ:l~vli/er or authortzed~ Waiver Fees: Date of Payment: Receipt Number: MUNICIPALITY OF ANCHORAGE Development Services Department On-Site Water & Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT Upgrade Date Issued: Jul 17, 2008 Expiration Date: Jul 17, 2009 Permit Number: SW080127 Legal Description: KNIK HEIGHTS BLK I LT 10 Design Engineer: 0019 FLATTOP TECHNICAL SERVICES Owner Name: JOSHUA LEWIS Owner Address: PO BOX 111133 ANCHORAGE, AK 99511- Parcel ID: 018-232-09 Site Address: 013201 SHELBOURNE RD Lot Size: 20800 SQ. FT. Total Bedrooms: 4 Permit Bedrooms: 4 This permit is for the construction of: [] Disposal Field [] Septic Tank [] Holding Tank [] Privy [] Private Well [] Water Storage 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 DSD at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 ( 24 hours ). ( Not required for a Water Supply Permit only ). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must be either: A. Open and closed on the same day. B. Covered, sealed, and heated to prevent freezing. 5. The following special provisions, Permit includes waivers for the drainfield located 5 feet from a property line and the drainfield located less than 50 feet from a slope greater than 25%. Received By: Date: Date: Municipality of Anchorage Development Services Department Building Safety Division On-Site Water and Wastewater Program 4700 Bragaw Street P.O. Box 196650 Anchorage, Alaska 99519-6650 www, muni.org/onsite (907) 343-7904 ON-SITE SEWER/VVELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Proper17 owner(s) Mailing addrass ~.~. Site address J~ 20/ _~¢ I~ ¢n¢ Rood Legal description (Sub'd., Block & Lot) Legal description (Township, Range & Section) Lot Size ~/~ Sq. Ft. Number of Bedrooms Day phone Zip Code Zip Code "-~ " ~ n'~ THIS APPLICATION IS FOR (~3 all that apply): THIS APPLICATION IS AN: Absorption Field [] Initial [] Septic Tank [~ Upgrade [] Holding Tank [] Renewal [] Priw [] Private Well [] Water Storage [] I certify that the above information is correct. I further certify that this application is being made for a Single Family Dwelling and is in accordance with applicable Municipal Codes. (Signature of property owner or authorized agent) Permit/Rush Fees: Date of Payment:' Receipt Number. (Rev. 11/05) Waiver Fees: ! ~ I ~ Date of Payment: "7/I~ /~'~;' Receipt Number, /I~)L~ l {unicipality of Andloragc 5_C_[l il 17, 2008 l)cvclopmcn( Scm'ices I)cpartmcn! l')cl'artment Mayor Mark lhyfich Ted Moore, P.E. Subject: Waiver Request for Knik lleights, Block 1, Lot I0 Waiver Request WR#: 080048 Parcel ID # 018-232-09 Permit # SW080127 Dear Ted Moore, P.E.: Your request for a waiver of the required 10 feet horizontal separation from the absorption field to thc property line has been approved. The approved separation distance is 5 feet. it is understood that this waiver was requested to maximize thc absorption field to slopes greater than 25% separation distance. This waiver approval applies to the existing absorption field to property line, and the related absorption field to slopes greater than 25% separations only. Any future upgrade to the on-site wastewater disposal system will require all separation distances be met or another approval from this department. If there are any further concerns or questions regarding this waiver, please call our office at 343-7904. l ltt2t r Jay" Crewdson Civil Engineer On-Site Water & Wastewater Program Corn m unity, Security, Prosperity , i I AT, TOP SERVICES. ClVIL& ENVIRONMENTAL ENGINEERING ° ENERGY CONSERVATION & ANALYSIS TED MOORE, P.E. PH./FAX: (907)345-1355 E-Mall: tgmoore~gci.net July 15, 2008 14530 ECHO CANYON ROAD ANCHORAGE, AK 99516 M.O.A. DSD P.O. Box 19-6650 Anchorage, AK 99519 Dear Sirs: Thc purpose of this letter is to provide the required design narrative in support of our application for a permit to upgrade the wastewater disposal facilities on Lot 10, Block 1, Knik Heights S/D. Soils logs, perc test results, a site plan, design drawings and specifications are enclosed for your review. We are also requesting a waiver allowing the disposal trench to be within 5 feet of the north property line and less than 50 feet from a break in slope. The proposed system will be constructed in the vicinity of test hole #s I # 2. As can be seen from the soil logs, the native material between 2 and 18.5 feet below ground level is a dense sandy silt with a measured perc rate of 18 to 26 minutes per inch. Using the soil application rate of 0.6gallons per day per square foot specified in the wastewater ordinance, this 4-bedroom residence requires a total absorption area of(4 x 150)/0.6 = 1000 square feet. The proposed 56-foot long trench design with 9 feet of effective gravel has a total absorption area of 1008 square feet. The topography of the lot in the area of proposed construction slopes down towards the west at 10%. There is a 5-foot high cut bank around the house at a distance of 18+ feet from the trench. As illustrated on the cross-section, an imaginary 25% slope line starting 2 feet above the top of the gravel would not daylight within 35 feet. In order to increase the separation from the cut bank we are requesting a lot line waiver allowing the system to be as close as 5 feet from the north property line. As can be seen from the site plan, there is a 30-foot wide utility easement on the other side ofthe lot line, so there will be no adverse impact ofgranting the requested waiver. The proposed project will have no significant impact on present or future water supply and wastewater disposal systems serving adjacent properties, nor will it have any significant impact on reserved space-surface and subsurface, or on drainage. A site for equivalent replacement trenches is also shown on the site plan. Please give me a call at 345-1355 if you have any questions on this submittal. Sincerely, Ted Moore, P.E. LOT 9A, BLOCK 1" "N R = 100' \ \ \ \ \ LOT 18 BLOCK SEPTIC AREA SEPTIC AREA ~::~ ~ DR VE ABANDON EXISTING -- ABS, TRENCH · LOT 17 BLOCK I SEPTIC AREA ~ 49TM CE- 3589 15% INST. 1500-GAL. LOT 9 BLOCK G (NO WELL WITHIN 100') LEYDEN ROAD R.O.W. 1000-GAL SEPTIC TANK LOT 10 BLOCK I R = 100' \ \ \ \ \ \ \ \ WELL roP CONSTRUCT 56-FOOT LONG SOIL ABSORPTION TRENCH w. 9.0' EFF GRAVEL betw. 3.5' & 12.5' B.G.L. 1.25" DIA. SCHED 40 PVC ', w 3/16" HOLES ~ 18" SEPTIC AREA ', LOT 12 ", BLOCK K #1 ~ ' LOT 11 ' ~, BLOCK K ', ', (VACANT) LOT 11, BLOCK I (VACANT) LOT 10, BLOCK I, KNIK HEIGHTS S/D SEPTIC SYSTEM UPGRADE SITE PLAN FLATI'OP TECIINICAL SERVICES I INCH = 50 FEET 14530 ECIIO CANYON ROAD DRAWN BY TFM ANCI IORAGE. AI.ASKA 99516 ; JULY, 2008 NOTE: THIS IS NOT A SURVEYED PLAT. ALL LOCATIONS SHOWN ARE APPROXIMATE. CONSTRUCT $6-FOOT LONG SOIL ABS. TRENCH w. g.0' EFF. GRAVEL betw. 3.5' & 12.5' B.G.L. ~7 1.25" DIA. HDPE ~' I 4" DIA. D-3034 / FROM C.O. ~ FDN. ~ INSTALL 1500~ALLON P~N VIEW STEP TANK SCALE: 1" = 10' 5 MOUND FINAL GRADE 6"-/ 7.5 18 1.5 GROUNC .................. FILTER 1.25" DIA. SCHED 40 PVC w. 3/16" HOLES @ 18" 1/2"- 2 1/2"~ CROSS.SECTION "A - A" SCALE: 1" = 5' LOT 10, BLOCK I, KNIK tiEIGHTS S/D SEPTIC SYSTEM UPGRADE PLAN AND CROSS-SECTION FLATTOP TECI INICAL SERVICES SCALE: AS SIIOWN 14530 ECl lO CANYON ROAD DRAWN BY: TFM ANCI IORAGE, AK, 99516 : DATE, JULY, 2008 TEST HOLE FLATTOP TECHNICAL SERVICES 14530 ECHO ST. ANCHORAGE, ALASKA 99516 SOILS LOG - PERCOLATION TEST LEGAL DESCRIPTION: . ._ Lot 10, Block 'l".Knik Heights S/D .......... DATE PERFORMED: July 2, 2008 PERFORMED FOR: ~ Nielson Construction DEPTH -- (feet) -- 2 3 4 6 8' 9' 10 12 13 14 15 16 17 18 19 2O COMMENTS: Pt SM Reddish sandy loam MI/SM Gray gravelly sandy silt Dense, chunky Less cohesive below 5' Increasing sand fraction below 10' SLOPE Depth to Groundwater Date No grou-ndw~tet; ~. ~- 7/2/08 - Monitor tube dry ... 7110108 i~-'*~LOPE SITE PLAN . ', 18 _ 5-foot bank---~ 10% ' Date Reading Clock Net Time Percometer Net Drop ' Time . (minutes) Reading i (inches) ' 7/2 ! 12"Pr~s0.~k. ii .i ..... 273/8 ....... .... I. 12"Resoak ; : '' 273~8 · Add water & start 2:48:45. : .... 235~8 . : _. .. 3:18;45 30 21 15/16. ! .1 11116 - :, ! Add wate~1 ' 3:19:15 ...... 123 5/8 #2 3:49:15 ~ 30 21 7/8 .'..i _ .i 314 = ..... : Add Water ........ 3:49:30 ' i 23 3/4 ....... #3'i. "4:19:30 i ', 30 .. 2115/16 .... 113116" PERCOLATION RATE _.18 .... (minutes//nch) PERC HOLE DIAMETER TESTRUNBETWEEN 7.25 . FTAND 7.75 FT PERFORMED BY FLATTOP TECHNICAL SERVICES. I _..~'-,-,~_ _'~,-~..,~,..~ ..... CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCEWITHALLSTATEANDMUNIClPALOUIDELINESINEFFECTONTHiSDATE. DATE: . .~../.~,5' ,/.C~. g~ ........ ITESTHOLE# 2 FLATTOP TECHNICAL SERVICES 14530 ECHO ST. ANCHORAGE, ALASKA 99516 SOILS LOG - PERCOLATION TEST LEGAL DESCRIPTION: Lot 10, Block '1" Knik Heights S/D DATE PERFORMED:_ _ _ July 2, 2008 _ . PERFORMED FOR:. . Nielson Construction DEPTH -- (feet) -- 1 2 3~ 4' 6- Pt. SM Reddish sandy loam ML/SM Gray gravelly sandy silt Similar to T.H.//1 Appears sand[er betw. 8' & 16' SLOPE 9 10' 11 12 13 14 15 16 17 18 19 20 COMMENTS: Depth to Groundwater ! Date N0'groundwater....i .7/2/08'. Monitor tube dry .... 7/10/08 ~ SLOPE Date Reading Clock Time : 7/2' ' '12" Presoak ................ ; 12"Resoak ........... :' '. Add water & Start '; -2:-46:'i5 ' ' .#1 ......... 3:16:15_ '. 30 ' Add water 3:17. #2 3:47 30 '"-. i AddWatei:.~.. -. ! 3:47:30 ...... #3 ........ 4:17:30 ~ . 30 SITE PLAN 5-foot bank--~ 10% 25% 0% Net Time Percometer ~ Net Drop (minutes) Reading (inches) 31 ....... 27 1/16 25 718 .... I 3116 ' 25 15/16'-i ~' 113/16 27 1/8 : . _ ; · ~ 25 !5/16 ... 13/16__. PERCOLATION RATE _26 (minutes/inch) PERC HOLE DIAMETER 6" TEST RUN BETWEEN .9.5 FI'AND_ . 10.0 FT PERFORMED BY FLATTOP TECHNICAL SERVICES. I '~'~,,,~._ ~ ....... CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: ~' / ~/~". ~ ~A::~ ._. GREATER ANCHORAGE AREA BORuLIGH e Department of Environmental Quality 3330 C Street Anchorage, Alaska 99503 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM SEPTIC TAN K: ,¢,.¢4,A-~ C .. DISTANCE ,' ld'~t'z ' F"~ ' , ,~ /u/ ,,_¢~, -'~ ,'~ NUMBER OF / INSIDE LENGTH ~' INSIDE WIDTH LIQUID DEPTH COMPARTMENTS .LIQUID CAPACITY /~L~ GALLONS. SEEPAGE I~: ~'~/~---- NUMBER OF PITS / DIAMETER__ LINING MATERIAL "~.~'"¢~ -- / BUILDING FOUNDATION~-~) ~P ~} ADDITIONAl ABSORPTION / / OR WIDTH '"'~_, LENGTHC~¢ DEPTH _ CRIB SIZE: DIAMETER___.DEPTH DISTANCE FROM: WELL 7/ TOTAL EFFECTIVE ABSORPTION AREA (WALL. AREA) ~"'~';~ °2`, ._51~. FT. NEAREST LOT LINE WELl._: FOUNDATION __ CESSPOOL APPROVED CONSTRUCTION DEPTH NEAREST / NEAREST ? SEPTIC LOT LINE 7 SEWER LINE ~ TANK OTHER SOURCES DISAPPROVED REMARKS DISTANCE FROM: SEEPAGE y~ / SYSTEM DISTANCES: DIAGRAM OF SYSTEM INSTALLED BY: ~~---/' LOT SLOPE: REMARKS:_ ///~-/-/~g-/~ ~'/~' GREATER ANCHORAGE AREA BOROUGH DEPARTMENT OF ENVIRONMENTAL QUALITY 3330 IICII STREET ANCHORAGE, ALASKA 99503 PERMIT NO, SEWAGE DISPOSAL SYSTEM APPLICATION AND PERMIT ¢ h ADDRESS INSTALLATION OF: SEPTIC TANK SEEPAGE PIT -- N FIELD ~ , OTHER NOT[~ THIS P~R~IT IS NOT V&LID WITHOUT 8OIL COMPLETION DATE ANTICIPATED ~ .- ~ FINAL INSPECT ION: g4 HOUR NOT ICE REQUIRED. ILLING O~~,1 NAb I PE~N ,~ THE DEPARTMENT OF ENVIRONMENTAL ~UALITY AUTHORITY WILL BE SUBJECT TO PROSECUTION. MINIMUM DISTANCE.~,, REQUIREMENTS FOUNDATION TO SEPTIC TANK FOUNDATION TO SEEPAGE PIT DRAIN FIELD SEPTIC TANK TO SEEPAGE PIT WALL. SEPTIC TANK · SEEPAGE PIT , DRAIN FIELD TO NEAREST LOT LINE. /~ WELL TO SEPTIC TANK L~/O/~ /; SEEPAGE PIT  -~'~'~'A'~'T~I"PPE~ ~ ,q 7~ ALSO CONSIDER AREA WELLS, WATE~MAIIN TO/SEPTIC TANK : SEEPAGE PIT DRAIN FIELD 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 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 REGULATIONS REGARDING INSTALLATION. LICENSED DESIGNER DIAGRAM O1'- ~Y~TE6~I I CERTIFY THAT I AM FAMILIAR WITH THE REQUIREMENTS OF GRE,~TER ANCHORAGE AREA BOROUGH ORDINANCE NO. 28-68 AND THAT 9'HE ABOVE DESCRIBED SYSTEM IS IN ACCORDA~j~TH SAID CODE. GREA :R ANC:HORAGE AREA BOF JGH DEPARTMENT OF ENVIRONMENTAL QUALITY 3350 "C" STREET ANCHORAGE, ALASKA 99503 TELEPHONE 274-456 ~ u~¢~r" ~5~5:~ APPLICATION AND PERMIT INSTALLATION OF: SEPTIC TANK TYPE AND SIZE OF FACILITY TO SE SERVED FINANCED THROUGH PERMIT NO.. TO BE INSTALLED BY SOIL TEST RESULTS NOTE~ THIS PERMIT 15 NOT VALID WITHOUT SOIL 'rEst COMPLETION DATE ANTICIPATED FINAL INSPECTION: 24 HOUR NOTICE REQUIRED. BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION BY THE DEPARTMENT OF ENVIRONME:NTAL QUALITY AUTHORITY WILL BE SUBJECT TO PROSECUTION, SEPTIC TANK SIZE TYPE SEEPAGE AREA SIZE TYPE MINIMUM DISTANCES, REQUIREMENTS FOUNDATION TO SEPTIC TANK FOUNDATION TO SEEPAGE PIT , DRAIN FIELD SEPTIC TANK TO SEEPAGE PIT WALl. SEPTIC TANK , SEEPAGE Pit TO.EAREST LOTL,NE. WELL. TO SEPTIC TANK WATER MAIN TO SEPTIC TANK DRAIN FIELD SEPTIC TANKi ., SEEPAGE Pit TO RIVEr, LAKe. STREAM. CAST IRON INtO AND OUT OF SEPTIC TANK AND INTO CRIB CROSSING GAP OF EXCAVATION 5 FEET INTO UNDISTURBED SOIL. 4 INOH DIAMETER CAST IRON SIPHON PIPES ON SEPTIC TANK AND SEEPAGE Pit FITTED WITH AIRTIGHT REMOVABLE CAPS. GRAVEL BACK~ILL CONFORM TO BOROUGH REGULATIONS REGARDING INSTALLATION. , DRAIN FIELD SEEPAGE PIT . ALSO CONSIDER AREA WELLS. , SEEPAGE PIT , DRAIN FIELD DIAGRAM OF SY.GTEM , CERTIFY THAT I AM FAMILIAR WITH THE REQUIREMENTS OF GREATER,ANCNORAOE AREA BOROUG.t~>~)RDINAI%CE__ NO. 28-08 AND THAT THE ABOVE .,, : ~ ( ...'. DESCRIBED SYSTEM IS IN ACCORDANCE WITH SAID CODE. _' ;_.~,'¢~ ~ ~ ~¢ ~ SIX INCH WATER WELL DRILLED AND CASED OUT TO THE DEPTH OF DRILLED AT THE RATE OF _ ¢&~00 PER FOOT. PROPERTY OWNER Beth Cumm2n feet. LOCATION OF WELL SITE Lt, 10 Blk, .J~ S~b: ~1~ DRILLER Bernie Claus of ~:l~pl~l~ ~)r;L~l:~_S Works WELL LOG: 0~----46' Sandy gravel with 30% clay. 46---114' Gravel a~d small boulders. 114--192' Sandy claye Several cobbles. 192--2t0' Sandy gravel showing some signs of water at 193 to 197. Very weak. 210--212' Water bearing gravel producing ? GP~with a 30 foot head of watere A~mp should be in~talled three feet elf cased bottome'211-cased bottom~ Total cost of drilling~ $3587.00 21~ feet., 180 feet of drilling Guarantee: $3060.00 COST INCLUDES ALL LABOR AND MATERIAL FOR COMPLETION OF SAID DRILLING. WRITE CHECK PAYABLE TO RAMPART DRILLING WORKS FOR THE SUM OF THANK YOU VERY MUCH, BERNIE CLAUS OF RAMPART DRILLING ~ORKS DATE Oct LX~t. 75 SERVICE CHARGEOF 1Y,% PER MONTH WILL BE ASSESSED ON PAST DUE ACCOUNTS, GRE . ANCHORAGE AREA BOR , Department of Environmental Quality 3330 C Street Anchorage, Alaska ggs03 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM SEPTIC TANK~ DISTANCE NUMBER OF FROM WELL '-¢- MANUFACTURER (¢~r~"t'-"CK- MATERIAL ~.-'LC ~ ¢¢/'" __COMPARTMENTS / INSIDE LENGTH T4~E .... INSIDE WIDTH LIQUID DEPTH LIQUID C APAC I TY_/CJ,CX3GAL LON S. DISTANCE FROM WELL NUMBER OE LINES __ ABSORPTION AREA DEPTH: TOP OF TILE TO FINISH GRADE TOTAL LENGTH / FOUNDATION ~-~' ._NEAREST LOT LINE ~'~OI OF LINES DISTANCE BETWEEN LINES ~' TRENCH WIDTH~:~_ IN. TOTAL EFFECTIVE cIO sQ. FT. LENGTH OF EACH LINE ~2';'~ //'2~/ DEPTH OF FILTER MATERIAL BENEATH TILE /~ ~ ~-~. ABOVE TILE IN. WELL: _i~/'~ F0 ,~' v~,' CI CONSTRUCTION TYPE BUILDING NEAREST NEAREST FOUNDATION____ LOT LINE ____ SEWER LINE _DEPTH . SEPTIC SEEPAGE TANK __ SYSTEM CESSPOOL OTHER SOURCES APPROVED DISAPPROVED REMARKS DISTANCE FROM: DISTANCES: INSTALLED BY: SEWER LINE DEPTH: .~-" PIPE MATERIAL: LOT S L~: REMARKS: "( ~ Form EQ-032 DIAGRAM OF SYSTEM DATE G.A.A.B. -/ --'- GREATER ANCHORAGE AREA BOROUGH DEPARTMENT OF ENVIRONMENTAL QUALITY PERMIT NO. 3330 ' IC" STREET ANCHORAGE, ALASKA 99503 TELEPHONE 274-4561 SEWAGE DISPOSAL SYSTEM -- APPLICATION AND PERMIT LEGAL DESCR,PT,ON '</ INSTALLATION OF: SEPTIC TANK ~ SEEPAGE PIT . DRAIN FIELD ., OTHER PINANCED THROUGH tO BE INSTALLED BY NOT~ THI~ P~IT IS ~OT VALID WITHOUT SOIL T~ 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 DISTANCE~, REQUIREMENTS FOUNDAT}ON TO SEPTIC TANK FOUNDATION TO SEEPAGE I~T SEPTIC TANK TO SEEPAG~WALL, WELL TO SEPTIC TANK WATER MAIN TO SEPTIC TANK . SEEPAGE AREA SIZE DRAIN FIELD S E EPAG E-P~T /~ ~/Y~/ ALSO CONSIDEr AREA WELLS· , SEEPAGE P/r- 2 SEPTIC TANK, __/ ~¢ / . SEEPAGE PI~F ///-~'~--2 ] , DRAIN FIELD /~"~ TO RIVER, LAKE. STREAM. 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. o R LICENSED DESIGNER DIAGRAM OF SYSTEM t CERTIFY THAT I AM FAMILIAR WITH THE REQUIREMENTS OF GREATER ANCHORAGE AREA BOROUGH ORDINANCE NO. 28-68 AND THAT THE ABOVE ~nchorage Alaska 99503 SOILS LOG - PEI~.OI,ATION TEST Performed for (:/(J,~.~:~>_.JT~ (-iu,,x~,,L ..... Legal Description: /mil/c~ '-~i~)-~/~.l_4_~ki]k_ _. This form reports: Soils log__~ Percolation tes~ Depth- Feet ll - 12- 13- 14- W'a'~' ground water encountered? I1 0 If yes, at what depth? Reading Date Gross Time Net Time Depth to Water Net Drop fe'rcol ation rate nn nute. .Proposed installa~io'n':''-~'e~'[-)-a-ue Pit Drain Field :)cpth of Inlet ............... · DeptS-~tbT~'6~-'~)it or trench COi.IMENTS: Performed r~v. ~-~ .. (2,~.,~,_~ Certified By. _ .............. ~ ............ EQ 04(I (6174) :~R,zA :R ?\NCHORAGE AREA BOF JQH ~ NO'TEZ. TIiIG F':~:RI~IT IS NOT VALID WlTHOLIT SOl,L, 'rEs"Ir soil TEST RESULTS .......... FINAL INSPECTION: 24 HOUR NOFIEE REQUIhfEI). F~AC~I(,.FILLING OF ANY SYSTEM WITHOIJT FINAL INSPECTION BY THE DEPARTMENT OF EHVII?ONIvlI~:NTAI~ QUAi. ITY ALITHORITY WILL BE SUI3JIZCT TO PROSECUTION. SEPTIC TANK SIZE ...... TYPE DIAGRAM OF .~Y[STE;M CONFORM TO BOROUGH RKG?~_A'rI~)N~ ¢/:GARDING ~NST/~L/.ATIO~I. DESCRIBED SYSTEM IS IN AC¢ANCE WITH SA]B CODE , DATE RECEIVED INSPECTION APPOINTMENTS MUNICIPALITY OF ANCHORAG~ DEPT. OF I:.;ALTFI &  DEPARTMENT OF HEALTH & ENVIRONMENTAL ~ROTE~NMEN~/',L ~2Z;TECTION 825 L Street - Anchorage, Alaska 99501 ,b N 0 1980 ENVIRONMENTAL SANITATION DIVISION ' '~ REQUEST FOR APPROVAL OF INDIVIDUAL WATER AND SEWER FACILITIES DIRECTIONS: Complete all parts on page 1. Incomplete requests will n~t be processed, Please allow ten (10) days for processing. ~ PROPerTY O~NER --~ , PHONE MAILING ADDRESS 3. [ENDINa IN~I~UTION ~ ' PHONE MAILING ADDRESS ' ' ' 4, R~ALTOR/AGENT MAILING ADDRESS LE AL.ESOR,P'r,oN STREET LOCATION 6. TYPE OF RESIDEN'C"E' ' [~ SINGLE FAMILY [] MULTIPLE FAMILY NUMBER OF,BEDROOMS [] One E] Four [~] Two [] Five E~ Three E] Six [] Other 7. WATER SUPPLY INDIVIDUAL* [] COMMUNITY [] PUBLIC UTILITY 8. SEWAGE DISPOSAL SY,.[TEM '~,. INDIVIDUAL/ON-SITE** [] PUBLIC UTILITY * ATTACH WELL LOG. A well Icg is required for all wells drilled since June 1975. For wells drille~prior to that dat~, give well depth (attach log if available.)~yl;,( ~.F?(/ ~ -/ '~ ) I Z~ YEAR ON-SITE SYSTEM WAS INSTALLED. NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED. THIS SIDE FOR OFFICIAL USE ONLY 1. TYPE OF RESIDENCE NUMBER OF BEDROOMS I~/SING LE FAMILY [] ONE [] THREE [] FIVE [] OTHER [] MULTIPLE FAMILY [] TWO [] FOUR [] SIX PERMIT NUMBER 2, WATER SUPPLY E~/ INDIVIDUAL DEPTH OF WELL [] COMMUNITY DATE DRILLED [] PUBLIC UTILITY Connection Verified LOG RECEIVED 3, SEWAGE DISPOSAL SYSTEM PERMIT NUMBER E~ I NDIVI DUAL/ON -SITE DATE INSTALLED E]PUBLIC UTILITY Connection Verified INSTALLER E~SepticTank or []Holding Tank Size: /'~)¢~ If Tank is homemade SOILS RATING give dimensions: TYPE OF TANK MANUFACTURER TOTAL ABSORPTION AREA MATERIAL 4. DISTANCES Septic/Holding Tank Absorption Area ISewer Line I Nearest Lot Line WELL TO: (.~ I Absorption Area to nearest Lot Line [] APPROVED FOR ~-~ BEDROOMS [~'"~'CONDITIONAL APPROVAL (letter must accompany certificate) [] DISAPPROVED DATE BY ,~ ,Ta~u,lary 14, 1.!)80 Joshua Lewis ar, d Victoria Becwar Star Route A 9ox Anchorage, Alaska 99507 Subject: I&}t 10 '.:~loc'k ! Knik ~nights Subdivision Approval for your ;h~lividual sewer and %¢ate;c facilities can not be granted until the following ite).~s have been The water ~n~alysis report be delivered to '!.'his office from Chore J'~a!~ 5633 l~ Street~ for our. .~review. The septic tank pumped with a receipt submitted (3) P~ ade'Juacy test bw' perfor~qed on the existing leaching area, ?his test will d_eter~nine if the ~ys'hem is a~!equate according to National Standards, A listing of private firms perfor'~liU,t the test If there are any {:'ur;~her qrtestions, ]?lea:3e contact this office at 264-,~.720. Sincerely, Associate Specialist RCP/tjw Alaska National ~ank of the ;.forth Pou. ch 7-.-010 99510 Mrs. Beth Cumming SRA Box 1591R Anchor~ge~ Alaska 99507 Tobben Spurldand P.E. 8155 Cranberry St. Anchorage, Alaska 99502 Phone (907) 243-5302 SEW~LR ADEQUACY TEST LOT 10~ BLOCK I, KNIK H~':IGI~S January 24, 1980 Residence: Water System: Sewer System: Tank Pumped Date of Test Test Procedure. 3 bedroom, in process of been finished On site well l~Ogal tank, Greer Absorption Trench Absorption ~rea Depth of roek Total depth of trench Jan. 23, 1980 Jan. 23, 1980 3x9x29 522 sq. ft. 9 ft. 13 fe~t. feet On inspection is was found that the 4" cla~nout by the tank, a~d the 6 inch sump both }tad been d~maged by s~ow removal equipment. These items should be repared. There was a four foot thick wa~/sludge mixture in the bottom of the 6 inch sump. No water i~ the cleanout. The trench was charged with 1500 gal of water at a rate of 40 gal/min. At the end of charging a water depth of 10 ft. 3 inches was measured. After 24 hours the water depth was 8 ft 4 inches. ercoZ.tion r te is: The required rate is 450 This system is adequate.