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HomeMy WebLinkAboutSTRUCK LT 1Struck Lot 1 #015-163-17 Municipality of Anchorage . Development Services Department Building Safety Division On -Site Water and Wastewater Program. 4700 S. Bragaw St. P.O. Box 198850 Anchorage. AK 99519-8SO Page 1 of 3 www.d.andwage.akw (907) 3437904 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Permit Number. SWO60244 PID Number. 015-163-17 Mr w Joseph and Anila Kowatchuk Wastewater System: [3 New El Upgrade " 11400 Hideaway Trail, Anchorage, AK, 99507 ABSORPTION FIELD prb (907)348.2289 llr allechr . 4 Obvw Twxhoswa ywd Claw OMaand Qoaw. LEGAL DESCRIPTION Scil R" 1.2 7"DOM frana "trift dpcill'l, Bort WA to 1 smeaarr: Struck bwa''a poor a amn from W" WF Gm awm arwu, pVa 3.5 n, 25 Fl Tow". T12N a+wa R3W 5. Sec 24 ce.aaoa.00w arsrr lT� a G+ L&vn 64 FI. R. Well: ❑ New ❑ Upgra Grahl aralrt 5 Nurpr a rw. W Wo MIM.n ara n. 2 10 fl ci moan 0 0. A a. Q. Tar Dwm Gwa b Taus Fowrpeon.na Fp Mwrr fl. Ft am fl, cast lion I PVC brr.r Dw Pr.a saxc wr Lsrr awn.. �• xraxra Ft Ogle Glacier Excavating 12 August 2006 rwa VuwsrK C"M" axAoa•aCr TANK CVM Fl. FL SEPARATION DISTANCES E )Septic []Holding ❑S.T.E.P. [3 Other To Septic Absorption Uft Holding utitzmrlwta Fnxn Tanis Field Station Tank Saw« LYro Sunset (reuse existing) 1,250 Or. V" +100' +100' WA N/A +100' Mrrw. Fiberglass (condition witted 7 August 2006) a � Subs wrr 107 1001• N/A WA LIFT STATION La tx» 25' 5' N/A WA r or '�V On Y.al r. .p—air IY�erafrrrrl r. Faubrgn 10' 15 WA WA Chan nrrn WA WA WA WA FM•v Mw a Elwuoi aapr pamw by a • Distance to new drainfield. BENCH MARK Waiver No. 060042 Issued 8/8106 by MOA to permit 87 -foot .aa Finished floor elevation of east house entry (threshold) separation between existing drainfield and surface FL 100.00 water. Diversion valve Installed 8/12/06 to allow alternate use of old and new drainfields. Engineer's Stamp j>lt. Il/ Matthew H. Korshin, P.E. 8112ro6 Inspections performed by: Dates: 1r 2nd 8!12/06 a�TH X .. i. i. IL Development Services Department Approval y K Conditional Approval by:a Dte: "/•.8 z,S p6 .• Reviewed and Approved by: Date: 116 -0 (Rw' 11AO) ✓ // U PERMIT NO.: PARCEL ID NO.: SW060244 AS -BUILT DRAWING 1 015-163-17 i EPPER O ACRES farT Lt u II �TMI' I I I I #Cw now SPUTIEil Ur DETAIL "A" GR�1EE omK - OZ \ jOOT I \ ' I i i i ISI' c s we I.2s0 G&LON I 5EPnC TAN( \ EKISM0 19EDROo" sA \ NOUSE C AC1Y OI1f1PRR VALVE \ EKIS u / ORAwrII ' I I cos II I I 2stl / i11 Imo, / 0 40 so / SCALE IN FEET MATTHEW H. KORSHIN, P.E 13100 RIDGEWOOD ROAD ANCHORAGE, AK 99516 (907) 770-5239 PREPARED FOR: JOSEPH & ANITA KOWALCHUK _ OF WORK: AS—BUILT OF SEPTIC SYSTEM UPGRADE J Q 3 W � I T NCw DRAAM iILObAb Co SEI OCTAL A. / I 1A% 25 SCALE: SHEET.2 Of HARD LOT 2 Z;6 LOT I AS -&&T (DISTANCES s1"NG 7E TA&Z N FELT) PONT A B G COI II 12 2e ODI 02 27 II Co.T 00 ss Is C0/ 70 u f0 Cos 103 e7 u Coe 07 20 1s C07 02 20 10 COs 27 23 u cot N 17 20 0010 Os A /0 coil 37 /0 00 "wi 20 2/ M "w1 27 n 00 m 3s IO IO Dn O2 2s II CREEK NARK11' LOT 2 (UOEVV0PE0) CREEK LOCATION IS APPROMAIATE 14� OF A4 11 I *...4....T-" 3 ;l,'' 0 -A Motthew H. Korshin: o: � �j,0 •-. CE -10267 :-/"— ��r�IA''•.8�25�06.�'� 4c� ,�� 11``OFESS%CK' PERMIT NO.: PARCEL ID NO.: SW060244 AS—BUILT DRAWING 015-163-17 s I 5 � T I 91 ISO;. zs _ Ne pp fe Rl co cb W II wKw d I_ GO I� :3 I i NO x v`"i wz v�o m a_ WN 2t6 LL U < Lj ¢ O lk- Lu U FW 3 U < W k 0 U hw- rn O Z $ I } \ to Oi X 0] co F- \ Y Y �a I 0� kOW I I I� ca I IV F 2 WRY4Y.. , N �N 1b\\vI 2 MATTHEW H. KORSHIN, P.E. DA TE:8/25/061 13100 RIDGEWOOD ROAD SCALE: NTS ANCHORAGE, AK 99516 (907) 770-5239 SHEET: of 3 O *•••t....... .,yF 00 PREPARED FOR: PHONE NUMBER: 00 JOSEPH & ANITA KOWALCHUK 907 346-2289 j ':Mat ew H. Korshin. Q� 0401 CE -10267 ,E LEGAL DESCRIPTION 'SION A's,SUBDI•'•.8/2S/06 \� TYPEAS-BUILT BUILTRPROFILE OFFS SEPTIC SYSTEM UPGRADE ,,,) I� %\� �`` MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water 8 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: SWO60244 Legal Description: STRUCK LT 1 Design Engineer: 0854 MATTHEW H. KORSHIN Owner Name: JOSEPH 8 ANITA KOWALCHUK Owner Address: 11400 HIDEAWAY TRAIL ANCHORAGE. AK 99516-1150 Date Issued: Aug 07, 2006 Expiration Date: Aug 07, 2007 Parcel ID: 015-163-17 Site Address: 011400 HIDEAWAY TR Lot Size: 98920 So. FT. Total Bedrooms: 4 Permit Bedrooms: 4 This permit is for the construction of: Q Disposal Field E] 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: Date: !' Date: t3 0 Municipality of Anchorage Development Services Department ^wc Building Safety Division Onsite Water and Wastewater Program • ` 4700 Bragaw Street P.O. Box 196650 Anchorage, Alaska 99519-6650 www.muni.org/onske (907)343-7904 ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcell.D. 015-163-17 Property owner(s) Joseph and Anita Kowalchuk Day phone (907) 346-2269 Mailing address 11400 Hideaway Trail, Anchorage, AK Zip Code 99507 Site address 11400 Hideaway Trail, Anchorage, AK Zip Code 99507 Legal description (Sub'd., Block & Lot) Lot 1, Struck subdivision Legal description (Township, Range & Section) T12N, R3W, Sec 24 Lot Size 96.920 Sq. Ft. Number of Bedrooms 4 THIS APPLICATION IS FOR (® all that apply): THIS APPLICATION IS AN: Absorption Field (] Initial ❑ Septic Tank ❑ Upgrade 0 Holding Tank ❑ Renewal ❑ Privy ❑ Private Well ❑ Water Storage ❑ 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. of property owner or authorized agent) Permit/Rush Fees Date of Payment: Receipt Number. (Rev. 11/05) Waiver Fees: Date of Payment: Receipt Number. 1� l�Zunicipality Of Anchorage � y O �' 191. ba MAN)•, c c + t4. .^�\ncllonil;C,:\I;;�k:1.N1.i1.1�lALM1•'ri lcl;hnnf(!NIi)7iX:1.R5111 •ISrt CMIi ):LYa-li;NNl < 471N11im�!mr S�rccl •:lnehumgr, .\lask:�!kAilli s.. cr. q���r.munLurN Mayor Mork- 73cgich Iluilding Safch' Division August 8, 2006 Matthew Korshin, P.E. 13100 Ridgewood Rd Anchorage, Alaska 99516-2937 Subject: Waiver Request for Struck Lot 1 Waiver Request WR#: 060042 Parcel ID # 015-163-17 SW060244 Dear Matthew Korshin, P.E.: Your request for a waiver of the required 100 feet horizontal separation from the absorption field to the surface water has been approved. The approved separation distance is 87 foot horizontal separation from existing disposal field to surface water in existing creek. This waiver approval applies to the existing absorption field to surface water separation 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. Sincerely, Jc dall Ci ngincer On -Site Water & Wastewater Program Community, Security, Prosperity Municipality of Anchorage Development Services Department 0 v Building Safety Division On -Site Water and Wastewater Program 4700 Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchoragc.ak.us (907)343-7904 Waiver Review Worksheet WR#:O60042 PID#:015-163-17 HAIPermit# SW060244 Date Received: August 8, 2006 Legal Description: Struck Lot 1 Engineer. Mathew Korshin 13100 Ridgewood Rd Anchorage, Alaska 99516-2937 Applicant: Joseph Kowalchick Waiver Requested: 87 foot horizontal separation from existing disposal field to surface water In existing creek. Criteria: Geology Points: A. Water Table B. Soil Sorption C. Permeability D. Water Table Gradient E. Horizontal Separation Total: .......................................................................... Waiver is Granted: X Waiver is not Granted: List Conditions or Reasons for above: Date: 818/06 By: Joe Goodall Name of Reviewer Rec#: 0AM Amount: $]15Q Date Paid: 8/8!2006 MR. MATTHEW H. KORSHIN, P.E. 13100 RIDGEWOOD ROAD ANCHORAGE, AK 99516-2937 August 8, 2006 Mr. Joe Goodall Municipality of Anchorage Development Services Department Building Safety Division On -Site Water and Wastewater Program .4700 South Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 Re.: Request for Surface Water Separation Distance Waiver Lot 1, Struck Subdivision, Parcel ID 015-163-17 Dear Mr. Goodall: After receiving Permit #SW060244 from your office yesterday giving approval to construct on-site septic system upgrades at the referenced parcel, I inspected the existing 1,250 gallon fiberglass septic tank. The tank was found to be in excellent condition with little signs of wear. The outlet was in good condition. The tank is suitable for continued use. After exposing the septic tank, the property owner reconsidered his position on pursing a separation distance waiver for the old drainfield. The owner would like to install a diversion valve at this time to allow future use of the old drainfield. Doing so now would avoid having to excavate the tank and outlet piping again in the future to install the valve. The diversion valve would be installed at the location depicted on the original permit application dated July 27, 2006 and would be reflected on the as -built documents submitted to your office. I request that your office issue a separation distance waiver to permit the old drainfield to operate within the 100 -foot surface water separation distance requirement. As you noted in your review of the original permit application for the drainfield upgrade, the old drainfield is approximately 87 feet from an existing creek. I recommend you grant a waiver to allow this reduced separation on the following grounds: The old drainfield predated the surface water, which appears to be a diverted fork of an unnamed creek. The drainfield is and has operated continuously for decades at this reduced separation distance with no known adverse impacts. WAIVER FEE: 1150 � I PAYMENT DATE: � 4%0 RECEIPT #: 43U3 Municipality of Anchorage Development Services Department Page 2 August 8, 2006 • The surface topography between the creek and old drainfield slopes gently away from the creek, with little to no potential of future cross - contamination. • The property owner would like to have continued future use of the old drainfield to prolong the useful life of the old and upgraded drainfields. • The property owner would like to have the diversion valve installed now while the drainpipe between the septic tank and old drainfield is exposed. This will eliminate additional excavation costs and further disruption to the property that would be associated with installation of a diversion valve at a later date. • I anticipate no negative impacts from the granting of this separation distance waiver request. If you have questions about this request, please phone me at (907) 230-3761. Regards, Matthew Korshin, P.E. MR. MATTHEW H. KORSHIN, P.E. 13100 RiDGEWOOD ROAD ANCHORAGE, AK 99516-2937 August 4, 2006 Mr. Joe Goodall Municipality of Anchorage Development Services Department Building Safety Division On -Site Water and Wastewater Program 4700 South Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 Re.: Revised Permit Application for On -Site Septic System Upgrade Lot 1, Struck Subdivision, Parcel ID 015-163-17 Dear Mr. Goodall: In response to your review comments of July 31, 2006 and subsequent conversations with you and Dan Roth of your office on August 1, 2, and 3,1 am submitting a revised design that supersedes the original design submitted on July 27, 2006. The revised design attached to this letter addresses the following concerns raised by your office, with my response in italics: • Ground water. Your office expressed concerns that the level of the ground water upon which the original design was based may not represent the seasonally hi5h ground water level. ITmeasured the ground water depth at 12 feet below grade on July 22, 2006. The original design proposed a septic system depth (single deep trench) of eight feet below grade to maintain a minimum four - foot separation between bottom of septic s stem and ground water. Time is of the essence as this septic upgrade replaces ailing drainfield. In the absence of year- round ground water monitoring to esta lish historical ground water data and in accordance with your office's policy on the issue, the revised design increases the ground water level to account for two feet of additional fluctuation in the ground water elevation. This places the proposed septic system depth (shallow trench) at six feet below grade. • Surface water separation distance waiver. The existing drainfield lies within the 100 -foot minimum separation distance to surface water. The original design proposed to install a diversion valve to allow future use of the existing drainfield. Your office stated that a diversion valve cannot be utilitized unless a separation distance waiver is obtained and the associated fee paid. The revised design specifies that the existing drainfield is to be abandoned in place. The existing drainfield will be physically disconnected from the drainpipe. • Septic tank integr4. Your office expressed concerns that the existing 30 - year old septic tank may be in poor condition. 1 will inspect the tank during construction to verify its condition. If necessary, the tank will be replaced during construction with a new tank supplied by one 'the manufacturers listed on your "Approved List of Tank Manufacturers — 2003. Municipality of Anchorage Development Services Department Page 2 August4,2006 Potential need for additional "-18;- test. Your office expressed concerns that the redesigned system might require an additional soil percolation test. The revised design is contained entirely within a 30 -foot radius of Test Hole No. 1, therefore no additional percolation test is needed. The revised designpproposes to construct a continuous double "5 -wide" shallow trench type drainfield with flow splitter tee, i.e. all horizontal piping downstream of the flow splitter tee is perforated. The trench layout is in a "J" shape to minimize impacts to existing high-value mature vegetation. The flow splitter tee intersects the system at the midpoint of the continuous trench to help ensure that the effluent is equally distributed to all points in the drainfield. The site has multiple constraints: property line, driveway, house, surface water setback, and landscaping. Therefore, I request that your office grant a disposal field -to -property line waiver. The attached design calls for five-foot separation from edge of the disposal field to the property line. I request that the waiver be granted for as little as two feet of separation to property line to allow additional flexibility during construction should the need arise to work around the aforementioned constraints. The revised design infringes on no other separation distance requirements. The revised design utilizes the existing 1,250 -gallon septic tank. Tank integrity will be verified during construction and replaced if necessary. The existing drainfield will be abandoned in place. Other design elements remain unchanged from the original submittal dated July 27, 2006. I do not anticipate any negative impacts to adjacent lots resulting from implementation of the revised design. If you have questions about the enclosed information, please phone me at (907) 230-3761. Regards, Matthew ors , P.E. SmvoK LOT 29 STRUCK LOT 2A TAT LOT I TYPE "COLD TCP ACRES _LOT � — LPPER CHINOOK ACRES LOT 24 XI[Ll PMW5 WELL \ \ LPPER 001OOf ACRES LOT IA / smear \ \ / LOT UF\ \ KU. l L J � t / \P \ y -p ExISi CU CLM1KR o� EXISnNG CREEK T&T LOT/ MATTHEW H. KORSHIN, P.E. 13100 RIDGEWOOD ROAD ANCHORAGE, AK 99516 (907) 770-5239 SCRIPTION 1. STRU A KOWALCHUK TIC SYS SMSON — LOT 2 J 0 100 200 SCALE IN FEET 3 KARD W LOT 1 2 � f L 1 a�OipS / KARD / LOT 2 OPO D SEPTIC SYSTEM UPGRADE\ EE SHEET 2 OF 3) IU4KI I aA WELL 1 ka LMC SEPTIC SYSTEM p / EXIsnNc CREEK KARKI LOT 2 VAVEKLOPI I�EXISONC CREEK TI2N RSI SEG 24 SII/I SM 14 $014 NMI/1 ATE CREEK LOCATION IS APPR070YATE DATE: 8/4/06 SCALE:��........0 9 111=100, �,. SHEET: 7� : 49 TH* yF �I 1 of 3 �............... DUMBER: 7 346-2289 �' O .Mott CE -10 aa��Kors in: ��= Shy/o6. • '2`� F ' i 0 40 I 60 SCALE IN FEET I 0 \ OSI LOT t \ Cus7M0 SEP77C TNN ER(>.mP 10 W)WY 01TEOMIY DESUK CONSTRUOIKK DETAIL "A" 0`101 CHNOOf AOM3 LOT ,A GPA WL HMM _3 25' DRA14 6 I sr DETA4. •A II I�ITMh � I I — 1' CO LFnTAU ROW / AJTTER 7EE_ DOLaf COS N70hZPT EIVSTNf � ( —�v DrzawKCT Emma \ DRAW0E3D AND ABAAV M N PUCE I 1 `ro 100* I I _DMGN CAI d M ATIONe 4 BEDROOM M 150 GPO/BDRM - 600 GPD PERC RATE < 1 MIN/INCH PROPOSED APPLICAROH RATE - 1.2 GPD/SF 600 GPD/1.2 GPD/SF - SOD SF R£CUIRED ASSORP77ON AREA 500 SF/(5 FT) - 100 Ft STANDARD 5-IMDE TRENCH REDUC770N FACTOR - (W+2)/(W+7+2D}0.64 FOR 25 FT GRAVEL. BELOW PERF PWE (100 FTXO.64) - 64 FT 5 -WDC TRENCH W/ 2.5 FT GRAVEL BfLOW PERF PIPE I USE CON77NUCUS :F SHAPE 5-M1DE TRENCH, 64 FT TOTAL LENGTH TO AVOID SITE CONSTRAINTS RAP KAM LOT KARWEW LOT CRCCN — KARIEW (ULNO[IE &m) CRtLOCA77ON IS APPRO%iMAIE MATTHEW H. KORSHIN, P.E. DATE: ������� 13100 RIDGEWOOD ROAD ANCHORAGE, AK 99516 (907) 770-5239 LOT 1. STIR ANITA SEPTIC 8406 ��� OFg411 SCALE: �� .......... G,9 1 "= 40' �P. s`r 1�j SHEET: w' * ' 49 LH-* 9* �I 2 of 3 00 .......... .... /'�.��./�. �c" 7E R: /." .51..... 346-2289 I� c',MotihCew THg267rshin: Q� RO ESS% I FRI s I - I I y tiO N� �i i ( I o ! I I a� � I �I �s� I : I I 1 I U U U•U V I \\\\\ MATTHEW H. KORSHIN, P.E. DATE: 8/4/06 It 13100 RIDGEWOOD ROAD SCALE: ANCHORAGE, AK 99516 NTS ��•'' (907) 770-5239 SHEET: i *...49H T 3of3� 00 00 PREPARED FOR: PHONE NUMBER: ' JOSEPH & ANITA KOWALCHUK 907 346-2289 ..Matthew H. Korshin.• LEGAL DESCRIPTION I/C,•.. CE -10267 :• \,= LOT 1, STRUCK SUBDIVISION '•8f5!�0�.••'� TYPE WORK: PROFILE OF SEPTIC SYSTEM UPGRADE ,��Ikwv%���` DESIGN &*"' Ada ti Municipality of Anchorage GINE )• Development Servig Safety ces *:QC THH PZ� • y,t OnSlte Water and Wastewater Program / • i'. South Bregaw SL F MATTHEW H. mDI P.O. Box 1901150 47 Anchorage.Anchorage.,� Anage. AK 99519-6e54) g CE 10267 www.tl.anchorsee.ak us �f tf"j, , A (90 7)343.7904 '` '�(J• ��1}�O6••�� Solis Log - Percolation Test Performed For. Joseph and Anita Kowalchuk Date Performed: 9 July 2008 Legal Description: Lot 1, Struck SubdMsion Township. Range, Section: T12N. R3W, Sec 24 wl gravel) 3.O.H. WAS GROUND WATER ENCOUNTERED? Yes S IF YES. AT WHAT DEPTH? 13 R L Depth 10 water Ater D Monaar•p? 12 R pit Dara: 22 July 2006 Reading Date Test Hole #1 Net Time Depth Net Drop OS (Feet) Organics I- • _ 22- -3• 9 July 2006 11:35:30 3. • 61 4 e ° •' SW & 0 ° e (well -graded sand 6- •• ° w/ gravel) 7- o 0 I• e 6' 8- ° ML 9- 10' 8 (sift lens) 10- O o O 4- Ir o • 11- o • SW 12- • ° ° (well -graded sand wl gravel) 3.O.H. WAS GROUND WATER ENCOUNTERED? Yes S IF YES. AT WHAT DEPTH? 13 R L Depth 10 water Ater D Monaar•p? 12 R pit Dara: 22 July 2006 Reading Date Gross Time Net Time Depth to Water Net Drop 1 9 July 2006 11:35:00 10' _ 2 9 July 2006 11:35:30 0.5 min 4• 61 3 9 July 2006 11:36.,00 10' 4 9 July 2006 11:36:30 0.5 min 4• 6' 5 1 9 July 2006 11:37:00 - 10' 8 9 July 2006 11:37:30 0.5 min 4- Ir rcn..v.n�n M� a v1 piV%4ft&IA n) PERC MOLE DMETER Bin. TEST RUN BETWEEN 5 FT AND B FT COMMENTS PERFORMED BY: Matthew H. Korshln, P.E. I Matthew Korshln CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE NTH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE DATE: 9 July 2006 SEPTIC SOLI NS 0604 BLACK Y ANOCNAar. MAMA 0 W2 SOILS LOC -PERCOLATION TEST TEST HOLE #1 PERFORMED FOR; MICHAEL SCHALLOCKDATE PERFORMED m-% LEGAL DEscRVIION:LOT 1 KARVIEW SUBDIVISION WCLI 9406 8SILTY GRAVEL WITH 9 / Y SAND -WET 10 11 12 13 14 15 16 17 18 19 20 WAS GROUND WATER S ENCOUNTERED T YES L IF YES. AT WHAT 0 P DEPTH T B.0' E DEPTH OF WATER AFTER MOM70RING It 5.0' DATE' 9-2-99 _ _ -- O�C�ll�ii�0' s ' NNE0������ mom ■�����i MIN 0 moo), UNION ■1Iw■/R1 ■LEVE ■11/111R1 • MIN■■■tvrl ■■■■ ■NN%gk ml ac�■�os:�a��v 8SILTY GRAVEL WITH 9 / Y SAND -WET 10 11 12 13 14 15 16 17 18 19 20 WAS GROUND WATER S ENCOUNTERED T YES L IF YES. AT WHAT 0 P DEPTH T B.0' E DEPTH OF WATER AFTER MOM70RING It 5.0' DATE' 9-2-99 _ _ -- x'.70®® O�C�ll�ii�0' ac�■�os:�a��v PERCOLATION RATE: 1.2_(WINUTES/11,101.) PERCHOLE DIAMETER: ¢_ TEST RUN BETWEEN: 3• FT. AND 3.50 FT. PERFORMED BY: DEE HCH CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE MTH ALL STATE AND MUNICPAL GUDEUNES IN EFFECT ON THS DATE. DATE: SFPT,_ 2 +090 402=11 I a3osro STATE OF ALASKA DEPARTMENT OF NATURAL RESOURCES DIVISION OF MINING At WATER MGMT LOCATION OF WELL WATER WELL RECORD CONTRACTOR Nf WWodBuanesa Name Or auy6_QS marum t semattvs ate REMARKS: PLEASE MAIL WHITE COPY OF LOO TO: DNR/DMSION OF MINING t WATER MOW PO BOK 107005 ANCHORAGE AK 99510-7005 auaor#� sUs01V1alOMl0T/LOGICSIMON L" OTna SECTION TOVWMW RANGEas oom 70oua" f ON DEOS ❑w LOCATION/SKETCH: , WELL OWNER: OEcaA �� ci DEPTHS MEASURED FROM:Ooasimp top O9rou+d surface WELL DEPTH: DATE OF COMPLETION Depth of hole. it BOREHOLE DATA: Depth Depth of easing: It Material Type and Color From To + Det O STATIC WATER LEVEL: ft below ITtop oT Casing O around surface Date: METHOD OF DRILLING: W air rotary O cwt tool O other USE OF WELL: )RJ domestic- 0 "gation O monitor ❑ Public supply O oftr CASINO STICK-UP- OZft. Diam: & kL to It Casino type: kL to ft IL WELL INTAKE OPENING TYPE: 0 open end O screened Wparforsted It open hole Depths of openings: Sir to JLe--It ' SCREEN TYPE: O am: YL Z Slotmesh Size: Length; ft GRAVEL PACK TYPE: Volume used: Depth to top: - GROUT TYPE: Volume: ' Depth: from ft to It DEVELOPMENT METHOD: Q✓__ Duration: PUMPING LEVEL AND YIELD: ZO Itatter Ns pumping oprm PUMP MAKE DEPTH: It Horsepower. WELL DISINFECTED UPON COMPLETION? %Z YES O NO CONTRACTOR Nf WWodBuanesa Name Or auy6_QS marum t semattvs ate REMARKS: PLEASE MAIL WHITE COPY OF LOO TO: DNR/DMSION OF MINING t WATER MOW PO BOK 107005 ANCHORAGE AK 99510-7005 GREA', 1ANCHORAGE AREA BORC"-) Department of Environmental Quality 3330 C Street Anchorage, Alaska 99503 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM NAME OE 6WA-1140k- MAILING ADDRESS -SOX H3 -k PHONE LOCATION LEGAL DESCRIPTIONrracw 'vw �r1, ac due xZ7�w- --L— SEPTIC TANK: LidL _NUMBER OF PROM WELL %l]'C� MANUFACTURER SVly-CSS MATERIAL119-cl ., COMPARTMENTS / INSIDE LENGTH INSIDE WIDTH LIQUID DEPTH LIQUID CAPACITY�X,5ZD GALLONS. TILE DRAIN FIELD: TOTAL LENGTH DISTANCE FROM WELL 100 Y- FOUNDATION /0 r NEAREST LOT LINE Ib '4- OF LINES NUMBER OF LINES ' DISTANCE BETWEEN LINES eI /` TRENCH WIDTH 361N. TOTAL EFFECTIVE I ABSORPTION AREA SQ. FT. LENGTH OF EACH LINE 36 DEPTH OF FILTER _ DEPTH: TOP OF TILE TO FINISH GRADE MATERIAL BENEATH TILE-6—If ABOVE TILE IN. WELL: 40T Pppt?ov6jD TYPE CONSTRUCTION BUILDING NEAREST NEAREST SEPTIC FOUNDATION LOT LINE , SEWER LINE , TANK_ CESSPOOL , OTHER SOURCES APPROVED DISAPPROVED REMARKS DISTANCES: INSTALLED BY: %UN/I rob �F SEWER LINE DEPTH: PIPE MATERIAL: C -!7)Q .4F LOT SLOPE: GILESI REMARKS Form EQ -032 EPTH DISTANCE FROM: SEEPAGE SYSTEM_ DIAGRAM OF SYSTEM 0 ©UU o4�a yiiYGlE flim, Ir '%`°+ ID t C Llf 10 t i 1l .0 DATE - 0-%3 APPROVED A G.A.A.B ME IO U NAME OF APPLICANT GREATER ANCHORAGE AREA BOROUGH DEPARTMENT OF ENVIRONMENTAL QUALITY 3330 "C" STREET ANCHORAGE, ALASKA 99503 TELEPHONE 274-4561 SEWAGE DISPOSAL SYSTEM - APPLICATION AND PERMIT MAILING ADDRESS INSTALLATION LOCATIO,,N/// /!- LEGAL DESCRIPTION e• — �L� ���� INSTALLATION OF: SEPTIC TANK SEEPAGE PIT(`�^r,\ TYPE AND SIZE OF FACILITY TO BE SERVED����� FINANCED THROUGH TO BE INSTALLED BY SOIL TEST RESULTS �! I14403TE COMPLETION DATE ANTICIPATED PERMIT NO. FIELD OTHER Y%/r7t-; I5 NOT VALID WITHOUT SOIL TEST 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 MINIMUM DISTANCES, REQUIREMENTS/, FOUNDATION TO SEPTIC TANK - FOUNDATION TO SEEPAGE PIT SEPTIC TANK TO SEEPAGE PIT WALI SEPTIC TANK . SEEPAGE PIT DRAIN FIELD /y DRAIN FIELD TO NEAREST LOT LINE. WELL TO SEPTIC TANK �(/ O - SEEPAGE PIT /�r DRAIN FIELD G' ALSO CONSIDER AREA WELLS. d WATER MAIN TO SEPTIC TANK �(! r .SEEPAGE PIT DRAIN FIELD SEPTIC TANK, SEEPAGE PIT O6'J 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 AZE Z CONFORM TO BOROUGH REGULATIONS REGARDING INSTALLATION. G.A.A.B. OR LICENSED DESIGNER SIIZZZEJ / /G��j ,�{y P".�L�K�V �"/f � a `70� U 6 UJ Ilkl TRAM OF SYSTEM I CERTIFY THAT 1 AM FAMILIAR WITH THE REQUIREMENTS OF GREATE ANCHORAGE AREA BOROUGH ORDINANCE NO. 28-68 AND THAT THE ABOVE DESCRIBED SYSTEM IS IN ACCORDANCE WITH SAID CODE. DATE APPLICANT'S SIGNATURE L �—"-� REATER ANCHORAGE AREA 60R000- partment of Environmental Qui, , 3330 "C" Street Anchorage, Alaska 99503 SOILS LOG - PEROLATION TEST Performed for 6/1,P /i vwch < Legal Descriptidn: �Soi s to�(ck1s� sc y /U0VQ1 % 1�k1 b'3o sn1. This form reports: 16V-1--- t Depth Feet T 2 3 4- 6 6 - 7 - Date Performed_ s 3 75- 34 9- 10 - S/ 0,00 - 11 - 12 _ _ - 13 - 14 - Was ground water encountered? i(c-, A If yes, at what depth? Reading Date Gross Time Net Time Depth to Water Net Drop EEE Percolation rate minute. Proposed installation' Seepage Pit )epth of Inlet _ _ Dept COHMENTS : rt EQ-040 (6/74) Drain Field of pit or trench ------Date --- ----- D --- Munieipa1W of Anehorage i Department of Health and Human. Services ��c 825 "L" Street Rick Mystrom, P.O. Box 196650 Anchorage, Alaska 99519-6650 Mayor 343-4744 July 11, 1996 Joseph A Koualchuk Anita A Koualchuk 11400 Hideaway Trail Anchorage, Alaska 99516 1150 Subject: Lot 1 Struck Subdivision Permit #SW950148, PID #015-163-17 The subject permit, issued July 11, 1995 by this office for a single family well and/or on-site wastewater system, has expired as of July 11, 1996. 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 permit. If 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 permit. If you have any questions, please call this office at 343-4744. 5.inc ely, J e' Cross, P.E. P ogram Manager On-site Services enc: Copy of Permit e 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:SW950148 DESIGN ENGINEER:DUMMY COMPANY OWNER NAME:KOUALCHUK JOSEPH A & OWNER ADDRESS:11400 HIDEAWAY TR ANCHORAGE, ALASKA 99516 PARCEL ID:01516317 LEGAL DESCRIPTION: STRUCK LT 1 LOT SIZE: 108900 (SQ. FT.) NUMBER OF BEDROOMS: 4 THIS PERMIT: 4 THIS PERMIT IS FOR THE CONTRUCTION OF: WELL SYSTEM ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH: PAGE 1 OF 1 DATE ISSUED: 7/11/95 EXPIRATION DATE: 7/11/96 1. THE ATTACHED APPROVED DESIGN. 2. ALL REQUIREMENTS SPECIFIED IN ANCHORAGE MUNICIPAL CODE CHAPTERS 15.55 AND 15.65 AND THE STATE OF ALASKA WASTEWATER DISPOSAL REGULATIONS (18AAC72) AND DRINKING WATER REGULATIONS (18AAC80). 3. THE ENGINEER MUST NOTIFY DHHS AT LEAST 2 HOURS PRIOR TO EACH INSPECTION. PROVIDE NOTIFICATION BY CALLING 343-4744 ( 24 HOURS ) (NOT REQUIRED FOR WELL ONLY PERMIT) 4. FROM OCTOBER 15 TO APRIL 15 A SUBSURFACE SOIL ABSORPTION SYSTEM UNDER CONSTRUCTION DURING FREEZING WEATHER MUST BE EITHER: A. OPENED AND CLOSED ON THE SAME DAY B. COVERED, SEALED AND HEATED TO PREVENT FREEZING 5. THE FOLLOWING SPECIAL PROVISIONS. SPECIAL P. RECEIVED : ISSUED BY DATE: 1VI51ON VXtI K14 51DP•CE SI4F-D 329.42' i 1 ! F i 1 i 4# 1 ! A•' 4 iq End TO rig O Of 0 I I Ne ol �PwA,TNFA-O exKTINC, KPJO� a t-bT I 5TRUCK SUSDIVISIOO SA7( ACRISS JAK� A,%K =0 ,k.0-)J-Lr,O"v/