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Home My WebLink AboutRABBIT CREEK VIEW & HEIGHTS BLK 11H LT 10AView iHeight 0 097Lj Elfralmo-114pillm -A' MUNICIPALITY OF ANCHORAGE On -Site Water & Wastewater Program PO Box 196650 4700 Elmore Road Anchorage, Alaska 99519-6650 Phone: (907) 343-7904 Fax: (907) 343-7997 http://www.muni.org/onsite On -Site Wastewater Disposal System Permit Permit Number: OSP241081 Work Type: Septic Upgrade Effective Date: Expiration Date Tax Code Number: 02058164000 Site Legal Address: RABBIT CREEK VIEW & HEIGHTS BLK 11H LT 10A G:3341 Site Mailing Address: 8501 PAINE RD, Anchorage Owner: RUCKEL LORNA D Design Engineer: FORGE ENGINEERING This permit is for the construction of: Q Disposal Field Z Septic Tank ❑ Holding Tank ❑ Privy 5/13/2024 5/13/2025 Lot Size in Sq Ft: 19688 Total Bedrooms: ❑ Private Well ❑ Water Storage All construction shall 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 wastewater code requires inspections during the installation. The engineer shall notify the Development Services Department per AMC 15.65. Provide notification by calling (907) 343-7904 (24/7). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather shall be either: a. Opened and Closed on the same day, or b. Covered, sealed, and heated to prevent freezing Special Provisions: A test hole is required prior to construction of the absorption field, in the location shown on the site plan, to confirm minimum separation to impermeable soil and seasonal high groundwater, as well as percolation rate. Construction may proceed at your own risk prior to 7-day groundwater monitoring. If results require a design change, construction shall stop pending approval of a change order. Please submit results with the inspection report (or change order, if required). iS/"V. 11A, G; r__6 pli- D 6-S ( 6 , Received By: S .3 a) —(� r Date: Issued By: Date: _ S 3 2 ON -SITE SEWER/WELL PERMIT APPLICATION Parcel I.D. 020-581-64 Property owner(s) Lorna Ruckel Mailing address P.O. Box 111871, Anchorage, AK 99511 Site address 8501 Paine Road, Anchorage, AK 99516 Day phone Legal description (Sub'd., Block & Lot) Rabbit Creek V&H Block 11 H Lot 10A Legal description (Township, Range & Section) Lot Size 19,688 Sq. Ft. Number of Bedrooms APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (® all that apply) Absorption Field ❑X Initial ❑X Single Family (SF) ❑X Septic Tank ❑X Upgrade ❑ (w/wo ADU) Holding Tank El Renewal ❑ Duplex (D) ❑ Multiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well ❑ Water Storage ❑ THIS APPLICATION INCLUDES A VARIANCE / WAIVER REQUEST FOR: Distance: I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal Codes. i (Signature of property owner or authorized agent) Permit/Rush Fees: _ Waiver Fees: f Date of Payment: Date of Payment: Receipt Number: Receipt Number: Permit No. 0-3p —6- i / 0 Waiver No. Permit App_'- : ,_.,:c UTE E E R I N G August 27, 2024 PO BOX 240773 ANCHORAGE, AK 99524 522-7773 677-7766 (FAX) FORGECIVIL.COM MOA Development Services, On -Site Water & Wastewater Program 4700 Elmore Rd Anchorage, AK 99507 Subject: Rabbit Creek V&H Block 11H Lot 10A — Paine Road Septic system design Dear On -Site Services Engineer: The owner of the above lot needs to replace her trench for a home sale, so we are submitting this permit application for the construction of a new septic system. The attached site plan identifies the location of the home and existing well, as well as the new septic location. No conflicts exist between this proposed system and any other well or septic system, whether on this lot or adjacent lots. The ground surface on the lot slopes fairly uniformly from the front of the lot toward the back, at between 20-25% slopes. Near the back where the septic system will be located is slightly flatter, under 25%. There are no slopes greater than 25% within 50 feet downslope of either the primary or alternate site. Contours are shown on the site plan showing the grade and direction of flow. Stormwater drainage will not impact this septic system. The new trench will be constructed parallel to the slope as much as possible. Wells on this and adjacent lots are shown. The new system will be a minimum of 100' from all wells and surface water, and more than 5' away from the septic tank. Due to the nature of the proposed home sale, we have designed the system using the test hole information on this lot and adjacent lots, including across the street. We have then specified that a new test hole will be dug to confirm consistency of the soils and groundwater levels. We have noted the test holes that we found in the following table. The most conservative perk rate that we found was 30 min/in, and the highest groundwater was 5.5' in October. Our design is based on those criteria. Legal description Depth Perk rate, min/in Groundwater depth and date Paine, Lot 2 11' 16.6 None, 8/2/23 Rabbit Creek V&H, B 11 H L 11 A 12' 20.0 None, 6/29/09 Rabbit Creek V&H, B11H L9A 13' 28.0 12', 7/13/84 Rabbit Creek V&H, B 11 H L 15A 10.5' 13.3 Dry, 7/7/99 Rabbit Creek V&H, B 11 H L 15A 10, 2.6 8.3', 7/6/99 Rabbit Creek V&H, B 11 H L 15A 7' 21.8 5.5', 10/5/99 Please refer to the attached plan and profile pages for the septic design. If this design is followed, there will be no adverse impacts to adjacent properties. Sincerely, Benjamin Schiller, PE RABBIT CREEEKV&H, BLOCK 11H LOT 10A I LOT LOT 15Ai 10' x 20' UTILITY EASEMENT (VAS I 10' UTILITY EASEP,,�ENT CO — MT MT _ • CO_ _ CO _ s.o i MT - _ (2) 40' LONG x 5' WIDE, 6^ TH#1 CO EFFECTIVE DEPTH FS ABSORPTION TRENCHES 16.0 EXISTING SEPTIC SYSTEM TO BE ABANDONED 2C NEW 1000-GAL SEPTIC TANK W/ 20" MANWAY EXISTING FCO • LOT 11A� . LOT SHED 3-BDRM HOME f LOT 10A UJ Co t i r z EXISTING WELL F_ I W/ 100' RADIUS GE PAINS ROAD E N 6I N EENING A.Of a�\\\ti LEGEND „%p•••' t+ CO - CLEANOUT j �49 TM *��j SEPTIC PLAN 2C0 -DOUBLE CLEANOUT N FCO - FOUNDATION CLEANOUT FS - FLOW SPLITTER VALVE Schiller /� MH - MANHOLE 592 ��0 30 60 MT - MONITORING TUBE o...•.`��/ FEET � ROfESS10N��' 1 "=30' SV - SEPTIC VENT TH - TEST HOLE RABBIT CREEEK V&H, BLOCK 11H LOT 10A DESIGN FACTORS: SYSTEM REQUIREMENTS: 450 GPD PEAK FLOW 5' WIDE TRENCH SYSTEM PERK RATE: 1.8 MIN/IN 1000-GAL SEPTIC TANK W/ 20" MANWAY APPLICATION RATE: 1.2 GPD/SF 450 GPD / 1.2 GPD/SF / 5' WIDE * 1.0 RED FACTOR [6" DEEP] = 75 LF TRENCH REQUIRED (80 LF SPECIFIED) BOTTOM OF TRENCH: 0.0' FROM GRADE FLOW LINE ELEVATION: 0.5' ABOVE GRADE BOTTOM OF SAND LAYER: 2.5' BELOW GRADE PROVIDE ADDITIONAL FILL TO ACCOUNT FOR SETTLEMENT GEOTEXTILE FABRIC 2' �- _ _;;.__ &FOAM INSULATION 3:1 SIDE SLOPES 4" PERFORATED PVC (HOLES DOWN) 2'-6" 1 1 --- DRAINFIELD ROCK MOA-APPROVED SAND TO GM LAYER 5' E E N G �-- E 0. 1 N G TYPICAL TRENCH SECTION A�� (NO SCALE)"'� l�1 NOTES: *� 7H •* / 1. GRADE AREA OVER TRENCH TO DRAIN AWAY 2. PROVIDE 3' OF COVER OVER TRENCHES AND 4' OVER SEPTIC TANK, OR 2' • •ja •"' Schiller WITH 2" OF INSULATION ,,f 9F•• BenCE 12592j 3. CHECK GROUNDWATER AT TIME OF CONSTRUCTION. IF LEVEL IS HIGHER �`,iF�5/13124 FppROFESSIONP��Aw THAN PREVIOUSLY OBSERVED, CALL ENGINEER IMMEDIATELY SOILS LOG AND PERCOLATION TEST E N G I NEE R I �-- LEGAL DESCRIPTION: RABBIT CREEK V&H BIIH LIOA PERFORMED FOR: MARK MASLEY DATE: 7/9/24 PARCEL ID#: 020-581-64 DEPTH TEST HOLE 1 (feet) 12 13 14 15 16 17 18 19 NO WAS WATER ENCOUNTERED? IF YES @ WHAT DEPTH? 7. 0' DEPTH TO WATER AFTER MONITORING 7/16/24 DATE OF MONITORING DATE READING START TIME NET TIME (MINUTES) DEPTH To WATER NET DROP INCHES) (INCHES) 7/9/24 1 11:05 6:15 1 0 7 0 6 0 2 11:12 7:48 1 6 7 0 6 -s 3 11:21 8:24 1160 7 0 6 - 4 11:31 9:44 116 7 16 6 16 5 11:41 10:00 1 10 611 516 6 11:52 10:00 1 10 610 510 PERCOLATION RATE: 1.8 (MIN/INCH) COMMENTS: USCS SOIL CLASSIFICATION WAS VISUALLY DETERMINED SITE PLAN TECHNICIAN: M. JAKUBISIN 8510X L0t l5A I Lot 7A 10' x 20' Utility Easement Lot llA N89°29`49"E 92.14 PAINE ROAD 8036 - LS SCALE: 1"= 40' EASEMENTS OF RECORD, OTHER THAN THOSE SHOWN ON THE RECORDED PLAT ARE NOT SHOWN HEREON UNLESS OTHERWISE NOTED. ''AC®Li;,ngisitif;-g FB 24-1, pg 24 BE iiiE ____I Note: Surface features may be omitted due to snow and ice at the time of this survey. AS-BUILT NO CORNERS SET THIS DATE I hereby certfty that I have performed a Mortgagee`s inspection inaccordancewthASPLLBTstatnod£,rd3:8thckfo##g described property: RABBIT CREEK VIEW & HEIGHTS SUBDIVISION Anchorage Recording Precinct, Alaska, and that the improvements situated thereon are within the property lines and do not overlap or enoroach on the property lying adjacent thereto, that ro improvements on the 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 25th dayof APRIL ,2024. 907-248-1666 FRED WALATRA & ASSOCIATES, L.L.C. Engineers and Surveyors This drawing is a representation Of conditions found at the time the mortgage location survey was performed. This document does not constltuto a boundary survey and is subject to any inaccuracies that a subsequent boundary survey may disclose. The infomation contained on this drawing shall not be used to establish any fence. structure or other improvements. This drawing shall only be used for a single property transaction. Use of this drawing by the original client or by others at a later date without the consent of Elizabeth L. Walatka is a violation of Federal Copyright law, Unless gross negligence is discovered, the liability extent of the preparer is limited to the amount of fees collected for services in preparation of this product. P.O. BOX 6650 ANCHORAGE, ALASKA 99502-0650 (907) 264-4111 TONY KNO WLES, MAYOR DEPARTMENT OF HEALTH & HUMAN SERVICES e September 27, 1985 Mr. Neil Wagner Box 10-1144 Anchorage, AK 99511 Re: L10 B11 Rabbit Creek Heights Dear Mr. Wagner, It has recently come to our attention that your single family dwelling has been remodeled into a duplex. Your on -site septic and well permit, #810130, from the Municipality is approved for only a single family, 3-bedroom dwelling. You need to contact Steven Eng at the State Department of Environmental Conservation within five working days of receipt of this letter and apply for a permit to operate a Class C well and septic system. You also are required to cease and desist furnishing water to the adjacent pro- perty of Richard Wiley Dickins at L13 B11 Rabbit Creek Heights Subdivision imme- diately. The Dickins has no proper sewage disposal system for the water. If you have any questions, call me at 264-4721. Sincerely, Stacy Thompson ST1/dEH5 cc: Steve Eng 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 K1 1\1,4L 30A&N1FQ_ PHON PQ7-5 MAILING ADDRESS A Fil? Pi cA LEGAL DESCRIPTION ko-F 104 2AF,6,7- cktFel< Y�14 ff 7— LOCATION On NO. OF BEDROOMS DISTANCE TO: Well T I / C) Absorption area Dwellin ga.�� PERMIT NO. 10 R !� V - �_ 2 CL < Manufacturer (9 P, Material No. of compartmen'�_' 7., Uj �_ je ;c_ IF Liq. capacity in gallons IF HOMEMADE- -1 Inside length Width Liquid depth DISTANCE TO: Well Dwelling PERMIT NO. OZ< r Manufacturer Material Liquid capacity in gallons C) i DISTANCE T: SO Well I Ll Foundation Nearest loxli PERMIT-N7.,, 113 = -S _j L 2 No. of lines Length of eac in Total length pflines Trench width Distance between lines z Uj inches Top the to finish Material beneath the Total of grade 7_ P effective absorption area Ile _///c 43 Length Width Depth PERMIT NO. Uj a < l'- Type of crib Crib diameter Crib depth Total effective absorption area 0- a: Uj UJI w DISTANCE TO: Well Building foundation Nearest lot line Class Depth Driller Distance to lot line PERMIT NO. ul 3: DISTANCE TO: Building foundation Sewer line Septic tank Absorption area(s) OTHER PIPE MATERIALS C-1 F_ SOIL TEST RATING I go INSTALLER A 12-T F_ x C_ REMARKS I%lk- I CJ0, 4 9 LH w e see N . 222 ; 7 JUNE 25, 197L era rA I APPROVED DATE LEGAL 72-013 (Rev. 3/78f DEPARTMENT ` wr HEALTH !-li'.(D ENVIRONMENTAL YROTECTION _=c "L� STREET, ANCHORAGE, AK. 99501 264-.9 20 L"l r" 1L. I.. 5=! 04 9=1 f-) 9°-4 -- ' =° 1 -T IE Fe Lam° Lam- - ' r °I T -F PERMIT NO. < 810130 APPLICANT NE I L S WAGNER PO BOX 10-1144 24-4:2e= 9 LOCATION PA I NE RD LEGAL L:i O E•`? i RABBIT CREEK HEIGHTS LOT SIZE 20000 SQUARE FEET TYPE OF SOIL ABSORPTION SYSTEM IS: TRENCH MA:-, I M1_ N NUMBER + iF BEC:'ROOMS, - _ SOIL RATING SO FT/BR = 240 THE REQUIRED SIZE OF THE SOIL ABSORPTION SYSTEM I S, : THE LENGTH DIMENSION IS THE LENGTH (IN FEET OF THE TRENCH OR DRA I NF i ELD. THE DEPTH OF A TRENCH OR P i T IS THE DISTANCE BETWEEN THE SURFACE OF THE GROUND Ih• D AND THE BOTTOM OF THE EXCAVATION 0 N FEET) . THERE IS NO SET WIDTH FOR TRENCHES. THE GRAVEL DEPTH IS THE MINIMUM DEPTH OF GRAVEL BETWEEN THE � �UTFALL PIPE AND THE BOTTOM OF THE EXCAVATION (IN FEET) . PERMIT APPLICANT HAS THE RESPONSIBILITY T� � INFORM THIS, DEPARTMENT DURING THE INSTALLATION INSPECTIONS OF ri!'•dY WELL_, ADJACENT CENT TO THIS PROPERTY AND THE NUMBER OF RESIDENCES THAT THE WELL WILL SERVE. — _.._ — -F P-41 q::a < 2 - T 01 ° 1=1 THE 12 -T- L n_o k9 AN i g FQ En Lam° ERE 9_ u q_g I F_' =- E> — — — BAC KF I LL I p• G OF ANY SYSTEM WITHOUT FINAL INSPECTION -AND APPROVAL BY THIS DEPARTMENT WILL BE SUBJECT Ti i PROSECUTION. MINIMUM DISTANCE BETWEEN A WELL AND ANY ON -SITE SEWAGE DISPOSAL SYSTEM IS 100 FEET FOR A PRIVATE WELL OR 150 TO 200 FEET FROM A PUBLIC WELL DEPENDING UPON THE TYPE OF PUBLIC C: WELL. MINIMUM DISTANCE FROM A PRIVATE WELL TO A PRIVATE _.EWER LINE IS 25 FEET AND T� � A COMMUNITY SEWER LINE IS 75 FEET. WELL LOGS. ARE REQUIRED AND MUST BE RETURNED TO THE DEPARTMENT WITHIN 30 DAYS OF THE WELL COMPLETION. OTHER REQUIREMENTS MAY APPLY. SPECIFICATIONS AND CONSTRUCTION DIAGRAMS ARE AVAILABLE TO INSURE PROPER INSTALLATION. I CERTIFY THAT 1: I AN FAMILIAR WITH THE REQUIREMENTS FOR ON -SITE SEWERS AND WELLS AS SET FORTH BY THE MUNICIPALITY OF ANCHORAGE. _ . I WILL INSTALL STALL THE SYSTEM IN ACCORDANCE IRC:'HL' CE WITH THE CODES. DES. _ : I UNDERSTAND STt=1P' D THAT THE CAN -SITE SEWER SYSTEM MAY REQUIRE ENLARGEMENT IF THE RESIDENCE IS REMODELED TO INCLUDE MORE THAN _ BEDROOMS. SIGNED APPLICANT NE I L SWAGNER vo ISSUEBY ��=✓' �f, :eP.�, - YC:�f1TE_ ` _ _ _ _ V4. 0 ` p�nCO��IDw �s�I nobrr� n�:d^ll na�o cer[ocwrl 7/ 110, u] i� Creek (sec backfor test )�oL, io'u�ion> � O 2 ------ ------- ------ ----- ------ 8;owu^ �*ilty gravel vich.snmc swo 2 U � ! ecc r p ��e = 225 ^~ pebbLes increase l iocb robbles fin("- fr�r -ln �.`.c �o -lZ �`�fin("- 'rarcl cicanwr (less to t xu� )ubbL,!s lar(jer ------'------------------- �tal Depth = l8 fu'`t � vm,cr �abla e 'uun�ece� \ Z RC RATE FROM SOILS lIxG Net rime minu�o 2 240 [t. /bdrm. mnrr`ns17, r,,r�,�,rc�_��u�Z"=__°~----i CHUGIAK, ALASKA �, �� KODIAK, ALASKA 688-3199 ,4 MUNICIPALI T4W ftfgORAGE P DENT. OF HEALTH & SDRILLING COi' ENVIRONMENTAL Pi:OTECTION WE SERVE ALL ALASKA AUG 4 1981 POST OFFICE BOX 42 - CHUGIAK, ALASKA 99567 R E C E I `/ E h OWNEROF LAND....................................................................................... ADDRESS......................................................................}................................. WELL — SITE ............................................... iRxr�� .. ...!!..� R.�c... :' DATE— STARTED...................................................................................... DATE— ENDED........................................................................................... KIND OF FORMATION: FROM...................... FT. TO ...................... FT.................................... FROM...................... FT. TO ...................... FT.................................... FROM...................... FT. TO ...................... FT.................................... FROM...................... FT. TO ...................... FT.................................... FROM...................... FT. TO ...................... FT.................................... FROM...................... FT. TO ...................... FT.................................... FROM...................... FT. TO ...................... FT.................................... FROM...................... FT. TO ...................... FT..................................... FROM...................... FT. TO ...................... FT.................................... FROM...................... FT. TO ...................... FT.................................... FROM...................... FT. TO ...................... FT.................................... FROM...................... FT. TO ...................... FT.................................... MISCL. INFORMATION: DEPTHOF WELL....................................................................................... STATIC LEVEL OF WATER FT................................................................. DRAWDOWN FT........................................................................................ GALS. PER HR........................................................................................... KINDOF CASING...................................................................................... FROM....................... FT. TO ....................... FT.................................. FROM....................... FT. TO ........................ FT................................. FROM....................... FT. TO ........................ FT................................. FROM....................... FT. TO ........................ FT................................. FROM....................... FT. TO ........................ FT................................. FROM....................... FT. TO ........................ FT................................. FROM....................... FT. TO ........................ FT................................. FROM....................... FT. TO ........................ FT................................. FROM....................... FT. TO ........................ FT................................. FROM....................... FT. TO ........................ FT................................. FROM....................... FT. TO ....................... FT.................................. FROM....................... FT. TO ........................ FT................................. DRILLER'S NAME................................................................................................................... cs�Y L \CQ- V {E, (�,+�-� •'" INSPECTION APPOINTMENTS, DATE RECEIVi D Ifi�rf)r,[p,�� r � �' a. 'K k r �+ 1 �r TIME TIME a,r �, '' TIME 1 DATE C1 DATE' �r �A DATE J' '-� �( �� - ( I ) - - n-, INSPECTO(� IIN T INSPECTOR f MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTEC'lf(IM NICIPALITY OF CH 'na&A 825 L Street - Anchorage, Alaska 99501 DEPT. OF H' . • i • ENVIRONMENTA j' .OTECTIOI� ENVIRONMENTAL SANITATION DIVISION _ Telephone 264-4720 OCT J 0 1 REQUEST FOR APPROVAL OF INDIVIDUAL WATER AND TFfCHVEED DIRECTIONS: Complete all parts on page 1. Incomplete requests will not be processed. Please allow ten (10) days for processing. 1. PROPERTY OB ' � 6VaC m� PHONE ,1777Z6 MAILING DRESS Z*!;61 9 PROPERTY RESIDENT (If different f om above) PHONE 2. BUYER PHONE MAILING ADDRESS 3. LENDING INSTITUTION PHONE MAILING A DRESSr jl 4. REALTOR/AGENT PHONE MAILING ADDRESS 5. LEGAL DES RIP`a1 I STREET LOCCAGTIO 6. TYPE OF RESIDENCE NUMBER OF,BEDROOMS SINGLE FAMILY ❑ One ❑ Four ❑ Other ❑ Two ❑ Five ❑ MULTIPLE FAMILY Three ❑ Six 7. WATE PPLY INDIVIDUAL* * ATTACH WELL LOG. A well log is required for all -wells drilled ❑ COMMUNITY since June 1975. For wells drilled prior to that date, give well ❑ PUBLIC UTILITY depth (attach log if available:) 8. SEWAGE DISPOSAL SYSTEM XINDIVIDUAL/ON-SITE** �� YEAR ON -SITE SYSTEM WAS INSTALLED. ❑ PUBLIC UTI LITY NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED. 72-010 (Rev. 6/79) !%• C M Suite #3 a 99503 February 12, 1982 Neil Wagner P.O. Box 10-1044 Anchorage, Alaska 99511 RE: Well and septic inspection. Lot 10 Block 11 Rabbit Creek Heights Dear Mr. Wagner: As per your request, I have inspected the well and the septic system on the above referenced property, and find the well to be installed in accordance with Municipal Standards, at least 100' from the septic system. The septic system has a total of 5-4" standpipe cleanouts installed and capped with air tight caps. If I can be of any further assistance, please do not hesitate to call. Respectfully, Wayne H. derson, P.E. WH:zc-p PENINSULA ENGINEERING December 17, 1981 Neil Wagner P.O. box 10-1044 Anchorage, Alaska 99511 RE: Water Analysis Lot 10, Block 11, Rabbit Creek Heights Dear Mr. Wagner: As per your request, I have taken a sample of the drinking water from the above property well supply and had it tested to Municipality standards. A copy of the analysis is attached and the water appears satisfactory. Sincerely, �rK Wayne Hnde son, P.E. �3 WH:sa Attachment m 00 49 ®00000000 000000 O �0 000 0000 OCi _O 00 00000` o B. W JNE hIE?;0.RSON C'� vp P.Q. BOX 2800 0 SOLDOTNA, ALASKA 99669 0 262-9637