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HomeMy WebLinkAboutTIMBERLUX #2 BLK H LT 1TI*mberlux #2 Block H Lot 1 #018-271-54 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 Page 1 of 4 Www.ci.anchorage.ak.us (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Permit Number: SW080119 PID Number: 018.271.54 —_ --- — ;meIllip YoungWastewater System: ❑ New ® Upgrade _Z70-Manylell Ave. ABSORPTION FIELD Phone NumEer W BWrocme D Do" Trrrcn ® ShMlow Trench D Bee D Mo D ovw: LEGAL DESCRIPTION Soe Rs°"9 TPUI Depn ft= rpnei arW Bbck ld 6u0aMsron H 1 5 GPDT? Depen to PPe Ixnt m ft. "a" proms 4 Ft. GrevN eepm M iittn pipe Timbedux Add # 2 3.5 Ft. 5 Tomm�ip Ran(p 8eawn: Fn s w F G."I !rpm 0 Ft. 30 Ft. Well: ❑ NewGreM ❑ Upgrade w+eRI NumOsr of Mss Dnlsnp e.t.asn enee GUue¢etron (Prints A B. C) Taw Dwm: Cosa to: Existing private 5 Ft. TOW Wsorp°onru 1 Ft Pipe Metnw Ft. Ft Dr.IMr 150 Ft' 1114" HDPE Dns Dnllse SUM WSW LMI' Ii,imow Dae Inswiw pt _Ft. A + Home Services 8/712008 Yrow Pump Sn n Cnup Mpnt IUwe Grouts C' Ft TANK SEPARATION DISTANCES ❑ Septic ❑ Holding ® S T.E.P. ® Other: Advantex To Septic Absorption Lift Holding umkYPnvate Menutequrr. cw tr Prom Tank Field Station Tank Se"rUna Anchorage Tank/Orenco 1500 GM. WNI 107' 113' 119' ... 91.01 Mnerrol Steel Numo.r of Cc._n is 2 sur,W.wn.r 100+ 100+ 100+ — 77 LIFT STATION 16.1' 10.2' 17.2' — 250 n Fwi." cw Orenco Fgrnenpn 16.3' 73' ... -Pump on't.,n n '�mPW Nvel et 111,h"walarmel E24' 40 h 36 ti 45 in. C~CDram 50+ 50+ ... Pump Meke a Moes! El I" Int, r , perlOrmy .y P2005.1 MOA BS RemerlU BENCH MARK toPnan.ne Dsecrpign. , Garage Slab mw Uveuon. 100.0 Ft t�7! Inspections performed by: PANNONE ENG. SVC, LLC Dates: tM 81712008 Engineer's Stamp 4F e/•- 2nd 8118/2008 �.•��� .q� Development Services Department Approval : �,,• ♦0 Conditional Approval:` Date: • ♦ :Steven R. Po on i ♦1� Reviewed and approved by:/ Date: O -O No CE 819p •� ♦++!,S�`�':� Dte.-.owe, , .... _�y, TELL AVE 4f TANK WING TIES' CO A B FC 7.5 12.2 T1 17.2 28.3 LS1 24.4 I -- LS2 27.1 38.6 I '1 •I EXISTING 3 I-rrt—""--- Lim j BR �O,,USE' I I SHOULD OF S1 /FILL SLOPE � 1. I P / 40%1 I A C\ I I I I I I I I EXISTING BED IN FAILRE, 74.2 ABAND NED IN PLACE ABANDON EXIST'G TANK 119 PER CO )E INSTAL 1500"G -S P TANK W ADVANT LS AX20 P D & AU ,.t1•. UMP''-., VAULT 16.1 I / 7� I I � F`�L�LPP�TO 25�.-.- I 3 I QK SETBAI /f EXIST'G WELL I IT I f 4OCATION VERIFIEDI I C17 I f BY SWING TIES I C I 1 I f 1 I 112. 150:g 1 i I Tl -ll D I f PROP�SED UPGRADE: 1 0.1/' r •, f 30LFX 5'W X , I. OWED, 5' TD I 5% i \ •0 I � h --------_ .,___ , I �, . 1 • 111 0 I '-......... -- \w�• 10'Ut7Esmt 25 _ r` 1161�(1 - 10:d -------- W— — 12.2 I . Z t [ r1 M— —""'gym I ABSORPTION IFIELD.SWWG TIES tm— \41 s C D 74.4 74.2 I 104.7 105 119 120.5 M O 0 41 I I PANNONE ENG SVC, LLC ��Date P.O. BOX 102954 ANCHORAGE, AK 99510 (EOFAt,4`k) 10/31/08 7!q PHONE (907) 272-8218 FAX (907) 272-8211S'�stole i*:49n1 *� 1•_50, •"' "• P•I.D. NO Timberlux #2, Block H, L 1 _271-5Phillip N & Robin Young 1 Leven onno?t' / PERMIT NO. s� . CE 81494940 Manytell Drive <f c SWO80119 Anchoroge, AK 99507 ��Is'fA� ••...•p` sheet ��\�`��� 2 of 4 CIN3 HOV3 iv 39% 8011NOV4 0 > .9. 0 0 U l0 '0 z C) U 0 > 'D V) 0 C I C LU Lj LZ in'a U) co to 0 < 0 00 0 LU C C c"I GN3 HOV3 iv -j 0- 3en1 8011NOV4 LL LOO co1W .1 0 0 o Z 0-, (L on 0 m cli 11nVA dvind xnv 0 31OHNVV4 LO inO NV310 0 GOd OZXV 0 Z U-) < (7) 1n0 LJ NV310 wI.- of Z Ln Z12V NOTES: PAMONE ENG SVC, LLC Date D NOTES: OT RECORD ;5ZIp- OF ate RECORD DRAWING P.O. BOX 102954 ANCHORAGE, AK 9951 kilt 09/12/08 wor S o;-% . PHONE (907) 272-8218 FAX (907) 272-8211 0. Scale *:'49 L)-j NTS P.I.D. NO Timberlux #2, Block H, L 1 18-271-5 P Phillip N & Robin Young t`,'e*ven A. *Pa'n*n*o*r;'e- PERMIT NO. 440 Monytell Drive CE 8149 S 0801 9 Sw080I 19 ILS DETAILS Anchorage, AK 99507 40% ......... Sheet 3 0 OF 4 SPECIAL PROVISIONS TO SPECIFICATIONS 1. ALL CONSTRUCTION SHALL BE INSTALLED AS SPECIFIED IN THE MOST CURRENT EDITION OF THE MUNICIPALITY OF ANCHORAGE STANDARD SPECIFICATIONS (MASS) FOR COMPONENT PARTS AND MATERIALS USED IN CONSTRUCTION OF ON-SITE WASTEWATER DISPOSAL SYSTEMS. 2. ALL WORK SHALL BE IN ACCORDANCE WITH THE ATTACHED SPECIFICATIONS. 3. SCOPE OF WORK: 3 -BEDROOM HOUSE UPGRADE, NEW 15009 STEP TANK, ADVANTEX AX20 POD, NEW DRAINFIELD, ABANDON EXISTING TANK PER CODE, RE -USE EXIST'D BED AS RESERVE. 4. GROUNDWATER IS NOT EXPECTED TO BE ENCOUNTERED DURING EXCAVATION, AS EVIDENCED BY THE SOIL TEST HOLE INFORMATION ABOVE 15 FT. IF AN APPARENT WATER TABLE IS OBSERVED IN ANY OF THE EXCAVATIONS LESS THAN 8 FEET BELOW EXISTING GRADE, NOTIFY THE ENGINEER IMMEDIATELY. 5. EXISTING TANK SHALL BE ABANDONED IN ACCORDANCE WITH THE CODE BY PUMPING, CRUSHING, AND FILLING WITH COMPACTED CLEAN EARTH MATERIAL. 4• SLIDE SEi OF 6" OVER THIS CONNEI TO PROVIDE SHEER PROTECTION - EXTEND TO BRIDGE EXCAVATION XRIARr PUTA BASII PASSIVE AIR ADVANTEX SYSTEM FOR UPGRADE FIELD DESIGN PARAMETERS ABBREVIATIONS LEGEND UPGRADE SEPTIC SYSTEM CU COPPER NO. BEDROOM: 3( 450 _w—"— WATER LINE/ TANK SIZE: 1.500gallon STEP DIP DUCTILE IRON PIPE WELL RADIUS PERC. RATE: 6-15 MPI TH TEST HOLE F SOIL RATING: 5 gpd/SF C FOUNDATION CLEAN OUT _ BB _ BB _ EXIST'G SEPTIC AREA ROD: 90 SF T# TANK CLEAN OUT NO. SYS. TYPE: 5' -WIDE, 0.5'ED, C# CLEAN OUT NO. — e+ — es — NEW SEPTIC MIN LENGTH: 18 LF M(/ MONITOR TUBE NO. IdL R.I. RIGID INSULATION `^ CHAINLINK FENCE 30LFx5'WIDE,0.5'ED,1.5- TO DCO DOUBLE CLEAN OUT TOTAL AREA: 150 SF DV DIVERTER VALVE FS FLOW SPLITTER T NOTES: PAMONE 1�7.T/V SVC, T 1 n _��� �� Date RECORD DRAWING P.O. BOX 1102954 ANCHORAGE, AK 99510 ��p'(E�FA�. 49, 09/12/08 PHONE (907) 272-8218 FAX (907) 272-8211 ..g. yl� Stale 49TH '•*/� NTS .. ........ P.I.D. NO Timberlux #2, Block H, L 1 / 18-271-5 Phillip N &Robin Young �, i'tev'eCE�8t49 rage% PERMIT N0. 4940 Monytell Drive �('�qs., � SWO80119 ` DESIGN NOTES Anchorage, AK 99507�IIjD\orzssa>� sNaeoF 4 Inspection Report Municipality of Anchorage, Building Safety Division 4700 Elmore Road IN I'D a HELP (907, 343-0211 INSPECTION; VOICE (907) 343-6300 - FAX (907)249.7777 - WWW.Vrun,.org i Nen1e same Company Wt Bloc Address 940 MANYTELL AVE i Grid S%V3136 Wor�Subdivision T14.19ERLUX e2 C Daeerlptlon Septic tilt stetior. P"t Toohniclan S TLUER. GRETCHEN I Commante dr Dltootlons CW to reel on site fI I (na WOn Type Electrcet:Retm Electrcal Comments (!or Insaecior use eny) $v-rT2�rC-.kL GInJA-t,.r i � Inep.cto► 1Z�i2t t�� I SEP -9-2308 TLE 05:32FM 231 . P.1xi Permit N C&5919 Inspection Dete ms4p.2008 PM Prone 272.4591 LOT 1 UK TR n1a PAGE: i 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 Permit Number: SW080119 Legal Description: TIMBERLUX #2 BLK H LT 1 Design Engineer: 0062 PANNONE ENGINEERING SERVI( Owner Name: PHILLIP & ROBIN YOUNG Owner Address: 4940 MANYTELL AVE ANCHORAGE. AK 99516 - Date Issued: Jul 08, 2008 Expiration Date: Jul 08, 2009 Parcel ID: 018-271-54 Site Address: 004940 MANYTELL AVE Lot Size: 33142 SQ. FT. Total Bedrooms: 3 Permit Bedrooms: 3 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. Received By: Issued By: Date: / O" Date: \ Municipality of Anchorage Development Services Department P Building Safety Division t P i On -Site Water and Wastewater Program SP ,; 4700 Bragaw Street P.O. Box 196650 Anchorage, Alaska 99519-6650 www.muni.org/onsite (907) 343-7904 ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. N g -1Z 1- !i Property owner(s) Phillip & Robin Young Day phone 360-941.2636 Mailing address1600 Woodroe Ln, Anch AK Zip Code 99516 Site address 4940 Manvtell Ave Zip Code 99516 Legal description (Sub'd., Block & Lot) Timberlux No. 2. Block H, Lot 1 Legal description (Township, Range & Section) Lot Size_ '331 LI P. Sq. Ft. Number of Bedrooms 3 THIS APPLICATION IS FOR (® all that apply): THIS APPLICATION IS AN: Absorption Field ® Initial ❑ Septic Tank ® Upgrade Holding Tank ❑ Renewal ❑ Privy ❑ 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. Pannone LLC (Signature of property owner or authorized agent) Permit/Rush Fees: Waiver Fees: Date of Payment: �� Date of Payment: Receipt Number: 55592 Receipt Number: (Rev. 11/05) Pannone Engineering Services, LLC P.O. Box 102954 Consulting Engineers Anchorage, Alaska, 99510 (907) 272-8218 (907) 272-8211 Fax June 20, 2008 Municipality of Anchorage Development Services Department On -Site Water & Wastewater Program 4700 S. Bragaw Street P. O. Box 196650 Anchorage, Alaska 99519 Subject: Timberlux No. 2 S/D Block H Lot 1 Septic System Permit Upgrade Request Ladies and Gentlemen: I am writing to request a permit to construct an upgraded septic system be issued for this property. The proposed systems will serve an existing three-bedroom house. Currently the lot is developed. The lot is served by a private water wells that is located along the western property line. The existing septic system is in failure and will be left in place to be reused. The surrounding developed lots are served by private water systems. The private wells are located over 100 feet from the proposed soil absorption system. 1. Soils. A single test hole was excavated in June of 2008. See the attached soil log. Ground water was monitored for over seven days and the test holes remained dry during this period. Bedrock was not encountered in the test holes. It is my opinion, based on the results of the percolation tests and overall soils appearance; an application rate of 5.0 gallons/day/square feet should be used, using an advanced treatment system with an auxiliary pump vault. 2. Reserve Soil Absorption System Design. a. Percolation Rate: 9 Min Per Inch b. Application Rate: c. Design Flow: d. Min. Absorption Area: e. Total Depth: f. Effective Depth: g. Width: h. Minimum Length: i. Design Length: j. Effective Absorption Area: k. Septic Tank Size: 5.0 gpd/sf 450 gallons per day 90 sf 4feet 0.5 feet 5.0 feet 18 feet 30 feet 150 sf 1,5 0 gallon STEP w/Aux Pump Vault & AX20 Pod. 3. Surface Water: There is no surface water within 100 feet of the proposed system. There is a creek running along the western property line. The proposed drain field upgrade will maintain at least 100 feet from all surface water and drainage ditches. 4. Topography: The average topography in the area of the proposed septic system is approximately twenty five percent based on topographic information. The proposed installation will be greater than 50 feet from the shoulder of the steep slopes. Page 2 of 2 S. Drawing Markings: The Drawings are marked "For MoA Review Only". When written notification that the review is complete and that there are no further comments is received from MoA On -Site Department, the note will be removed and "Issued for Construction" drawings will be issued. The proposed installation will not affect the future development of the surrounding or existing lots. There are no wells or septic systems within 100 feet of the proposed septic location. If you have any questions or concerns, please contact me at 272-8218. Sincerely, Seven R. Pamone Steven R. Pannone, P.E. Owner/Civil Engineer Attachments: W:\PES Work Files\Letters\Timberlux No 2 Blk H Lot 1 001.doc , \ c ,t DT i , P ; 10 ' VACANTLOT CR •EK `. r--. ..ikpTELL AVNL` _ XISTING ED 114is IL0RE,T0 BE `• R USED. EXISTING..,... t ._�':.. 'WELL EXISTING , ..'THIS PROJECT-•. I 1 3 BR HOUSE /.moi � � "��\' � �' • rL jam.. ......i EXI G ' `4071 0' REEKS \,\` L i f + >ETB kCK 1 EXISTI G .t/ WELL' E4T1NG SE71C \ + O ------------- O _ I � i I' - C +� ,auu e.�x -�- EXISTING- -- .---_. - `,. - I-SCPTIG � 0,} o , - - i IL" - Y"• i '/''E ISTII, j i EXISTING ' _ - _,- I,/ SE PTIC o I i+ SEPTIC r EXISTING j / 1• ' .. ' WELL 1' ILLING WE- : • i •1 f �. Ave , , PAM 77����.. TTS , . NOTES: PAMONE ING SVC, UC �� A Vk Date 01FP.O. BOX 102954 ANCHORAGE, AK 99510 C� • ' �qs+`�� 07/o3/os ISSUED FOR CONSTRUCTION PHONE (907) 272-8218 FAX (907) 272-8211 ig�p'• �y+) Scale TH * 1'=100' •• 9 '••%P.I.D. NO Timberlux �/2, Block H, L 1 -1 1 19-271-5 Phillip N & Robin Young en . arno�e j PERMIT No. .•. CE 8149 j SWxxxxxx 4940 Manytell Drive PLAN Anchorage, AK 99507 (fit, g7p S4ci1�� Shet eOF 5 TELL q�ENU�� if ,EXISTING 3 3 BR HOUSE M<'� SHOULDO 25% �. SLOP 40%1� w I F CO I f EXIST'G WELL 1 I ; C I 11 s I I TH1 F I s 11 I 106.0 r'• I PROPOSED UPGRADE: 1 I O \30LFX 5'W X , I• ;2& I \4 0.5' ED, 5' TD ----- � ----- �, I - T - - � - - - �-1 - .-.,c -L-d .10:4 I .... �-. 10 Util Esmt l / �':r 12.2 _-_-----�-�- % J_- \w r- I. Date i NOTES: PAMONEM ENG SVC, LLC; -'OF A� 1 07/03/08 P.O. BOX 102954 ANCHORAGE, AK 99510 „�p�� - � � � ' ) ISSUED FOR CONSTRUCTION PHONE (907) 272-8218 FAX (907) 272-8211 �•• �Sf9 e '�� scort• �••• •••� P.I.D. NO Timberlux #2, Block H, L 1 .... t8 -271-s •• n annoae PERMIT NO. / Phillip N & Robin Young tev'CE Stagswxxxxxx / 49gll Drive Sheet PLAN Anchorage, AK 99507 ..oF 5 I I \ I I 1 ' EXISTING BED 1' - IN FAILI RE, TO BE f EUSED ABAND N EXIST'G TANK II PER CO )E I 4INSTAL 1500 GTANK W ADVANTAX20 rF1,UMP P D & AUVAULT w I F CO I f EXIST'G WELL 1 I ; C I 11 s I I TH1 F I s 11 I 106.0 r'• I PROPOSED UPGRADE: 1 I O \30LFX 5'W X , I• ;2& I \4 0.5' ED, 5' TD ----- � ----- �, I - T - - � - - - �-1 - .-.,c -L-d .10:4 I .... �-. 10 Util Esmt l / �':r 12.2 _-_-----�-�- % J_- \w r- I. Date i NOTES: PAMONEM ENG SVC, LLC; -'OF A� 1 07/03/08 P.O. BOX 102954 ANCHORAGE, AK 99510 „�p�� - � � � ' ) ISSUED FOR CONSTRUCTION PHONE (907) 272-8218 FAX (907) 272-8211 �•• �Sf9 e '�� scort• �••• •••� P.I.D. NO Timberlux #2, Block H, L 1 .... t8 -271-s •• n annoae PERMIT NO. / Phillip N & Robin Young tev'CE Stagswxxxxxx / 49gll Drive Sheet PLAN Anchorage, AK 99507 ..oF 5 ON3 HOV3 1V F ''r 38n1 H011NOW v n E V C O � a O a d a a a Ka o o n m '0 Y a O � W V 2 O OV M Y V O _ F- C> W o'n :n r - i` p N Ili L L W �c y n a-�7 N ON3 HOV3 lb• J +� n Q Z, 38n1 8011NOW 0(o O Z o a 0 G 5 0 m 00 ,n I N I i 1lnVA dwnd xnv 0 _o 31OHNVW Ln 1nO NV310 rn O (30d OZXV 0 Z V o a to Y 1n0 NV3lO w � .. o ztn NOLL`dONf10j NOTES: PAMONE ENG SVC, � ,� w . P.O. 80X 102954 ANCHORAGE, AK 99510 OF A . C 1 „�p��' AS?'�I1j Dote 07/03/08 Scole ISSUED FOR CONSTRUCTION PHONE (907) 272-8218 FAX (907) 272-8211 ' C ,49 *,�/ .... ... .... 'Po NTS Timberlux #2, Block H, L 1 P.I.D. NO 71-54 Phillip Phillip N & Robin Young teven k. none / CE PERMIT NO. 4940 Monytell Drive Anchorage, AK 99507 8149 i 11 cs_� �IIlk 5wxxxxxx DETAILS Sheet OF 5 PERFORMED FOR: LEGAL DESCRIPTION: TEST HOLE 1 1 2 3 4 6 8 7 9 9 10 11 12 13 14 15 COM PERF WITF SOILS LOG - PERCOLATION TEST TOPSOIL gravelly sands SAND SILT MIXTURES TO SILTY FINE SANDS SLOPE X TEST HOLE J WAS GROUND WATER ENCOUNTERED?.N IF YES. AT WHAT DEPTH? DEPTH TO WATER AFTER MONITORING? -DRY - DATE: 6/12!08 �A?slo!� V,0Lt 61 a t �ct�tl e (ISSUED FOR CONSTRUCTION I TEST HOLE 1 TH 1 READING DATE CLOCK NET TIME WATERTIME LEVEL READING NET DROP 1 6-5-06 11.11 a1rY 0' 2 1141 30 MIN 133/6' 3.9' 3 1145 a1rY w 4 1215 30 MIN 127,1' 34' 5 1218 a Ird' 0' 6 1246 1 30MIN 127,1' 34' ROLATION RATE 9 (miMnch) PERC HOLE DIAMETER 6Inches ST RUN BETWEEN 6 FT AND 7 FT rprises. Test Hole was presoaked before perc test. S TEST WAS PERFORMED IN ACCORDANCE 3FFECT ON THE DATE OF THIS TEST. PANNONE ENG SVC, LLC P.O. BOX 102954 ANCHORAGE, AK 99510 PHONE (907) 272-8218 FAX (907) 272-8211 Timberlux #2, Block H, L 1 Phillip N & Robin Young 4940 Manytell Drive Anchorage, AK 99507 -�% 07/03/08 9+1 Scale NTS •••••P.I.D. NO -271-5 n V48r;' % PERMIT NO. CE 8149 .•,�� SwxKxxxx �G Sbeet 4 OF 5 SPECIAL PROVISIONS TO SPECIFICATIONS 1. ALL CONSTRUCTION SHALL BE INSTALLED AS SPECIFIED IN THE MOST CURRENT EDITION OF THE MUNICIPALITY OF ANCHORAGE STANDARD SPECIFICATIONS (MASS) FOR COMPONENT PARTS AND MATERIALS USED IN CONSTRUCTION OF ON—SITE WASTEWATER DISPOSAL SYSTEMS. 2. ALL WORK SHALL BE IN ACCORDANCE WITH THE ATTACHED SPECIFICATIONS. 3. SCOPE OF WORK: 3—BEDROOM HOUSE UPGRADE, NEW 1500g STEP TANK, ADVANTEX AX20 POD, NEW DRAINFIELD, ABANDON EXISTING TANK PER CODE, RE—USE EXIST'D BED AS RESERVE. 4. GROUNDWATER IS NOT EXPECTED TO BE ENCOUNTERED DURING EXCAVATION, AS EVIDENCED BY THE SOIL TEST HOLE INFORMATION ABOVE 15 FT. IF AN APPARENT WATER TABLE IS OBSERVED IN ANY OF THE EXCAVATIONS LESS THAN 8 FEET BELOW EXISTING GRADE, NOTIFY THE ENGINEER IMMEDIATELY. 5. EXISTING TANK SHALL BE ABANDONED IN ACCORDANCE WITH THE CODE BY PUMPING, CRUSHING, AND FILLING WITH COMPACTED CLEAN EARTH MATERIAL. 4' JIM 4' PUMP SLIDE SECTION OF 6' PIPE OVER THIS CONNECTION TO PROVIDE SHEER PROTECTION - EXTEND TO BRIDGE EXCAVATION 2EA. XILIARI Puui BASO ADVANTEX SYSTEM FOR UPGRADE FIELD DESIGN PARAMETERS UPGRADE SEPTIC SYSTEM NO. BEDROOM: 3 (450 gpd) TANK SIZE: 1,500 gallon STEP PERC. RATE: 6-15 MPI SOIL RATING: 5 gpd/SF AREA ROD: 90 SF SYS. TYPE: 5'—WIDE, 0.5'ED, MIN LENGTH: 18 LF USE: 30LFx5'WIDE,0.5'ED,1.5' TD TOTAL AREA: 150 SF ABBREVIATIONS CU COPPER DIP DUCTILE IRON PIPE TH TEST HOLE FC FOUNDATION CLEAN OUT T# TANK CLEAN OUT NO. C# CLEAN OUT NO. MN MONITOR TUBE NO. R.I. RIGID INSULATION DCO DOUBLE CLEAN OUT DV DIVERTER VALVE FS FLOW SPLITTER NOTES: PANNONE ENG SVC, LLC P.O. BOX 102954 ANCHORAGE, AK 99510 ISSUED FOR CONSTRUCTION PHONE (907) 272-8218 FAX (907) 272-8211 Timberlux #2, Block H, L 1 Phillip N & Robin Young 4940 Manytell Drive DESIGN NOTES Anchorage, AK 99507 LEGEND --W—w WATER LINE/ WELL RADIUS — as — as — EXIST'G SEPTIC as — u — NEW SEPTIC O CHAINLINK FENCE LDote �� OF AC4sl0) /03/08 �P' le% NTS W,n un $teve'n�R �onnoie j PERMIT NC CE 8149 ,� SWzxxzxx 5 OF5 ADVANCED WASTEWATER TREATMENT SYSTEM MAINTENANCE AND REPAIR AGREEMENT MEMORANDUM OF UNDERSTANDING BETWEEN UNICIP LITY F ANCIIORAGE AND jai 101— THIS ar THIS MEMORANDUM OF UNDERSTANDING made and entered into as of this My Day of _5L4.N Q, of 20gL by and between h'r e r herein the "OWNER," and the Municipality of Anchorage, herein the "MUNICIPALITY:" In consideration of the mutual covenants contained herein, the parties to this Memorandum of Understanding agree as follows: 1. ADVANCED WASTEWATER TREATMENT SYSTEMS. Municipality grants permission to Owner to utilize and operate an Advanced Wastewater Treatment System (AW WTS), described as PA OCL IAAE){ located �1 —r, w, 41.1 at 4a m, � Ajl Alf- R l a rk H L"I 1 Anchorage, Alaska. 2. Definitions. A. Alteration. Any change to the design or function of an AW WTS that Includes the installation or removal of any parts, components or pieces not included in the original construction permit and design. Prior to performing any alterations to an AWWTS the owner must obtain a Wastewater Disposal System Construction Permit from the Municipality pursuant to Anchorage Municipal Code (hereinaRer, "AMC 15.65. B. Certificate of On -Site Systems Approval. An approval by the Municipality of existing water and wastewater disposal systems given at the time of property sale and title transfer in accordance with AMC 15.65. These approvals certify that the systems are adequate for the homes that they support and meet the codes that were in place at the time of system construction. C. Damage. Any man-made or natural change in a system that would inhibit the system from performing as designed. D. Maintenance and Repair. The scheduled and as needed replacement of existing parts, components and pieces of an AWWTS that were included in the original design which would allow the AWWTS to continue to perform as designed. E. Permit (Construction) An On -Site Wastewater Disposal System Construction Permit as defined by AMC 15.65. F. Permit (Operating) An Advanced Wastewater Treatment System Operating Permit. An annual permit, issued by the Municipality, that allows the Owner to operate an AWWTS, upon meeting all the requirements of this agreement, the conditions of Operating Permit, the requirements of the On -Site Wastewater System Construction Permit and all relevant provisions of AMC 15.65 3. Fee. Owner shall pay to Municipality an annual fee of Ito, On (S_.00), payable on or before the issuance of the operating permit and annually thereafter. The annual fee is due on or before the anniversary date of the approval by the Municipality of installed system. 4. Term. The term of this Memorandum of Understanding shall be for the life of the AWWTS. The term begins on the date of approval by the Municipality of the installed system and shall continue while the AWWTS system is in use or operational or until the property is sold or title is transferred by owner and a new certificate of On -Site approval is issued to the new owner or transferee of the property. S. Alterations, installation and Removal of Additional Equipment. Owner agrees not to make any alterations, removal of parts or additions to the AWWTS without a Construction Permit from the Municipality. 6. Maintenance and Repairs. A. Throughout the term of this Memorandum of Understanding, the Owner shall maintain AWWTS in good repair. In addition, it shall be the responsibility of the Owner during the term of this Memorandum of Understanding, and any extensions or renewals thereof, at the owner's sole expense, to pay for any and all: (1) repair(s), (2) maintenance, (3) adjustment(s), (4) replacement costs, and (5) inspection costs. Further, Owner agrees to comply will all applicable ordinance, laws, regulations, rules and orders for the AWWTS. B. Owner agrees to provide the Municipality a written schedule of routine maintenance and repairs which have been performed on the system pursuant to the terms and conditions contained in the Owner's AWWTS Operating Permit. This schedule shall be submitted to the Municipality annually upon the renewal of the permit. The schedule of maintenance and repair contained in the Owner's AWWTS Operating Permit is: C. Owner acknowledges that the fine schedule for failing to maintain and repair an AWWTS are codified in AMC 14.60. D. Owner agrees that only maintenance, repair personnel certified by the Municipality will inspect and make any necessary maintenance, repairs or permitted alterations to the system. E. Owner agrees to grant the Municipality reasonable access to test and inspect the AW WTS upon 24 hours written notice. F. Owner agrees that any sale or transfer of title of the property will not occur without a new Certificate of On -Site Systems Approval. G. Owner agrees that the relevant provisions of the standard specification guidebook for AW WTS is the governing professional guidelines for the construction, maintenance and repair of the Owner's AW WTS. 7. Noowaiver. The failure of either party at any time to enforce a provision of this Memorandum of Understanding shall in no way constitute a waiver of the provisions, nor in any way effect the validity of the Memorandum of Understanding or any part hereof, or the right of such party thereafter to enforce each and every provision hereof. 8. Amendment. A. This Memorandum of Understanding shall only be amended, modified or changed by a writing, executed by authorized representatives of the parties, with the same formality of this Memorandum of Understanding was executed and such writing shall be attached to this Memorandum of Understanding as an amendment. B. For the purposes of any amendment modification or change to the terms and conditions of this contract, the only authorized representatives of the parties are: Owner. nil er- I "It n VnTs kn'5 Anchorage: Purchasing Office r C. Any attempt to amend, modify, or change this contract by either an unauthorized representative or unauthorized means shall be void. 9. Jurisdiction: Choice of law. Any civil action arising from this Memorandum of Understanding shall be brought in the Superior Court for the Third Judicial District of the State of Alaska at Anchorage. The laws of the State of Alaska shall govern the rights and obligations of the parties under this Memorandum of Understanding. 10. Severability. Any provisions of this Memorandum of Understanding decreed invalid by a court of competent jurisdiction shall not invalidate the remaining provisions of the Memorandum of Understanding. MUNICIPALITY: By: U By: Title: Date: Date: STATE OF A I Ai lx3 b ''� ) ) ss. TTIIRD JUDICIAL DISTRICT' ) The foregoing instrument was acknowledged before me this 'OLday of vtPi /aSdM v AR P 1C FOR AL, A cfgoo on expires: S �NO'\ �C eW/N •O 1'� MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND HUMAN SERVICES Environmental Health Division 825 "L" Street, Anchorage, Alaska 99502, Telephone 264-4720 ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Name p / AK USM M e&41 i UA(IDA/ DISTANCES 0 TO FROM SEPTIC TANK ABSORPTION FIELD WELL Address P6• &X X9/06/3 hVed 6613 Phone(s) Permit No. No. of Bedrooms ZAP 8,70 / % -3 WELL If /0� / 105 LOT LINE o yq /k I v' / r�� - 240 LEGAL DESCRIPTION Lot Block /l Subdivision..� //MB�kLLfX FOUNDATION Township, Range, Section /I �� ]fit[ 1-/ S&e, AS -BUILT DIAGRAM driveway, water bodies, (Show location of well, etc.) septic system, properly lines, foundation, TANKS S-CY99 / I ' SEPTIC// -/%'-r ❑ HOLDING Manufacturer CTI �%AAIK Capacity in gallons ?t✓0 L � % L Y Material J ��r� No. of Compartments TYPE OF SYSTEM ❑ TRENCH BED ❑ W. DRAIN ❑ OTHER Depth to pipe bottom from - original grade FT Total depth from original grade h ONAU FT Fill added above original grade o9fA�� FT Gravel depth beneath pipe 0.7 FT Gravel length y5' � y%FT Gravel width ,�JJ �� FT G tJE K lit Total absorption areaDistance 61�r Ql T between lines {p FT Number of lines S0 Soil ratings SQ FT Pipe material /8 20b3l Installer O / 3 Date Installed WELLS PRIVATE ❑ OTHER (ldentiiv) Classification (A,B,C) Total Depth /6 FT Cased to /b FT Installer ALrAJ �Ru�-►At Date installed: 5'_"­r�r9 c E 7 A d /° •f( C REMARKS: 0 &CA�� 3 .s D / • 7� Stele: Inspections fF�GS Performed ?jam by: ENONEEflS SEAL an / hese a I - certify that this inspection was performed according to all Municipal and Stale guidelines in effect an this date: Health Department Approval: Date: ' 3 —'/G 72-013 (3/85) ` I ITY nF AmCHORAU E: ' Department of Health & Human Services 825 L Street, Anchorage, Alaska 99501 343-4720 4 -SITE SEWER & SEPTIC TANK & WELL PERM SEPTIC TANK: Minimum total septic tank capacity: 1,000 gallons, Each septic tank must have at least 2 compartments. Depth to top of septic tank(s) < 4,0 feet requires insulation over tank(s):, WELL: Log must he submitted to Municipality of Anchorage Department of Health and Human Services within 30 days of well completion" INFORM D,H, HOURS, CALL 343-4681 AND LEAVE A THIS PERMIT EXPIRES 12/31/89 AND CONSTRUCT PER ENGINEERS ATTACHED !NEER, IF AFTER OFFICE MESSA8E. VALID FOR A SINGLE FAMILY HOME. APPROVED DESIGN. I CERTIFY THAT: 1. 1 am familiar with the requirements for on-site sewers and wells as set forth by the Municipality of Anchorage (MOA) and the State of Alaska" 2. I will install the system in accordance with all MOA codes and regulations, and in compliance with the design criteria of this permit, 3. I will adhere to all MOA and State of Alaska requirements for the set back distances from any existing well, wastewater disposal system or public sewerage system on this or any adjacent or nearby lot. 4, 1 understand that this permit is valid for a maximum of 3 bedrooms. I also understand that the capacity of the total system is 3 bedrooms and any enl1argement will require an additional permit. � ���/�� v/�^�o U/�// Permit Number: 99()173 Upgrade Date Issued: 08/24/99 Engineer Designed Signed, DATE: .����� ��^�����7 ����� (Owner) ALASKA U^S"A, FEDERAL CREDIT UNION issued By: Owner Name: ALASKA V.S.A^ FEDERAL CRE[>IT UNION Day Phonem Owner Address: P.O" BOX 196613 786-2750 ANCHORAGE, AK 99519-6613 \ \ Parcel Id: 018-271-54 ------ LoL Legal: Subdivision: TIMBERLVX SU8D` #2 |o+: 1 Block: H Section: 34 Township: 12N Range: 3W Lot Size 33142 (sq,ft. or acres) Max Bedrooms: This Permit: 3 Total Capacity: 3 SEPTIC TANK: Minimum total septic tank capacity: 1,000 gallons, Each septic tank must have at least 2 compartments. Depth to top of septic tank(s) < 4,0 feet requires insulation over tank(s):, WELL: Log must he submitted to Municipality of Anchorage Department of Health and Human Services within 30 days of well completion" INFORM D,H, HOURS, CALL 343-4681 AND LEAVE A THIS PERMIT EXPIRES 12/31/89 AND CONSTRUCT PER ENGINEERS ATTACHED !NEER, IF AFTER OFFICE MESSA8E. VALID FOR A SINGLE FAMILY HOME. APPROVED DESIGN. I CERTIFY THAT: 1. 1 am familiar with the requirements for on-site sewers and wells as set forth by the Municipality of Anchorage (MOA) and the State of Alaska" 2. I will install the system in accordance with all MOA codes and regulations, and in compliance with the design criteria of this permit, 3. I will adhere to all MOA and State of Alaska requirements for the set back distances from any existing well, wastewater disposal system or public sewerage system on this or any adjacent or nearby lot. 4, 1 understand that this permit is valid for a maximum of 3 bedrooms. I also understand that the capacity of the total system is 3 bedrooms and any enl1argement will require an additional permit. Signed, DATE: .����� ��^�����7 ����� (Owner) ALASKA U^S"A, FEDERAL CREDIT UNION issued By: DATE: A `cs ALASKA RUIROf1R nTAL COnTROL SCRUICCS, IN. a 6n9ineerinq & 6nuironmenlal Studies SPECIFICATIONS FOR BED WASTEWATER TREATMENT SYSTEM LEGAL DESCRIPTION: LOT 1, BLOCK H, TIMBERLUX SUBDIVISION #2 1.0 GENERAL 1.1 The Drawings, sheets 1 thru o, shall be part of this specification. 1.2 All materials and workmanship shall meet the requirements of the Municipality of Anchorage, Department of Health & Human Services (DHHS), the conditions of the permit, and all applicable rules and regulations currently in effect. 1.3 All excavations and depths are advisory, and are to be verified or modified in the field by the Engineer or inspecting agency. 1.4 It is the responsibility of the property owner or installer to adhere to approved design for the installation, to maintain the specific separation distances and to have the appropriate inspections. 1.5 It :is the responsibility fo the property owner or installer to report to the engineer any observed conditions which would put the system in violation of state or Municipal regulations. 1.6 If the installation is not inspected by an AECS engineer, AECS will not be responsible for the installed system. An engineer at AECS should be consulted prior to construction, to determine the number of inspections that will be required and to explain what these inspections will involve. 2.0 SEPTIC TANK 2.1 The existing septic tank may be used, if it meets the capacity requirement for the, residence and the approval of DHHS. If not, then specifications 2.2 through 2.6 apply. 2.2 The, septic tank shall be a UPC -approved two-compartment tank, constructed of 12 gauge steel with bitumastic coating and set level on undisturbed soil. If the tank is buried at a depth of 4 feet or less, it must be insulated with an overlying layer of 2 inch burial type polystyrene rigid board insulation. 1412 W SC 33120 Avenue 0 AnchoRAGE, AlaSkd 99503 0 (907) 279-5553 2.3 The septic tank shall be a minimum of 5 feet from the house foundation, and a minimum of 5 feet from the absorption area. 2.4 The septic tank and bed shall be a minimum of 100 feet from any private well or body of water, 150 feet from Class "C" wells, and 200 feet from Class "A" or "B" wells, unless otherwise specified. Less than the required separation distance must have prior approval or waiver by DHHS or Alaska Department of Environmental Conservation (ADEC). 2.5 Piping shall be fritted with a mechanical watertight Calder coupling on the outlet and inlet of the septic tank. Inlet piping shall be 4 inch solid PVC ASTM D-3034 or cast, iron, sloped a minimum of 1/4 inch per lineal foot. Outlet piping shall not be less than 1/8 inch per foot slope. If the piping is buried at a depth of 4 feet or less, it must be insulated with an overlying layer of 2 inch burial type polystyrene rigid board insulation. 2.6 Cleanouts shall be installed as designated and capped with air -tight rain caps (Jim Caps or equivalent), and extend a minimum of 1 foot above ground level. 2.7 If a lift station .is required it shall be a. combination lift station septic tank per Anchorage Tank and welding, Inc. design. Specifications and design drawings are on file with the Municipality and the, engineer. 3.0 SEEPAGE BED 3.1 The sand shall have an effective size of 0.4 to 0.6mm and a uniformity coefficient of not more than 4. 3.2 The gravel for the bed shall be 0.5 to 2.5 inch, screened rock with less than 3 percent passing the No. 200 sieve. All substitutes must have prior DHHS approval. 3.3 The bottom of the excavation shall be level and raked with the backhoe blade to insure that the bottom has not been compacted during excavation. 3.4 The distribution pipe shall be perforated 4 inch rigid PVC with a minimum crush strength of 1500 pounds and shall meet the approval of DHHS for use as drainfield pipe. All pipes shall be laid level, and spaced according to the drawings. 3.5 Monitor standpipes shall be placed as shown in the drawings. They shall be 4 inch rigid PVC ASTM D-3034, or cast iron. The section shown with holes may be either drilled 0.5 inch holes on 6 inch centers on opposing sides of the pipe, or a section of regular perforated sewer pipe may be clamped to the solid section with a no -hub coupling or solvent joint. The perforated section of the monitor tube shall be located in gravel only. The portion of pipe above the sewer rock shall be solid. A rubber raincap (Jim Cap or equivalent) shall be placed over the top of the pipe. 3.6 If the final grade over the bed is less than 4 feet above the gravel, insulation is required, using burial type polystyrene rigid board insulation. There shall. be 1 inch of insulation for every foot of soil less than the required 4 feet of cover, but there must be at least 24 inches of soil even though insulation is used. The solid pipe extending from the septic tank to the drainfield shall also have a minimum of 4 feet of cover or an equivalent layer of insulation combined with soil. 3.7 if insulation is not necessary, then the gravel must be covered with a layer of a nonwoven fabric (such as Mirafai, Fibretex 200 grade, Poly -Filter R, or equivalent). 3.8 The top and sides of the bed shall be planted with a white clover and red fescue mix, or with Kentucky bluegrass. 4.0 INSPECTIONS 4.1 This bed will require a minimum of three inspections. The first inspection will be of the open excavation, to assure that the system is installed in the proper soil strata, correct depth and meet minimum specified design parameters. 4.2 The second inspection will be performed after sand fill is installed, but prior to placement of gravel and distribution pipes. This inspection will verify that the filter is properly installed, that it meets specifications and that it fulfills the intention of the design. 4.3 The third inspection will be after placement of gravel, monitor standpipes, and distribution pipe, to verify proper installation and position of pipes prior to backfill. 4.4 The inspection of the septic tank installation can be incorporated with any one of the above listed inspections. 4.5 The lift station will require either an MOA electrical inspection or certification by a licensed electrician, depending on whether the building code applies to this part of the city. 0 PERFORMED FOR LEGAL 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 COMMENTS oo..e ER'S SEAL) Municipality of Anchorage n4w �YN - DEPARTMENT OF HEALTH &HUMAN SERVICES825 "L" Street, Anchorage, Alaska 99502-0650SOILS LOG — PERCOLATION TEST. REID, JR, AK u3.a /Eb c��/T "All tl ON: L / 8 t! 7Z4f3ekLUX 42 TownIST- - P $eiL e7H -2251 cbc,� DATE P�mAS+ee Range, Section: T/7-•✓ 23,�j SLOPE SITE PLAN WAS GROUND WATER ENCOUNTERED? IF YES, AT WHAT DEPTH? Depth to Water AfterMonitoring? t ■■■■EN■ – mom Reading Date Gross Net Time Time Depth to Water Net Drop S. 99 5-43- 5-3 /o }9/ &7 -, 5V .13 y• 15-53-1003 67- .Ss , /z 3. 003 - /3 , 67 -,5-6 S• 1/67-3- 33 \ G7 PERCOLATION RATE 7, r0 (minutes/inch) PERC HOLE DIAMETER TEST RUN BET EEN FT AND �• FT h So1L t/17E� FI1� /0 �7r�1/. PERFORMED BY: AEG5 A I K�^—�r •e AI CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 72-008 (Rev. 4/85) ALASKA ENVIRONMENTAL ,DB Z-07- / ff/- ex # Titi6c;'cax z - CONTROL SERVICES, INC. .1200 West 33rd Avenue, Suite B SHEET No. of ANCHORAGE, ALASKA 99503 CALCULATED BY DATE �"�% �9 (907) 561-5040 CHECKED BY DATE _. PgOp�f A4101rc, GMm Mas 01111 ALASKA ENVIRONMENTAL ,OB '-67-1 `TihBzrwx ~ CONTROL SERVICES, INC. 1200 West 33rd Avenue, Suite B SHEET NO. OF ANCHORAGE, ALASKA 99503 CALCULATED BY 7¢ DATE fr`z�9 (907) 561-5040 CHECKED BY DATE PPOp1Lf AL1 ces Irc, GMPI, Maa 011]1 B087I )eEdise8 geib _TC�21Ht'T tiZ,\ 5-C (2 le: l ,Vd &�Fue,7V4 #21 oR Se'dMe S/319�13 7o yeoYosED uPbRA_4�a�1 •• _"erFn BED! S%e� � Q N d 3R. ! GGG ��� rP�ro/esslcna_ NOTE: &"� This As -built shall/not be used for any purpose`Qther than finan`cing- requirements. Under no c'ircumstanc should any data hereon be used for 'construction or for establishing tounda'ry or fence lines. 401. I 35 1 h��lt N...aV /2% 41ALa c�fr 7a AtD pe,ir�a s _ N u-Eaddddd�uuut ZQ 15s OLD Talk- b� Aari✓oo./ �� Sepfc %ROVPS6D � ; .� FIEtJ LJEYt � t�t��O j =1 �wsfdb T,eE'•le✓ �, � lo' Util. N8G °SS'0Z_ y L Tw.. s39TH ; �c f < , e 4p ' �.; .ate C q ; .R -i>� EASEMENTS OF RECORD, OTHER THAN THOSE SHOWN ON THE RECORDED PLAT ARE NOT SHOWN HEREON. LT Fj'V AS -BUILT NO CORNERS SET THIS DATE M 2 I hereby certify that I have performed a Mortagee's in- spection of the following described roperty. Lc Block A/ Tl�-6Gvl7y.x Su—L4 A/o. Z Anchorage Recording Precinct, Alaska, and that the improve- ments situated thereon are within the property lines and do not overlap or encroach on the property lying adjacent there- j to, that no improvements on property lying adjacent thereto encroach on the premises in question and that there are no roadways, transmission lines or other visible easements on said property except as indicated hereon. Dated at Anchorage, Alaska this --LE E 411 day of LAu h P 19. FRED WALATKA & ASSOCIATES Engineers and Surveyors _ N X m J z to Z m J El El a H 1, H o m Z . O L W� m a m H N a 2: F W L LL 1 p O ui o H J / Q> a m O m V a u / H FL ❑ o m W H !.1 i W W ❑ fl Ill , W (n W = W H FL J 3 m 7 cl J m Y O z a = c' of o m a 0 Z r it V J z m II m a v Q O .. I U J u Y, W W J a J u a H O IL FI I m u ❑ J Z [1 H � F > Ili " a li I' If [r a H If) V t� _I 1. a a I� f- m u z f1 F Ill H h fi � rl F n H a 1{ ❑ IL ci z 11 F- U OUl a - - Ili a fJ F-I f) u) ❑ Ti O _ 01 ci IiJ-A.-1-1.1-(111 16 1-1-1-1 k a \1 cl __. 10 O fil V'4W7' Lo7 4� V scot/e; /„4a' 1. - Z- •� OF A� /lb dAFi+G7.410 �I�jLS �•••••. oR SEDER s ll;i'Ms `,�Q� •� •.;9s� ` yRo70S�D a1PbRAD1 .00P:49T •. ;04.0.6 u• .•.... ot t_ , % 1E Y C. REID, JR. l• •'-.1 t>#S�io CE -2251 gy�Prolegssim�a�� -° a 01'L X 71 NOTE: This As -built shall not be used for any purpose other than financing~ requirements. Under no circumstances should any data hereon be used for construction or for establishing boundary or fence lines. ..s 280...00 8` ZSf' )ec s Fvn, Hse` a 1 p � Ti;AIA 0 Aa�✓e�l S epf?C Vehfs t{al� p 35 WEu. - 7 4a�la�t \ i alEal sJ�u- '- sxlrl,�Jb >zc�dcd f1BArlD+•1 / NBG °SS'O¢"-w /44, 99 t+ : sl.VTH �. rp - Fred Wo'ofko..`�. e EASEMENTS OF RECORD, OTHER THAN - .THOSE SHOWN. ON THE RECORDED PLAT ARE NOT SHOWN , HEREON. . LT �(.y ---- ------- _L info 4A � �if7 TA z7 S N AS -BUILT NO CORNERS SET THIS DATE I hereby certify that I have performed a Mortagee's in- spection of the following described roperty Lr, f Ii Blor-k % Tip 6E,1uX Skbd. A/O. Z Anchorage Recording Precinct, Alaska, and that the improve. ments situated thereon are within the property lines and do not overlap or encroach on the property lying adjacent there- to, that no improvements on property lying adjacent thereto encroach on the premises in question and that there are no roadways, transmission lines or other visible easements on said property except as indicated hereon. Dated at Anchorage, Alaska this l S 1' day of L'A' vt P 19SL� FRED WALATKA & ASSOCIATES Engineers and Surveyors - ALASKA ENVIRONMENTAL CONTROL SERVICES, INC. 1200 West 33rd Avenue, Suite B ANCHORAGE, ALASKA 99503 (907) 561-5040 JOB LD! / �.'o;C_f L,� 77m,5r-XLUX -0�2- SHEET NO. Z OF - CALCULATED BY 74- DATE / 7-0 CHECKED BY nATF PPOtlJC W � Iz, Crew, Mas 01411. ALASKA ENVIRONMENTAL CONTROL SERVICES, INC. .1200 West 33rd Avenue, Suite B ANCHORAGE, ALASKA 99503 (907) 561.5040 J013 �iJ / �i r. �H6E�PLtAt1 SHEET NO. OF S CALCULATED BY ./ ^` DATE CHECKED BY DATE HNDJCINI.l X. cf"' Mm pull. '-WATER WELL "RECORD c STATE OF ALASKA DEPARTMENT OF NATURAL.RESOURES Division of Geological & Geophysical Surveys Drilling Permit No. A.D. L. No. Meridian lo. Borough Sub)divislon ' Lot Block ib. 1 '/4 Or Section No. Township N Range E❑ 1 I Ic. DISTANCE AND DIRECTION FROM ROA TER9ECTION3 3. OWNER OFWELL' ,• . / �� C/JL�/vO ls�M�L` IJP( 'Address: Street Address a Well Location - - 2. WELL LOG Feet Below- Surface 4. WELL DEPTH: (final) S. DATE OF COMPLETION - - 4(0---tl eqr 411 -8L- ,7*2 T... ' Material Type Top -Bottom ' • - l. 6• ❑Cable toopRotary, .❑Drlvsn "❑ Dug 11 Auger 77❑�S Jetted [3Bored ❑ Other: e - - ?.USE: ® Domestic ❑ Public Supply C] Industry ,[L -J Irrigation ❑ Recharge ❑ commerical -, ❑ Test Well 13 other; e- IV go-- S. CASING ❑ Threaded .[Welded /_ dlam.ln. to /{ ft. Depth Welght_Ibs./1f. 77717- diam. In. to ft.. Depth Stickup ft. 80 9. FINISH OF WELL' Type: Dlom iter • Slot ah Size: Length: Set between ft. and ft. Bockfilling Gravel pack MI PAL1r( OF ANCHORAGE DEPT. OF HEALTH & - N F 10. STATIC WATER LEVEL:' -V D _ft. _ t -1499 ❑ Above or ❑ Below land surface Date �— Equipment used: r� II . PUMPING LEVEL below land surface and YIELD It.after / hrs. pumping—AZg.p.m. ft. offer hrs.. pumping g:P.m. - - - - 12.GROUTING Well Grouted: C]Yes C3No ". Material: C]Neat Cement ❑ Other: _ - 13. PUMP: (if available) HP Length of Drop Pipe - ft. capacity - - O.P.M. - /0Subm. C]Jet ❑ Centrifical ❑ Other " - 14. REMARKS: 16. WATER WELL CONTRACTOR'S CERTIFICATION: - - 15. Wafer. Tem De ra taro _a C]F ❑ C This well was driile oder yljurlsdicllon on this report Is true to the best of my knowledge and belief; - " ' / Registered Business c me - - Contract License Number Address' • Signed : ` f - Date: ut or:ed RaplSsenlallve Form 02-WWR (11/81) Copy Distribution: WHITE - Stole DGGS, PINK - Driller, -CANARY-Customer It'—, MUNICIPALITY OF ANCHORAGE �..�. DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION ENVIRONMENTAL ENGINEERING DIVISION 825 L Street - Anchorage, Alaska 99501 Telephone 264-4720 ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT NAME g Tom. PHONE ry�j 37.7,)- NEW ❑UPGRADE MAILINGADDRESS LEGAL DESCRIPTION 41 LOCATION v NO. OF BEDROOMS U DISTANCE TO: Well %OU .E Absorption area welling PERMIT NO. g� �� Y P wf Manufacturer fv l7 Mate ial No. of compartment rn Liq. capacity in gallons IF HOMEMADE: Inside length Width Liquid depth �C7z DISTANCE TO: Well Dwelling PERMIT NO. 2 z F Manufacturer Material Liquid capacity in gallons p = DISTANCE TO: W f O 00 Foundati n %� Nearest lot line PERMIT NO. T D u z Z w _ No. of lines Lengt of each line .3 �. Total length of lines 32— Trench width -^^ inches Distance between lines ' fL F. o Top of rile to finish grade l Material beneath file Total effective absorpt on, area j� w Length Width Depth PERMIT NO. t7 Q F wa Type of crib Crib diameter Crib depth Total effective absorption area "t m DISTANCETO: Well Building foundation Nearest lot line J J Class Depth ci Driller Distance to lot line PERMIT NO. w DISTANCE TO: Building foundation Sewer line Septic tank Absorption area(s) OTHER PIPE MATERIALS SOIL TEST RATING INSTALLER r L F- 7. �Moel, l• REMARKS L SFS 07 c✓i i t K P P ARTROVED,DATE LEGAL 72-013 (Rev. 3/78) THE RF,-rt..IRED SIZE OF THE :=lilt.. AB_5RP,.l..I{_N :_?r'.,TEM IS: _ _. THE: LENGTH DIMENSION 7: `i: THE LENGTH ':: 'I P:! FEET) CIF' THE TRENCH ith C;ra i' f;F I ic:;_.i'.+. THE DEPTH OF A TRENCH OR PIT 15 THE DISTANCE BETWEEN EEN THE SURFACE OF THE GROUND AND THE BOTTOM OF THE EXCAVATION R IN FEET). THERE 15 NO SET WIDTH F'!:=R TRENCHES. THE GRAVEL C'[=iPTH IS THE MINIMUM DEPTH OF GRAVEL BET1ll...EN THE OUTFALL PIPE i=1t+D THE. BOTTOM OF THE:. EXCAVATION (IN FEET). . PERMIT APPLICANT HAS THE. RESPONSIBILITY TO INFORM THIS DEPARTMENT DURING THE INSTALLATION It,l.';iac•EC:.T'ItiN.. OF ANY Lit:iLLS ADJACENT '.3O THIS PROPERTY AND THE: NUMBER OF RESIDENCES THAT. THE: WELL. WILL. SERVE. EiEiC:E':I-'1:l_LIh.Ei OF HhJ's' SYSTEM L:..'i-u:__ri E=ir:,.._N•=;Pt-C:-r:EO! r��r: APPROVAL T 1 DEPARTMENT WILL BE SUBJECT TO PROSECUTION. - MINIMUM DISTANCE BETWEEN A WEII. 1=1ND ANY' ON-SITE _SEWAGE DISPOSAL SYSTEM IS 100 FEET FOR R PRIVATE: WELL OR 15EI TO 200 FEET FROM A PUBLIC: WELL.. DEPENDING UPON THE T','j=E, OF PUBLIC WELL. �j MINIMUM DISTANCE FROM A PRIVATE WELL TO A PRIVATE -,EWER LINE IS 25 FEET FIND TO A t.;I.1t'MUNIT'' SEWER LINE IS 15 FEET. WELL LOGS? ARE REQUIRED AND t'fU=:T BE RETURNED TO THE DEF-ARTMER._IF WITHIN 30 I;li_IIFS OF THE WELL COMPLETION. OTHER REQUIREMENTS NTS MAY APPLY. SPECIFICATIONS AND _jt-intCCTN DIAGRAMS ARE. AVHTL.AF.-'L.E TO J.P!_URt: PROPER INSTALLATION. EON. E E'er: ^ Rte: H E ='K ITT _201-11 -L `=: s sEv I CERTIFY THAN i.. I AM FAMILIAR WITH THE: REQUIREMENTS FOR ON --'_;ITE, SEWERS AND HELL.:' AS E.T. FORTH BY THE MUNICIPALITY IIF. ANCHORAGE. ._. I WILL INSTALL THE SYSTEM IN ACCORDANCE WITH THE CODES, T f_li'JDER'_,-fF-.IND THAT TI"'![: ON-SITE _EWER SYSTEM PHI' REQUIRE ENLARGEMENT IF THE: RESIDENCE IS kFt'fl.i[>E.LE'1:1 TO INCa...II[iLT_ t'fC1RE: 'iF'tF?t,[ :: E:ECEF:E7CiM:+. SIGNED NED ISSUED B --------------------------------------- APPLICANT _.--.__-._____.__.-`___.__._...-._.._.___.___..__----__-_._._......-__ yyk 61W ............. _.. ;n - a DEPARTMENT i. -1F HEALTH f, ! 4F., [, i; t,l ::' t h}._Il+:1 .a_.t': 1 . It... PROTECTION 4 825 "L" STREET, ANCHORAGE, AK. 9950-1 264-4720 .Z.. - E_ 'K. .._a._ x,._1 -E L r_g hx,:0 C.1 c' _ _ - ; n=- p 4 F.. F?. c. _ K:�: m_ v PERMIT NO. 820133 1 APPLICANT .ICFlt T '_;At'UEL T. FETES .IP BOX _—.. ANNEX IiCHrl-: rAa:-E__sETFF_[i LEGAL. t...1. B-H I IMETERLU„ 02 LOT SIZE 32000 SQUARE TYPE OF SOIL ABSORPTION SYSTEM 15: TRENCH MlH'IMUM NUMBER OF BEDROOMS S '- SOIL RATING C: ,l,;1 F...i-;%E:;'=:. - 125 THE RF,-rt..IRED SIZE OF THE :=lilt.. AB_5RP,.l..I{_N :_?r'.,TEM IS: _ _. THE: LENGTH DIMENSION 7: `i: THE LENGTH ':: 'I P:! FEET) CIF' THE TRENCH ith C;ra i' f;F I ic:;_.i'.+. THE DEPTH OF A TRENCH OR PIT 15 THE DISTANCE BETWEEN EEN THE SURFACE OF THE GROUND AND THE BOTTOM OF THE EXCAVATION R IN FEET). THERE 15 NO SET WIDTH F'!:=R TRENCHES. THE GRAVEL C'[=iPTH IS THE MINIMUM DEPTH OF GRAVEL BET1ll...EN THE OUTFALL PIPE i=1t+D THE. BOTTOM OF THE:. EXCAVATION (IN FEET). . PERMIT APPLICANT HAS THE. RESPONSIBILITY TO INFORM THIS DEPARTMENT DURING THE INSTALLATION It,l.';iac•EC:.T'ItiN.. OF ANY Lit:iLLS ADJACENT '.3O THIS PROPERTY AND THE: NUMBER OF RESIDENCES THAT. THE: WELL. WILL. SERVE. EiEiC:E':I-'1:l_LIh.Ei OF HhJ's' SYSTEM L:..'i-u:__ri E=ir:,.._N•=;Pt-C:-r:EO! r��r: APPROVAL T 1 DEPARTMENT WILL BE SUBJECT TO PROSECUTION. - MINIMUM DISTANCE BETWEEN A WEII. 1=1ND ANY' ON-SITE _SEWAGE DISPOSAL SYSTEM IS 100 FEET FOR R PRIVATE: WELL OR 15EI TO 200 FEET FROM A PUBLIC: WELL.. DEPENDING UPON THE T','j=E, OF PUBLIC WELL. �j MINIMUM DISTANCE FROM A PRIVATE WELL TO A PRIVATE -,EWER LINE IS 25 FEET FIND TO A t.;I.1t'MUNIT'' SEWER LINE IS 15 FEET. WELL LOGS? ARE REQUIRED AND t'fU=:T BE RETURNED TO THE DEF-ARTMER._IF WITHIN 30 I;li_IIFS OF THE WELL COMPLETION. OTHER REQUIREMENTS NTS MAY APPLY. SPECIFICATIONS AND _jt-intCCTN DIAGRAMS ARE. AVHTL.AF.-'L.E TO J.P!_URt: PROPER INSTALLATION. EON. E E'er: ^ Rte: H E ='K ITT _201-11 -L `=: s sEv I CERTIFY THAN i.. I AM FAMILIAR WITH THE: REQUIREMENTS FOR ON --'_;ITE, SEWERS AND HELL.:' AS E.T. FORTH BY THE MUNICIPALITY IIF. ANCHORAGE. ._. I WILL INSTALL THE SYSTEM IN ACCORDANCE WITH THE CODES, T f_li'JDER'_,-fF-.IND THAT TI"'![: ON-SITE _EWER SYSTEM PHI' REQUIRE ENLARGEMENT IF THE: RESIDENCE IS kFt'fl.i[>E.LE'1:1 TO INCa...II[iLT_ t'fC1RE: 'iF'tF?t,[ :: E:ECEF:E7CiM:+. SIGNED NED ISSUED B --------------------------------------- APPLICANT _.--.__-._____.__.-`___.__._...-._.._.___.___..__----__-_._._......-__ - - - .q°.;s #t � B a °ids=="-'-�[ _ €- 'ga"-,' s_:ss'- t--ii•$:��a t:--_t�=1E�#C;-� owns, Iapomr t% rt_; i_r!i ; t #r`�Itr3idh si: . rt�trt:rse)ii aa:: :s:`": 'Jv' 7rc-a:r`1'. Nt•N ,'a1.li"-if .�. 7 '.. ?toot 1- Vt� I -v rVANY No mwoivi P"ii'?'�_ri_i�t r •�;-ii`#7_i°C�_ 1. ;-t fr_i .tis r".QX :i'f!9_ IINHEX ;t3? .2{ - ubcnrion i ct3:�t 1_9 t' -ii TL#•�= T`L Eln �-� t_t?T .:C �` _«13f-ls'3 v.t,;tt_F»s� ��rj C, -':p ) - is s t; e=i flC U G Iic 1,4- Ii i' soft n$ f7p,prjon vark:" Cj- f,:%%c�i--`-3'}^-P"— 'i_+�$ C--_�.i•�t =. t't•--ice_ _ t �}=�'3�4:1�=4.._ �_t.`-.vi^, •C�^_y -- T:$= L.TbAll IS ii4E L_-PlifN ON s: f. t_$= t:+" t C� o rr{ tv 4 r:"att fi t R T' I r is ro, n C'__ rn N'r ;_n T#•t `_tI rot, 13:it71_m, nNo J'i �34rrr:43 s,,,e 7'!4: - .` f:: 4c.i rlr:N ern As rh m # r is mu a_ r 41 L� T''i i=s:tp 13::.i ffl IS # eI M E 110001 00708 7 08 1:.: !�f`R:t=i`s1'r_7 ,`-_•;= t � �`���#{ TiH'.'� 2ND riv, �::lt l j ut# 1.9-, f L=i',S FIVS t I l iti C I id s -:_S_ t 117'-I'•F=31`•d'� -> =-`= _ #t. s: S=,sv=8t...,€__tie-i`c_: 11519li w';se'tEFIswLIr`r' ro It-wt.t,414 !"#I'• Com`_' 4'rm,-;mr wpimli r IX: t st"t t S•fi- _t .'_ 'r#CN 1. K> i3 r YO fS C ;. t'ts'+:sPCP r',' PVD t'0; I- rt-tN!3:F,!,. t_S- 1,40E 3 t--1.lf.`-'03 1149T film by,,- with h '..`�-P=. s'N_ -- E.It..,t ' _= : f?` -j` '"='ms`s'_ Y Y t `tvj—` - t=ii':� )-.?F7�#d': = „�:, rs�:ii 1.1 c t-3-tca i r I#'itit- rlw -779:':ted} JY% L ey FHP _ Fr �? :ii•3 T2s >7tI_ �_ •AjG jai r to pp:%cufidn 3! 0I01f tt4 ty't r21-y:*z dtti i 1•!:--iz" q s_• I._ :314D ;IN ' S F ': Y#7lt w t t' �i rt _ e'r'a irf3 [5 IOU FEET FOR At'7'I'•lAl' S,k=s_- OR %:aii rest 90 FEET FRANs J't#t� sa f�c�t t'� tidl�4P't� POOL I C. 7'i$f EITYi DfUnN&A rRom H PRI:A0. 1•trt_t_ TO A PRIYArx SEWER UNG IS .o FEET RND Yti 9t,'t}74i'S!it3fr`t .O—):=,R t_Iii I'.; ?•1 rs r. WL-R_L LUfr; ;t7`°P ; OUCREV AND Muir sa x rtj;: #Ni D TO 1`14s_' CArt'821-mcmr 4I€T:- m 29 wvs s: TIHE (40-1- Or= 0_i_is r 1 k=s)iifi ?'tEilr'3 11TRY ii;3€'t_'s.�t Ii=ff F3T If37"i »F#e l f7fT=T�tJC't'ft DIRi.tRAHS All r `# r i t- ;r=' 3`Y°t=°- f :% EE t=:E=:¥'`'#t_:�F-F. 7-t1,._ I t:�;✓TI�� r�r:T ' i_' C l � t�d4 L! I7�„ 4# C #"i i T;�a K:=4�ft L r�:�:t'bei 3 T� i s!F-' tai`! - �. C Tr 'mss-1•i�e":: .iii' 7L= t.#�1_te y 5=r'r a OR HP.f i -R.. r'itRi l t_. IF"r`iL C t e t it"tf t ±lif 7"tts� 2: r WILL V -6-;:1_L rii`' IN Tw 3: I 1jNr3:=h" r"1try 1,88T T81 t?if jl tc a -;s ='�=.rrii #Ii'r' X tAfbla Ct i rt# t'#T IF T# ;�:='� Ctz-'=#•ti'>, t• �;:�t�2t iC�=t :=G Tt`d_!_tf_s-y (� i.�.r" r; lo-�i+E � c�£f t_tt_tir'z_ 7�,��_ � :orf r •�-�'n_�� ' �• , •� €k - .r � p - - _ _ _ _ _ - _ I' PERFORMED MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION 825 L. Street, Anchorage, Alaska 99501 264-4720 SOILS LOG — PERCOLATION TEST LEGAL DESCRIPTION: n7 EPTH © _ I�Z pQa-I 1 ' 2 3- 4 l9 5 6 'b 7 C'p �7mcesf'lf 8 ' D'•6 Gross Time 9 0• Net Drop 0 10- 11 11 D b 12 d p 1- 13 bl '6 ra . 4 14,- -15 15- 16 16- 17 17 18- \° a 19 QaAh O. Talbot tV No. 406P -I o °'verso 20 P�,�4®v B�n�HOFESSION�� PERFORMED 72008 (6/79) L. DATE PERFORMED: uf7 WAS GROUND WATERS ENCOUNTERED? L ENCOUNTERED? O P IF YES, AT WHAT - E DEPTH? fl_ SOI LS LOG ❑ PERCOLATION TEST SITE PLAN Reading Date Gross Time Net ' .Time Depth to Water Net Drop PERCOLATION RATE TEST RUN BETWEEN CERTIFIED BY: FT AND FT DATE: ]Box 13oov STAR mouwE A ANCH®RAGE9 ALASKA 99502 344-7714 SIX INCH WATER WELL DRILLED AND CASED OUT TO THE DEPTH OF 740 Tee t. DRILLED AT THE RATE OF P23.00 PER FOOT. (rt LL n-LctveL9 coed Poa oI ;23 ) PROPERTY OWNER %ejjen Devetopment. 349.6j691 ( Cly� Te4,eA ) LOCATION OF WELL SITE Lt. l ° u '�°,&- T iL1� T, �V )( DRILLER Pe, n�Le- Ctcutj o-,? ;.am/.zolt� � 't-na 1U"a�Ll✓e WELL LOG: 0---d-24' J2oveC oyWi. 30'10 c-Lcty G.ifLdeA- 24 --- 79' SandoL ctAauet. 79--734' IEc,tdPaA- :4 cerizeru,ed vet. Sevetat trou.Ldvrz. 734-740' lilate%L )jeavana ji. ,)- g,;Laue,L lath Good clean com4e 1,jateh Beat(;Jta �12.auet at 740 Peet. Shotairza a p&odacib an, oP 70 dPN artith 75 Peet oP wate)L 4tarzcla.rza in cao uza aP (ro t tom. 3/4 l oA4e- 4u.Gnzevrz i lyte. ahau Ul he . iAto Led 70 Peet a"- bottom,. MUNICIPALITY OF na: Coati aP D&ZU-Ing,: 523.00 pe}L Poon: X 740 Peet: "3220.00 COST INCLUDES ALL LABOR AND MATERIAL FOR COMPLETION OF SAID DRILLING. WRITE CHECK PAYABLE TO RAMPART DRILLING WORKS FOR THE SUM OF 3220..00 THANK YOU VERY MUCH. BERNIE CLAUS OF RAMPART RRILLING WORKS DATE Pltatr, 75th, 79002 o- S SERVICE CHARGE OF IV,% PER MONTH WILL BE ASSESSED ON PAST DUE ACCOUNTS. • MUNICIPALITY OF ANCHORAGE Department of Health & Human Services w DIVISION OF ENVIRONMENTAL SERVICES w}{ 343-4744 on -C15 CERTIFICATE OF INSPECTION FOR HEALTH AUTHORITY APPROVAL OF ON-SITE SEWER AND WATER FACILITY FOR SINGLE FAMILY DWELLING Parcel I.D. # CWQ —Q-1 l — HAA # 1. GENERAL INFORMATION (Must be completed prior to submittal) (a) Legal Description (include lot, block, subdivision, section, township, range) L_o>i fv� " �z TizA% e31J sL-2 Location (iddress orr)rpctions) 'Ak,: usA eectiif u�o�! (b) Property�wner Mailing Address %'�• �'ok /�/�(oy3 (c) Lending Institution Mailing Address (d) Real Estate Company and Agent Address Telephone Telephone: (home) Business?Z -7-75�-; Telephone (e) Mail the HAA to the following address: (or check here if hold for pick up.) List contact person and day phone number below: f}EGS Pie,e '"P. 2. TYPE OF RESIDENCE Single -Family Number of bedrooms 3 3. WATER SUPPLY Individual Well Community ❑ Public ❑ -66,1_3 Note:.lf community well system, must have written confirmation; from the State Department of Environmental Conservation attesting to th legality and status. 4. SEWAGE DISPOSAL On-site( Public ❑ Community ❑ Holding Tank ❑ Note: If community well system, must have written confirmation from the State Department of Environmental Conservation attesting to the legailty and status. 72025 (Rev. 7/8B) Page 1 of 2 Z 10 Z abed V-9 (99U'^a9) 9ZO-ZL -Niom s,aaeu!6uo leuo!ssaload ayl ul suo!ss!wo ao saoaaa aol alq!suodsaa lou si a6woyouy to ApledimunW ayl'ponssi sl oleoipliao g aaolaq elep az/leue jo suo!loadsui lonpuoo lou OP SHHO to seaAoldw3 sluawaa!nbaa alels pug lwapal u!eliao Alsiles olaapio u! suo!ln1!lsu! 6ulpual a!ayl pug savoy to s�aseyoand o1 (salanoo g se S!yl S90p SHHO ayl 'e�!sely to alelg ayl u! paaals!6aa joeu!6ue leuo!sselad luepuedepu! u,a Aq anoge g gdej6eaed u! u9A!6 suo!leluasaadaa aql uodn A!uo peseq paleo!llaoo gnojddy (l!aoglny ylleaH sanssl (SHH(I) SeOlAIaS uewnH pue glleaH to luawlaeda0 a6eaoyouy to Al!!ed!olunlN ayl NOI1f1VO lenoaddy leuo!l!puo0 to swial leuo!llpuo0 p9noaddes!0 � panoaddy _L alga ate, �� Aq swooapa � _�W/aol panoaddy '1VAOdddV SHHO '9 �..,,.cern. . h1. 81130 as P Py SS^d L2 euoydalal Sv--7-y wa!d to aweN 'uo!loodsui s!yl to alep ayl uo loalla u, suo!lgln6ai pug 'Seoueu!pjo 'sapoo alg1S Pula led!o!unw lie yl!M eoue!Idwoo ui si walsAs lesods!p jejumalseM jo/pug Alddns jejuni a1!S-uo ayl 'uo!loadsul pug uo!lg6!ls9nu! /w wool pug sal!l ebejoyouy to Al!Igd!o!unW agl wool pou!elgo uo!lgwaolui ayl uo paseq lggl Al!JaA aagpnl I ulajaq paleo!pui ainlonils to od (l pug swooapaq to aagwnu ayl aol alenbape pug leuo!lounl 'ales sl walS S lesods!p aalemalsem jo/pug Alddns joism a1!s-uo ayl leyl SMoys lenoiddy (llaoylny ylleaH s!yl to uo!lg6!lsanu! Aw leyl AflaaA I'moleq uMoys alep uo!leP!IeA agllo se pug olaaag pax!lle Ieas A Aq pa!l!laao sy NOIIVWUOdN] ONV V1VO `HOLIV3S 3'IId `S1S31 `SNO1103dSNl JNIOIAOkld Wdld `JNI1133NION3 '9 z X rrJ7gHl� �2 / -7 kMUNICIPALITY OF ANCHORAGE (MOA) • Health Authority Approval (HAA) UNICIPALICKECKUSRAG (FEBRUARY 1984 NVIRONMENTAL SERVICES D$421,=44 �/ Legal Description: A07,/ -5a ft a/hauax � APR 2 a 1990 A. WELL DATA RECEIVED Well Classification ���� If A, B, C, D.E.C. Approved (YIN)—W,4 Well Log Present ON) Date Completed &74 Yield Total Depth Cased to Depth of Grouting N14 Static Water Level eb Pump Set At i Casing Height Above Ground "r Sanitary Seal on Casing( N) Electrical Wiring in Conduit ON) Depression Around Wellhead (Y(9 SEPARATION DISTANCES FROM WELL: To Septic/Holding Tank on Lot ; On Adjoining Lots 7r� To Nearest Edge of Absorption Field o/ Lot I0 ; On Adjoining Lots To Nearest Public Sewer Line N To Nearest Public Sewer Cleanout/Manhole To Nearest Sewer Service Line on Lot '7 � /� / Water Sample Collected by e13 A1J/R_/ ; Date Water Sample Test Results Comments 61 <zm c 7/9_ A-� Pe Afl_M449�a5 _41 - B. SEPTIC/HOLDING TANK DATA Date Installed -�3% Size IA�"O No. of Compartments y StandpipesY N) Air -tight Cap (Y N) Foundation Cleanout(0)N) Depression over Tank (Y N Date Last Pumped N//ZA" Pumping/Maintenance Contact on File (Y/N) AV ; for �✓/� 1`_ Holding T e J�rm (Y/N) N Temporary Holding Tank Permit (Y/N) SEPARk . ,e r TAN M SEPTIC/HOLDING TANK: To Wte$<}uappl To Building Foundation 7 "Ji0s *6 asp To Pr perty Line •89 i9b R/tlFaaea ai•9ii To Wa r tStaitk/S4Mae",L' To Streahiokd,,Lake,ory 2 .,✓t4r ;4 ..M1.. Comments /_t' Drainage Course To Disposal Field 72-026 (Rev. 7/66) Front Page 1 of 2 _ ,�, / S// '4�y C. ABSORPTION FIELD DATA Soils Rating in Absorption Strata Type of System Design No°t AAA J64 Date Installed Length of Field Width of Field y�� ��r Depth of Field 0� U Gravel Bed Thickness Bel Square Feet of Absortion Area 7$ Statndpipes Presen(Y ) Depression over Field (Y/N / Date of Last Adequacy Test Results of Last Adequacy Test SEPARATION DISTANCE FROM ABSORPTION FIELD: To Water -Supply Well 10-5 To Property Line To Building Foundation To Existing or Abandoned System on / r Lot 3D ; On Adjoining Lots i To Water Main/Service Line ![1 '-,J- To Cutback (if present) 1411.4 To Stream, Pond, Lake, or Major Drainage Course To Driveway, Parking Area, or Vehicle Storage Area S Comments D. LIFT STATION c� // Date Installed / �Dimensions �>/A`' ���" 4-17-1 / Size in Gallons �6,/ Manhole/Access�N) ` u "Pump On" Level at/ "Pump Off' Level at 7 / High Water Alarm Level at it Vent(ON) Tested for Pumping Cycles during Adequacy Test. Meets MOA Electrical Codes 6N) ` Comments /W&Jo,W r K .9 iFih/lo k1 7-. **Check Permitted Bedroom Rating Against HAA Request** I certify that I have checked, verifie , or conformed to all inspection. Signed (� 3 Company C !r Date 0� U MOA No. 0� Receipt No. ,�2Z 0/�z /Z17 % Date of Payment - 2 o �D Amount: $ 17,0106) MOA and HAA g Receipt No. Waiver Fee: $ Date of Payment 72-026 (Rev. ]/8B) Back Page 2 of 2 of this is Seal DFi'dl 11 F: Lir_ 2C- Pi Pei1 f�sLle 4E t } __f aQ`3 A e`4 ci r r r • rrs -�!�¢ �d- 5:;^t s. - �€- ;a.. �, ._ r, ,., - 'A j r • � 6�a r ai YQ Est; -A W 11 1, 41i -i tit _ J - hi ( yimp. 4 U ONP PEW ffn -ti 1GI.. Ll a. rr Ido[ _ _ . L: 01 11"ll `. CHEMICAL & GEOLOGICAL LABORATORIES OF ALASKA, INC. 5633 B STREET ANCHORAGE, ALASKA 99518 TELEPHONE (907) 562-2343 LABORATORIES FEDERAL TAX ID #f 92-0040440 ANALYSIS REPORT BY SAMPLE fox Work Order # 21127 Date Report Printed: APR 19 90 @ 09:35 Client Sample ID:L1 BLK H TIMBERLUX #2 OUTSIDE TAP PWSID :UA Collected APR 16 90 @ 11:05 his. Received APR 17 90 @ 12:00 his. Preserved with :AS REQUIRED Analysis Completed :APR 18 90 Laboratory Supexvle x :STEPHEN C. EDE Released By G� Special Instruct: Chemlab Ref #: 900947 Lab Smpl ID: 1 Matrix: WATER Parameter Tested NITRATE -N Sample ROUTINE SAMPLE. Remarks: SAMPLE COLLECTED BY LEE REID. Client Name : A E C S Client Acct : AKECSRP P.O.# NONE RECEIVED Req # Ordered By : LEE REID Send Reports to: 1)A ECS 2) Allowable Result Units Method Limits ----------------------------------------------------- ND(0.10) mg/l EPA 353.2 10 1 UA -Unavailable a=___=....e=-='==.............. TestsPerformed See Special Instructions Above ND= None Detected See Sample Remarks Above NA- Not Analyzed LT=Less Than, GT-Greatex Than Time APPLI( NT FILLS OUT UPPER HAt, ONLY Time Property Owner^ ir /- -�F- f /, A� - . I . I I Phone I Pho Mailing Address Y Zip Code 4? Buyer A� - Inspector Inspector Inspec or Address'0, Zip Code Lending Institution, Phone Address Zip Code Realty Co. & AgentPhone Address Zip Code 7/ Legal Description DISAPPROVED Street Location A A��Iz Type of Residence DATE ajQ Single Family �j Multiple Family No. of Bedroom 0 Other Date Sewer Installed Well To Absorption Area Water Supply Septic Tank Size gx-O 6 G/-62- S) Individual ATTACH WELL LOG. A well log is required for all wells drilled since June 1975. - El Community For wells drilled prior to that date, give well depth (attach log if available). El Public Utility Sewer Disposal Individual Year. Individual Installed: • Public Utility When Connected to Public Utility: • Holding Tank NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED. Time Time Time Time Date Date Date Date Inspector Inspector Inspector Inspec or Field Notes: MUNICIPALITY OF ANCHORAGE DEPT. Or :'-,%IT!l ENVIRON.1,10i:A- ; OCT 151982 RECEIVED (-3) APPROVED BEDROOMS 'CONDITIONS OF APPROVAL DISAPPROVED CONDITIONAL APPROVAL' (—"' — 19 DATE BY: Soils Rating Date Sewer Installed Well To Absorption Area Well Log Received Septic Tank Size gx-O 6 G/-62- Well to Tank 72023 (3182) Co in a October 2.0, 1952 Becharof Construction Lejes Development 6917 old Seward Highway Anchorage, AK 99502 Subject: Lot 1 Block H Timberlux S/D Approval for the individual sewer and water facilities cannot e granted until the following items have been completed - The The top of the well casing sealed with a sanitary seal so by that it is water tight. 1° ° The water analysis reuort needs to he submitted to this office from the Chem Lab, 5633 B Street, for our. review. ° A four (4) inch cast iron cleanout needs to be installed to the septic tanl: and/or leaching area. Please notifv this Department for a reinspection when the noted discrepancies have been corrected. If there are any further questions, please call this office at 264_4.720, Sincerely, O -V% -W A / Robert C. Pratt ,r Associate Environmental Specialist /�/ RP206/p/MT