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HomeMy WebLinkAboutHUNTER HEIGHTS LT 3Onsite File Hunter Heights Lot 3 PID# 020-151-25 Formerly Hunter Heights Tr 1 09/24/2012 04:52 9072430742 i Vg? Mark 6egicn Mayo AWPS, INC. r y.tildr1 7 f'r'iC2� .^.4pur'firtier: Ors' 5C;'rsty bit:;Sior ":water . 'G9ra f^. °Gaut Street .79q. Pump Installation Log Well Drilling Permit Number: SIV__ Parcel Identification Number: Date of Issue: PAGE N1/01 gal Deseription H /14,±2 r F eAg415 'to f 3 Pump Installation Date: /z N Property Owner Name & /721/+ f.<, int r• Wei IA J.% e Pump Intake Depth Below Top of Well Casing: ';91/ feet Pump Manufacturer's Name: 1'1 , ,v1 Ot? i d Pump Mode): 2 3 0 5 ()V S L M Pamp Size l/z hp Pitless Adapter Burial Depth: ties feet II PitiessAdapter Manufacturer's Name: AAt'L u.es7" Pit4es5 Ade:nese lamssle� : E'ell Disinffec:ed Upon Completion.' lethodofDisinfection: CGy r,t4tc4.t Comments: Pump installer Name: W PS Attention: The pump installer shall provide a pimp allation log to the 08D within 30 days o4pl_ n,p installstio Municipality of Anchorage Page 1 DI 3 DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 4 Anchorage, Alaska 99519-6650 • Telephone: 343-4744 On -Site Wastewater Disposal System and/or Well Inspection Report Permit Number: SW 01S 6 3 l0 1 PID Number: _ O •z O ^ 151 —I (,p Name: D fav E D'Am Wastewater System: o New 1g,Upgrade Address: 1, 4), AG lI to ABSORPTION FIELD Phone: No. o18ed s %`J Deep Trench O Shallow Trench O Bed O Mound O Other LEGAL DESCRIPTION Soil Rating • GPD/Sq FI. Total Depth from original 91a: FT NI L� SubdivS : 9� Depth to pipe bottom from originkf grsdr �f Gravel depth beneath pipe ` U $ D Ft. `r FI. Township: Range: $action: Fill added above original grade: Gravel length: '*";L Ft. o 38 Ft WEL ❑ New O Upgrade Gravel width: 3 Number 1pI lines: Distance benne Ines Classification (Presale.• 1 total Depth: Cased TO: S Ft. Total absorption ares' 1 FI Pipe material: Ft. Dr111aI: ale Dnoed: Stake Water Levet: SG Ft installer. 1)37 _ o Date Installed: ^ OV -1 N t °' "� Q Yield: Pump Set at: irq He ghl Above Ground TANK GPM FI. Ft. SEPARATION DISTANCES VgSeptic 0Holding OS.T.E.P. To From Septic Abwarloo Lin HOldi69 NbilerPrivals Manufacturer: Capacity In gallons - Tank FBW Station Tank SatyrLiMs t tij Well Well' OQ'..t I �" 2S ` 47 T Material - ISTEeL Number of Compartments Watere 1i loo � 1101d -fl 1:`, \ ?;:t: LIFT STATION LotLine 1 IOD i t �� Size In gallons. Manure r „ Foundation 8/ �0 1c.,, 'Pump on" level at: . -Pumpotr lal: High water alarm at• at - ` i, CD �A h N •, .. pump Make S Model : Electrical Inspections perlormed.�•\ NGW elm i(t ,. Remarks: co BENCH MARK COHeaVf T4 SGP%rc TANK ttiT Location and Description: ` ! (,.4_5 A UI IAi SLA aC Assumed Elevation- 0o Ft EN _41644r11 yr • v � "•�'95���tl�, L' r o S Inspections perfornyj ne2c`� Dates: is 17034 Eaplb Rlvw loop Road, No. 20 2nd 1101910,1) v' r 110:E27 G COWANc� It like S iv�r las77 bepartmehtZffirank�eal�1 an�Human Services approval f. r.;."% C'c-SEQI Reviewed and approved by: Dale:777 .7 -013 in". (nes. 9191) MOA 25 PERMIT NO. SW050361 PAGE 2 of 3 Municialit of Anchora e DEVELOPMENTp SERVICES DEPARTMENT 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 TRACT 1. HUNTER HEIGHTS S/D P.I.D. No. 020-151-16 I 1 I 1 1 I 1 F.fj Ii1 s� W 1 yC 1 E I W 1 L) F� � 1�1 I FLOW SPUTTER (FS) z i I EXISTING CRIB 0 1 1 NEW 500 \ CT1 NSW GALLON SEPTIC LEACHFIELD oWi 1� i TANK (INSULATED) \ y Y\ 01 TH CONCRETESEPTIC 'J 1 1 \\`o SJ�4'EXISTIN 1000C TANK Di�O� 1 I (VERIFIED 10/01/05 'a ` \v ei� 1\ v 5 1 ENCIN&Ut 1 \ 9m \ N ;j t: M ........ f'n A�tQ� ROBERT C. COWAN 1 SCALE 1' 40' \1 PERMIT NO. SW050361 PACE a OF 3 Municipality of Anchora e DEVELOPMENT' SERVICES DEPARTMENT 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 TRACT 1, HUNTER HEIGHTS S/D P.I.D. NO. 020-151-16 FINAL GRADE 103.3' ST3 INSULATION NEW 99.8' 500 GALLON SEPTIC 99.6' TANK F 6 ' T 69.0' DBLI 35.0' 70.0' DBL2 36.0' 70,5' FS 64,0' 49.0' COI 52.0' 3.0' COI MT1 86.0' 45.5' CO2 MTI COl = 103.8' 602 86.0 46.0 CO2 = 102.5' OLD MT 63.0 63.0 FINAL GRADE DBL3 2" INSULATION DBL4 ST3 1 55.5 57.5 COI = 99.0' SR CO2 = 99.0' MTl = 93.9' • NO WATER FOUND .i 87.9' B.O.H. F S• ROBERT C. COWAN W� + c • c� ea9 � ~ r Sf+4L . M.f.i It',i11.11��,�A`+~w MUNICIPALITY OF ANCHORAGE �\�,k66 Development Services Department \ V" On -Site Water & Wastewater Program 4700 South Bragaw Street 101' P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT Upgrade Date Issued: Sep 21, 2005 Expiration Date: Sep 21, 2006 Permit Number: SWO50361 Parcel ID: 020-151-16 Legal Description: HUNTER HEIGHTS TR 1 Design Engineer: 0003 S & S Engineering Site Address: Owner Name: DAVE D'AMATO Lot Size: 189921 SQ. FT. Owner Address: 17211 KING'S WAY DR Total Bedrooms: 4 Permit Bedrooms: 4 ANCHORAGE. AK 99516-6930 This permit is for the construction of: Q 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 catling (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: Date: Issued B(_I Date: z 0 Municipality of Anchorage Development Services Department Building Safety Division ' On -Site Water and Wastewater Program 4700 Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907)343-7904 L f� ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. O ZO — 1 57 1— I t o _Permit Number SW �1JGCJQ a W\ 'D Day phone 5 3 z Property owner(s) n n Mailing address -1 Z t ,1—Aa�'S (.)aW n OYchMq? . �Qip Code "1 q 5 � lv Site address _1 1 7-t IGt Aa c � 1 A) a v Q _Zip Code 9 6) 37( L9 V" _� O / U Legal description (Lot, Block & Sub'd.) I ►rot Z-1 � ' I t04,- Legal description (Section, Township & Range) Lot Size 18q, V] Act Sq.Ft. THIS APPLICATION IS FOR: Sewer Only Sewer and Well Sewer Upgrade THIS PROPERTY CONTAINS: Hot Tub Swimming Pool Therapy Pool 1 certify that the above i Single Family Dwelling Number of Bedrooms q ❑ Well Only ❑ ❑ Water Storage ❑ to ❑ Jacuzzi ❑ ❑ Water Softening Unit ❑ ❑ do )s co ect. I further certify that this application is being made for a in accord ce with applicable Municipal Codes. 1�- (Signature of propert��or au horized agent) Permit/Rush Fees: Date of Payment: Date of Payment: Receipt Number: 7g0101 Ei— Receipt Number: (Rev. 09104) To: Municipality of Anchorage On -Site Services From: David D'Amato 17211 Kingsway Anchorage, AK 99516 Re: 17211 Kingsway Anchorage To whom it may concern, I have experience in installation and construction of septic systems and septic fields; I am also a qualified and competent heavy equipment operator. I intend to install the septic system upgrade according to S+S engineering's design and build criteria, on this particular lot. Sincerely, David D'Amato — M t n I �C 12v- I(,Z) tf (LI t.( (i�w.0 it Pie DSD—ls�-16 �.� v9e,adL-c S L� IE&TNNITHMTY September 19, 2005 ROBERT C. COWAN, P.E. ROBERT A. SHAFER, P.E. CML ENGINEERS (907)694-2979 FAX (907) 694-1211 mow+ MUNICIPALITY OF ANCHORAGE Development Services Department P.O. Box 196650 Anchorage, AK 99519 SEWER6WATER WVNE(TENSIONS REFERENCE: Tract 1, Hunter Heights Subdivision SEWERA WATER INSPECTION It is requested that you issue a permit to install a septic system to upgrade the existing two bedroom dwelling on the referenced property to four bedrooms. ENGI EERINGSTIAES A test hole was excavated and a percolation test performed. The approximate location of ANOREPOWS the test hole is located on the attached site plan. At the time of excavation 5/31/05, water was not found. After monitoring, ground water was not found. WELLTNSPECTM We do not anticipate any adverse effects on neighboring wells, septic systems, reserve MOWTEST areas or drainage patterns by the installation of the proposed septic system. The construction of this system will not prevent any future development on any of the adjacent properties. SITE PLIM If you require additional information, please contact us. Sincerely, Tq/�DOESN;H SOILTEST .1 0 . Cowan. P.E. r Enclosure PERCOlAnCH TEST STMXTLOV .I ►ECl4NION- INSPECTIONS DN SITE WASTEWATER DISPOS&SYSTEU OF910N 1 MU NORTH EAGLE RIVER LOOP • SURE 204 - EAGLE RIVER ALASKA 99577 TRACT 1, IiUNTER IIEIGHTS S D Ms'��. •yam `, •Y '. JMvm R*: :.LGKEO R.: DATE: S LEE: s Y j,• .. \_• -: B.J.J. R.C.C. 9-19-05 2 OF 2 ngtnrering DESIGN CRITERIA: ..,K< .. �4 BDRM = 600 GPD SOILS = 0.8 GPD/SO.FT. �?. A. li . 600/0.8 = 750 SQ.FT. REO'D.. 17034 EAGLE RIVER LOOP ROAD EAGLE RIVER, ALASKA 99377 PHONE! (907)691-2979 7/ W ' FAY/ (907)694-1111 2 BEDROOM ADDITION' DRAINFIELD CRITERIA:, WW Z 9.0' DEEP 1 'Q/L p a 5.0 EFFECTIVE t�� wW (L 3.0' WIDE I 9 38' LONG 1 PROPOSED TRENCH ALT. I SITE CRITERIA: EXISTING CRIB Ed 9.0' DEEP I FLOW \ 9.0' EFFECTIVE SPLITTER CO 3.0' WIDEI DOUBLE T MT 42r LONG \I O� CLEANOUT 10' MIN PROPOSED \ STH / /,4v10' MIN. \-\ SEPTIC500 ATANK \ MT H I \ �O� JfiFF EXISTING 1000 GALLON P �O� N V) \`' CONCRETE SEPTIC TANK \ 10' MIN. � O � v JQ �� 0F. I Pring ALL PORTIONS OF SYSTEM WITH LMS THAN 35' OP COVER REQUIRE INSULATION. TRACT 1, HUNTER HEIGHTS S D Lv: .;aLCKLD 6•: A,E: B.J.J. R.C.C. I 9-19-05 DESIGN CRITERIA: 4 6DRM = 600 GPD SOILS = 0.8 GPD/SO.FT. 600/0.8 = 750 SOFT. REO'D. i' l II II I I ADDITION I I I I I I oti o� �h PROPOSED EXISTING CONCRETE J0tVroa zo� 1 OF 2 CONTRACTOR IS REQUIRED TO OBTAIN UTILITY LOCATES PRIOR TO ANY EXCAVATION WORK. ;i G.j. T. `r r ti � a,•54t,iL. r 0i7Fp`A•,,.5 yam; 4 AT sur. o+.somas ..o trscN Wa CFS ssw. ro WtC, YR CO.VIM 17004 EAGLE RIVER LOOP ROAD EAGLE RIVER, ALASKA 99577 PHONE/ (907)694-2979 FAX/ (907)694-1211 2 BEDR00 DRAINFIEL DEEP g9.0' 5.0' EFFECTIVE n 3.0' WIDE w 38' LONG V) ALT. SITE 9.0' DEEP 9.0' EFFECTIVE 3.0' WIDE 42' LONG Z 0 VI W ALL PORTIONS OF SYSTEM WITH LMS THAN 35' OP COVER REQUIRE INSULATION. TRACT 1, HUNTER HEIGHTS S D Lv: .;aLCKLD 6•: A,E: B.J.J. R.C.C. I 9-19-05 DESIGN CRITERIA: 4 6DRM = 600 GPD SOILS = 0.8 GPD/SO.FT. 600/0.8 = 750 SOFT. REO'D. i' l II II I I ADDITION I I I I I I oti o� �h PROPOSED EXISTING CONCRETE J0tVroa zo� 1 OF 2 CONTRACTOR IS REQUIRED TO OBTAIN UTILITY LOCATES PRIOR TO ANY EXCAVATION WORK. ;i G.j. T. `r r ti � a,•54t,iL. r 0i7Fp`A•,,.5 yam; 4 AT sur. o+.somas ..o trscN Wa CFS ssw. ro WtC, YR CO.VIM Municipality of Anchorage Development Services Department Building Safety Division ""• yam, On-SReWater and Wastewater Program 4700 South Bragaw St. 9 ROBERT C. COWAN ••i P.O. Boz 196650 Anchorage, AK 99519-6650 CE - 8801 www cl. anchorage .sk.us �J••`„• �;' (907) 343-7904 it �0'ir••••..... ..........•`a.N .....:. Soils Log -Percolation Test Performed For: 1%fjV C 0 "q voAT O Date Performed: sj /3 / zO S Legal Description: TR A C -T ) HO /4 T [ R #7--S Township, Range, Section: Slope Site Plan 13- 1 COMMENTS O RGA,.+) r— S �m SIL% j SANd & GRAvt L WAS GROUND WATER ENCOUNTERED? Date Gross Time S s1LT#Sj) IF YES, AT WHAT DEPTH? to Depth to Water After a-a'rA"f— MonItoring7 G P NONQ E Date: 6 1710S - Reading Date Gross Time Net Time Depth to Water Net Drop pR�JgAK ��7IDS' O — -7 s�gu 3 0 30 rr,v j ,y8 ,. 3 K; . 30 _ '7 yl ' 60 30 1o'y,., 3 „ 60 — 7'4" '10 30 o 'i " 3 PERCOLATION RATE / V (rmWe~t PERC HOLE DIAMETER (� TEST RUN BETWEEN ;A Y,;- FT AND 3'11 FT PERFORMED BYS S S ENGINEERING ) 1,�'f (� Z—je r� CERTIFY THAT THIS TEST,WAS PERFORMED IN / ICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 6 / 7 /0� Eagle River, Alaska 995 Municipality of Anchorage Department of Health and Human Services 825 U' Street Rick Mystrom, P.O. Box 196650 Anchorage, Alaska 99519-6650 Mayor 343-4744 November 15, 1994 Mr. Jerry Hunter w— � 16 6 17211 Kingsway Drive Anchorage, AK 99516 Subject: Tract 1, Hunter Heights Permit#SW930287, Parcel ID #020-151-16 Dear Mr. Hunter: The subject pertnit, issued August 11, 1993 by this office for a single family well and/or on-site wastewater system, has expired as of August 11, 1994. A new permit must be obtained from this office for a well and/or on-site wastewater system NOT installed by the expiration date. If you have drilled the well, a well log must be sent to this office for documentation of the installation and to close the pert -nit. If the on-site wastewater system has been completed and a licensed Professional Engineer has inspected the installation of the on-site wastewater system, the original as -built inspection report must be sent to this office for review, approval and documentation. All inspection reports must be submitted within 30 days of construction completion. When applying for a new permit, the fees are: $320.00 for an on-site wastewater permit; $120.00 for a well permit and $440.00 for a combined on-site wastewater and well pernit. If you have any questions, please call this office at 343-4744. Sincerely, �/� otud James Cross, P.E. Program Manager On -Site Services JC/kb Date Drilled: 6-2-94 WELL LOG Static Water Level 18 feet Draw Down N/A feet Type Material Drilled: 0 feet _ 65ft. Clay 10 ft. to 70 ft, Rock w/ little wade. -- 15 ft. to 83 ft. Clay & Rock 42 ft. to 10 ft Clay & Rock to 15 ft. Wet rock -& to 42 ft. Clay & Rock JOrry Hunter Bear Valley Gallons Per Minute 5 Total Feet of Casing 120 to 45 ft. Clay & Rock w/little water 45 ft. to 65ft. Clay 65f t. to 70 ft, Rock w/ little wade. -- 70 ft. - to 83 ft. Clay & Rock �83 ft. to 9_0_ ft. Rock w/ water_��-- 90 ft. to 120 ft. Clay w/little rock & H2O HEFTY DRILLING 3540 AKULA DRIVE ANCHORAGE, AK 99516 (907) 345-0593 MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND HUMAN SERVICES P.O. BOX 196650, 825 "L" STREET, ROOM 502 ANCHORAGE, ALASKA 99519-6650 ON-SITE WELL SYSTEM (UPGRADE) PERMIT PERMIT NUMBER:SW930287 DESIGN ENGINEER:DUMMY COMPANY OWNER NAME:HUNTER JERRY E & OWNER ADDRESS:17211 KINGSWAY DR. ANCHORAGE, AIC 99516 PARCEL ID:02015116 LEGAL DESCRIPTION: HUNTER HEIGHTS TR 1 I LOT SIZE: 189921 (SQ. FT.) NUMBER OF BEDROOMS: 3 THIS PERMIT: 3 THIS PERMIT IS FOR THE CONTRUCTION OF: WELL SYSTEM ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH: PAGE 1 OF 1 DATE ISSUED: 8/11/93 EXPIRATION DATE: 8/11/94 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 343-4329 OR 343-4681 AFTER BUSINESS HOURS 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: RECEIVED B ISSUED BY: Y: 4&Ao��DATE' " r�✓ DATE: A / N rl 30 tJ O R oA D r() ----,- -5 8CY ° 55 w 3s� 53 3' SEC , I-*AQG C5MNT -T AG,- I y, 3.51a Aco "p0501) W L'11 L0Ct'01`1 peel —9 \\ 105, 43'2.0' L 4,-01Z'40" E 37.8 �I\ \,a \\ T, '�r:f .�� I1 \ s'-'- �: 7'Kf3 /S IYA. o��Iu.r,-•,�,'`A'el;.. e G / 5 r E l2 �TH,4'i �.n,, 0" MAIn/ESMTLUNGe�2 �CrrTS T Ufa e ((l�11ra� Y'';� P annape�rcsoane yla.na a iii � '3' U�\ \t ♦ X2 . � LL4.Qt •�sf n s a9Jr a e�fr.✓��• \ 4 09 „x; Gorold V. R(1111!01 r.."'r 1 � \ t , NO. 4053-S \\ Qom.. �� �Q��Ffl'•,a ,d''•.Ji1'� asc rn, — \ cRC 0 0- a� 0 r i OAL DE SCIt IPTION: ABUILT OF, TKACT i Uhl `1"C R 1-I C I BHT S S V 6.D. Lr 111NE(-IK-r' r, 3/27_ X87 tNDD llrII/i57 P 7 1 L r5M7'S -- SUnVEY CEnTIPICATION: I harohy certify filet I havo surveyed the Property drown and do thereon Oro within the property lines end nu scrlbod 1'0100- and that the Improvomonts shuatod ` encroachrnantr exist other then noted. i � 0. L PLEASE NOTE: It Ir the contract LEGEND: SFT ER[i ' f3URV6YC)REi -or'oof responsibilitychuck illtintoreletlon t FOUNO IIED p4 WIN. By! 1\ICilf\I l3RFJ • RI.AfVN usponsi to [IUD &TACK p G'� fl3 10 WEST BENSON BLVD,6291 finish grads and building rot• backs In. rolodon to lot Ilne$ MONUMENT AL -CAP tuneKID. 99503 692 end aasemenu, PK NAIL X NCI1011AGE, ALASKA mvN rlr•�: i OAL DE SCIt IPTION: ABUILT OF, TKACT i Uhl `1"C R 1-I C I BHT S S V 6.D. C'P'"4TER ANCHORAGE AREA BOROI'M HEALTH DEPARTMENT NO 809 327 EAGLE ST. ANCHORAGE, ALASKA 99501 279-2511 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM /, �l/ r MAILING1 -, c Y NAMEyy ADDRESS 'G-/� ' ' P TI (/ GZ �" i f j�—_� a // H,ONE— LEGAL �1 42 LOCATION___ DESCRIPTION SEPTIC TANK: �� (�t'_L ifYc_� �_rl"�l.✓ /l�( l——/l_.0 =/L -i_ NUMBER OF DISTANCE FROM WELL � �_ � ,�� MATERIAL "�' —COMPARTMENTS — C/ l 7 ! if �� LIQUID LIQUID CAPACITY �< [ (/ GALLONS. INSIDE LENGTH r' / �� / INSIDE WIDTH DEPTH_ SEEPAGE SYSTEM: SEEPAGE PIT TILE DRAIN FIELD: � TOTAL LENGTH DISTANCE FROM WEtL,, FOUNDATION �A NEAREST LOT LINE _- - -"-; QLE INES NUMBER OF LINES DISTANCE BETWEEN LINES TRENCH WIDTH IN. TOT-ALE-FFECTIVE ABSORPTION AREA SQ. FT. LENGTH OF EACH LINE DEPTH: TOP OF TILE TO FINISH GRADE DEPTH OF FILTER MATERIAL BENEATH TILE IN. ABOVE TILE WELL: rx/ DISTANCE FROM WATER TYPE` •t'SEPTH BUILDING FOUNDATION. SAMPLE NEAREST NEAREST SEPTIC ,..•I SEEPAGEOTHER ``` LOT LINE SEWER LINE TANK SYSTEM � CESSPOOL , SOURCES— DIAGRAM OF SYSTEM DISTANCES: l NUMBER OF PITS / OUTSIDE DIAMETER OR WIDTH , LENGTH , DEPTH, LINING MATERIAL I' _. DISTANCE FROM WEILe>ij<- � � C ,BUILDING FOUNDATION__, ' NEAREST LOT LINE TOTAL TOTAL EFFECTIVE ABSORPTION AREA (WAIL AREA) `' / SQ. FT. TILE DRAIN FIELD: � TOTAL LENGTH DISTANCE FROM WEtL,, FOUNDATION �A NEAREST LOT LINE _- - -"-; QLE INES NUMBER OF LINES DISTANCE BETWEEN LINES TRENCH WIDTH IN. TOT-ALE-FFECTIVE ABSORPTION AREA SQ. FT. LENGTH OF EACH LINE DEPTH: TOP OF TILE TO FINISH GRADE DEPTH OF FILTER MATERIAL BENEATH TILE IN. ABOVE TILE WELL: rx/ DISTANCE FROM WATER TYPE` •t'SEPTH BUILDING FOUNDATION. SAMPLE NEAREST NEAREST SEPTIC ,..•I SEEPAGEOTHER ``` LOT LINE SEWER LINE TANK SYSTEM � CESSPOOL , SOURCES— DIAGRAM OF SYSTEM DISTANCES: l GREATER ANCHORAGE AREA BOROUGH DEPARTMENT OF ENVIRONMENTAL QUALITY PERMIT NO. 3500 TUDOR ROAD POUCH 6-650 ANCHORAGE, ALASKA 99502 TELEPHONE 279-8686 SEWAGE DISPOSAL SYSTEM - APPLICATION AND PERMIT 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 TYPE MINIMUM DISTANCES, REQUIREMENTS ! FOUNDATION TO SEPTIC TANK 5 FOUNDATION TO SEEPAGE PIT ���) DRAIN FIELD a- / SEEPAGE AREA SIZE SEPTIC TANK TO SEEPAGE PIT WALL SEPTIC TANK 5- SEEPAGE PIT t )o DRAIN FIELD TO NEAREST LOT LINE. q WELL TO SEPTIC TANKLl SEEPAGE PIT DRAIN FIELD ALSO CONSIDER AREA WELLS. WATER MAIN TO SEPTIC TANK DRAIN FIELD SEEPAGE PIT SEPTIC TANK, , SEEPAGE PIT o� DRAIN FIELD 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 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. HEALTH AUTHORITY OR LICENSED DESIGNER TYPE , DIAGRAM OF SYSTEM I CERTIFY THAT I AM FAMILIAR WITH THE REQUIREMENTS OF GREATER ANCHORAGE AREA BOROUGH ORDINANCE NO. 28.68 AND THAT THE ABOVE DESCRIBE SYSTEM IS IN ACCORDANCE WITH SAID CODE, DATE �f Y47 �` APPLICANT'S SIGNATURE �i �X/, �I �yLT "t4✓.1-. a!Y�/d i'i,b+-�, All ��;.�I,! 4'✓L"u£•�j ! L�S 1� NAME OF APPLICANT-��liYl,✓LY4`7vt� MAILING ADDRESS - / PHONE �4"• INSTALLATION LOCATION /51/o"o/ I''�`� T "�/� ""'�L'`G +` 60 LEGAL DESCRIPTION INSTALLATION OF: SEPTIC TANK SEEPAGE PIT __ DRAIN FIELD OTHER , / TYPE AND SIZE OF FACILITY TO BE SERVED J f: v/ FINANCED THROUGH _�_r TO BE INSTALLED BY ( SOIL TEST RESULTS'L Gbt NOTE: THIS PERMIT IS NOT VALID WITHOUT SOIL TEST COMPLETION DATE ANTICIPATED 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 TYPE MINIMUM DISTANCES, REQUIREMENTS ! FOUNDATION TO SEPTIC TANK 5 FOUNDATION TO SEEPAGE PIT ���) DRAIN FIELD a- / SEEPAGE AREA SIZE SEPTIC TANK TO SEEPAGE PIT WALL SEPTIC TANK 5- SEEPAGE PIT t )o DRAIN FIELD TO NEAREST LOT LINE. q WELL TO SEPTIC TANKLl SEEPAGE PIT DRAIN FIELD ALSO CONSIDER AREA WELLS. WATER MAIN TO SEPTIC TANK DRAIN FIELD SEEPAGE PIT SEPTIC TANK, , SEEPAGE PIT o� DRAIN FIELD 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 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. HEALTH AUTHORITY OR LICENSED DESIGNER TYPE , DIAGRAM OF SYSTEM I CERTIFY THAT I AM FAMILIAR WITH THE REQUIREMENTS OF GREATER ANCHORAGE AREA BOROUGH ORDINANCE NO. 28.68 AND THAT THE ABOVE DESCRIBE SYSTEM IS IN ACCORDANCE WITH SAID CODE, DATE �f Y47 �` APPLICANT'S SIGNATURE �i �X/, �I �yLT ,REATER ANCHORAGE AREA BOROUGH HEALTH DEPARTMENT 327 EAGLE STREET ANCHORAGE, ALASKA 99501 CASE N 1f ave.; Performed For u, '�cveQc+ :m w{.G,, Date Performed Legal Description: Lot } Blo-cw Sub ivasionc. \V This Form Reports a: =oils anon rest 1 Depth Feet Soil Characteristics Location Sketch O/, Sa�A� j�l C:r aver 6%P1 1' •do F�RA k si �c w/ y nn _. 4 �% �:.-�.+�,ell,� S;li 10�,., Sc,,,,,1�. G•weA1. I Was Ground Water Encountered? ,J If Yes, At.What Depth ,P I Reading ! DateGross Time Net Time Depth To H2O Net Drop Proposed Instal lat'4 o'n¢ eepage Pit Depth Of Inlet ,N—= � Drain Field Test Performed BS,, Dates Data Certified By: �LC.F l • I 1 i o7e,.u: 7 tiraut% /ow///a.► 7�o sub /Q' Cif LIlGN a a r6 Ve �U./' •, '�"�(i�.r .f/1r7 , • �A' /7r y� X �I.�.cQ 1 �O blame% Ca/ort..oyr, 5ti.«6� J '• , , d-lH0 Ur! � p� lud.,fpJz .G.PP_�oCt-t�f_ OA �w-CP Was Ground Water Encountered? ,J If Yes, At.What Depth ,P I Reading ! DateGross Time Net Time Depth To H2O Net Drop Proposed Instal lat'4 o'n¢ eepage Pit Depth Of Inlet ,N—= � Drain Field Test Performed BS,, Dates Data Certified By: �LC.F l • I 1 i Time Time ie — Date Date Date J Inspector Inspector Inspector Comments Conditional Approval Date Sewer Installed Permit No. Septic Tank Size Holding Tank Size Soils Rating Well To Absorption Area Well Log Received Well to Tank AQP—P'LICANT FILLS OUT LOWER HALF ONLY -r Property Owner - r //J%�' r -._ __ Phone //�� / Mailing Address t�/7//`� /� �Y /C6' C �- _ Buyer d 1 c - . Address ---- Lending Institution Phone Address 0� �{� ✓1_U P 7v l t Realty Co. & Agent Phone Address Legal Description rJ� r�7-[7I Street Location � / Typeyfaf Residence /[Single Family ❑ Multiple Family No. of Bedrooms _❑ Other _ Watee{{,,Supply 1CTlndlvidual r1 �� ATTACH WELL LOG. A well log is required for all wells drilled since June ❑ Community e c�-c-�C:A 75. For wells drilled prior to that date, give well depth (attach log if ❑ Public Utiles a lable. Se Disposal Disposal c.Y /C]�Individual VV - �- YeYr Individual Installed: _ Cl Public Utility 0Holding Tank tility: _❑ When Connected to Public Utility:-- NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED.