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HomeMy WebLinkAboutECHO HILLS BLK 1 LT 6Onsite File Echo H11911S s PM � s � MUNICIPALITY OF ANCHORAGE On -Site Water & Wastewater Program poBox 1oo*eo 4rooElmore Road Anchorage, Alaska ay519-6V5o Phone: ocw Fax: (y07)amo-reo7 hup:m^m^wmunLnrg/onnite Permit Number: OSP221201 Work Type: VVaU8ephcRenewo! Tax Code Number: 04208126000 Site Legal Address: ECHO HILLS BLK 1 L 8 G:3143 Site Mailing Address: 14g35CANYON RD, Anchorage 1Jvvnmr: KDRNKXESSER MARC & Design Engineer: PANNONEENGINEERING SERVICES This permit iafor the construction of: Effective Date: Expiration Date: Lot Size in Sq Ft: S/21/2022 O/21/2O23 41600 3 �Disposal Field 10 Septic Tank EJHolding Tank 171 Privy private Well Water Storage All construction shall beinaccordance with: 1. The attached approvedd 2. All requirements specified in Anchorage Municipal code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations (1D/AC72)and Drinking Water Regulations (18AAC8D) 3. The wastewater code requires inspections during the installation. The engineer shall notifythe Development Services Department per AMC 15.S5.Provide notification b calling 4/`. 4. FronnOoh)ber15toAprU15.asubuu�ooeooUuboorp�nna' tem ``nr' n��pu��on`�' freezing weather ehaUbaei(her ' ��during' a. Opened and Closed onthe same day, or U. Covered, sealed, and heated boprevent freezing ' � Special Provisions: Asection drawing shall bepnzvdedwdhthe inopecUonnapmr�reoonddrawings todocument � final grading associated vv/ththe slope waiver (sheet ^of4). �. f, n'\ , / �'(\ +r "�"o_��,� > ~~- \ . v��`` Received By: Issued By: Date: Date: �%A_UNMPAUTY 40F ANCHORAGE Community Development Department fi Phone: 907-343-7904 Development Services Division Fax: 907-343-7997 On -Site Water & Wastewater Program ON-SITE SEWER/WELL PERMIT APPLICATION Parcel I.D. 042-091-26 Property owner(s) Marc Kornmesser & Valerie Waldrop Day phone Mailing address 8446 Cormcrant Cove Cir., Anchorage, AK 99507 Site address NSN Canyon Road Legal description (Sub'd., Block & Lot) Echo Hills, Block 1, Lot 6 Legal description (Township, Range & Section) Lot Size 41,600 Sq. Ft. Number of Bedrooms 3 APPLICATION IS FOR: , APPLICATION IS AN: TYPE OF.DWELLING: (® all that apply) Absorption Field ❑X Initial ❑ Single Family (SF) ❑X (w/wo ADU) Septic Tank ❑X Upgrade F-1Duplex (D) El Holding Tank ❑ Renewal x❑ Multiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well ❑X 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. (Signature of property owner or authorized agent) Permit/Rush Fees: �`� 5 Waiver Fees: Date of Payment: r0 `(3 ' ZZ Date of Payment: Receipt Number: D Y7 0 1 G Receipt Number: Permit No. OSP12c? 1 1�0 1 Waiver No. Permit App__'- : .....:c 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 Permit Number: OSP201417 Work Type: WellSeptic Renewal Tax Code Number: 04209126000 Site Legal Address: ECHO HILLS BLK 1 LT 6 G:3143 Site Mailing Address: 14935 CANYON RD, Anchorage Owner: KORNMESSER MARC & Design Engineer: PANNONE ENGINEERING SERVICES 10 Disposal Field 10 Septic Tank El Holding Tank 0 Privy S' Effective Date: 10/7/2020 Expiration Date: 10/7/2021 Lot Size in Sq Ft: 41600 Total Bedrooms: 3 0 Private Well El 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 section drawing shall be provided with the inspection reporttrecord drawings to document final grading associated with the slope waiver (sheet 2 of 4). Received B Issued By: Date: 16 h/u'i Date: CI L -I TY OF ANCHORAGE Development Services Department \�., f% Phone: 907-343-7904 On -Site Water & Wastewater Section Fax: 907-343-7997 ON-SITE SEPTIC/WELL PERMIT APPLICATION Parcel I.D. 04209126000 Property owner(s) Mark Swank Day phone Mailing address 14935 Canyon Rd Anch Site address 14935 Canyon Rd Anch Ak 99516 Legal description (Sub'd., Block & Lot) Echo Hills 131 L6 Legal description (Township, Range & Section) Lot Size 41600 Sq. Ft. Number of Bedrooms 3 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (Z all that apply) Absorption Field F-� Initial ❑ Single Family (SF) ❑ (w/wo ADU) x Septic Tank ❑ Upgrade ❑ Duplex (D) ❑ Holding Tank ❑ Renewal ❑ Multiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well ❑ Water Storage ❑ THIS APPLICATION INCLUDES A WAIVER REQUEST FOR: Distance: I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal Codes. (Signature of property owner or authorized agent) 0�= 7 �U - 1) Permit/Rush Fees: I D Waiver Fees: Date of Payment: © — Date of Payment: Receipt Number: dd $1 76 Receipt Number: Permit No. 0 1 rI Waiver No. G1Development Services\Building Safety\On Site Water and Wastewater\Forms\Client Forms\Permit Application.doc MUNICIPALITY OF ANCHORAGE On -Site Water & Wastewater Program PO Box 196650 4700 (more Road Anchorage, Alaska 99519-6650 Phone: (907) 343-7904- Fax: (09,37) 343-7997 11t vlAwmr. niunl:.oralor site On -Site Water & Wastewater System Permit Permit Number: OSPI91339 Effective Date: 8/14/2019 Work Type: 'Ale-IlSeptic Initial Expiration Date: 8113/2020 Tax Code Number: 04209126000 Site Legal Address: ECHO HILLS BLK I LT 6 G,3143 Site Mailing Address: 14935 CANYON RD, Anchorage Owner: KORNMESSER MARC & Lot Size in Sq Ft: 41600 Design Engineer: PANNONE ENGINEERING SERVICES Total Bedrooms: 3 This permit is for the construction of: Z Disposal Field RJ Septic Tank El Holding Tank R Privy FV1 Private Well Cl 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 (2417). 4. From October 15 to April 115, 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 section drawing shall be provided with the inspection report/record drawings to document final grading associated with the slope waiver (sheet 2 of 4). Received By: Date: Issued By., Date: cl� ilI 6MMMM =111, P.O. Box 196650 ® 4700 Eltnore Road Anchorage, Alaska 99519-6650 0 (907) 343-7904 ® Fax (907) 343-7997 http://www.muni.org/Onsite Development Services Department On -Site Water and Wastewater Section x x x VARIANCE/WAIVER REVIEW x x x x Waiver#: OSV191065 COSA#: Permit#:OSP191339 PID#: 042-091-26 Legal Description: Echo Hills Block 1 Lot 6 Engineer: Pannone Engineering Services Applicant: Marc Kornmesser & Valerie Waldrop Your request for a waiver of the required 50 feet horizontal separation from the absorption field to the excessive slope has been approved. The approved separation distance is 0.0 feet. See engineer's waiver request and profile drawing for justifications. This waiver approval applies to the proposed absorption field only. Any future upgrade to the on-site wastewater disposal system will require all separation distances be met or another approval from this department. z t t t t t t t t t t It t t t t t t t t t t e t t t t t t t t t t t t t t t t t t t t t t t t t t t t t t t t t t t t t t t t t t t t t t t t t t t t t t Waiver is Granted: X Waiver is not Granted: Date: U If � ! I Approved by: Name of Reviewer s ■ ■ It t ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ e t ■ t ■ ■ ■ ■ ■ ■ s ■ ■ ■ ■ ■ ■ ■ t ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ t ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ r ■ ■ ■ ■ t ■ **** VARIAN C EMAIVE R REVIEW **** MUNICIPALITY of ANCHORAGE Community Development Department, Phone: 907-343-7904 Development Services Division Fax: 907-343-7997 On -Site Water & Wastewater Program ON-SITE SEWER/WELL PERMIT APPLICATION Parcel I.D. 042-091-26 Property owner(s) Marc Kornmesser & Valerie Waldrop Day phone Mailing address 8446 Cormcrant Cove Cir., Anchorage, AK 99507 Site address NSN Canyon Road Legal description (Sub'd., Block & Lot) Echo Hills, Block 1, Lot 6 Legal description (Township, Range & Section) Lot Size 41,600 Sq. Ft. Number of Bedrooms 3 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (N all that apply) Absorption Field ❑x Initial FE Single Family (SF) ❑X (w/wo AD U) Septic Tank RUpgrade F1Duplex (D) El Holding Tank ❑ Renewal ❑ Multiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well 0 Water Storage ❑ THIS APPLICATION INCLUDES A VARIANCE I WAIVER REQUEST FOR: I Distance to slope >25% Distance: 0 I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal Codes. (Signature of property owner or authorized Permit/Rush Fees: ?Z_ Waiver Fees: a2,5,!5 Date of Payment: g�Jr�i� ! Date of Payment: Receipt Number: Receipt Number: Permit No. 135101rlg133q Waiver No. 'as V191(J&5 Permit App_-'-:. Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP191339, Rebecca Carroll, 08/14/19 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP191339, Rebecca Carroll, 08/14/19 LOT !! NO WELLS ISI I � 1 Z c'/ i 1 \ O \ 1 1 \ 20 � I 1 WELL (E) VACANT OR SEPTICS 1• I 1 WELL (P), l I ^ 1 SECTION\ TH` 1 DESIGN PARAMETERS PRIMARY/ RESERVE SEPTIC SYSTEM NO. BEDROOM: 3(450 gpd) �. TANK SIZE: 1500g ADVANTEX W/ AX20 POD PERC RATE: 2 MPI \� SOIL RATING: 6 GPD/SF AREA ROD: 75 SF SYS. TYPE: WIDE TRENCH 0.5' ED MIN LENGTH: 15 LF USE: 15LFx5'WxO.5' E.D., 1.0' TD TOTAL AREA: 75 SF �L W J =a 1 m LOT VACANT NO WELLS OR SEPTICS Z7 1 5LOT VACANT 1 NO WELLS OR SEPTICS TH-2 all fl N PRIMARY /RESERVE DRAINFIELD (P) \S ` ` 15LF x 5'W x 0.5'ED x 1.0'TD 11 INSTALL ±1.0' SAND AS NECESSARY TO MAINTAIN 3.0' VERTICAL SEPARATION SECTION \ TO BEDROCK I INSTALL CO AND MT AT E IF LESS RIGID I TOPS01 1 `I 1,500g ADVANTEX (P) WITH AUXILIARY PUMP V 1 I INSTALL FCO ` LOT VACANT ` NO WELLS OR SEPTICS ABBREVIATIONS TH TEST HOLE (P) PROPOSED (E) EXISTING CO CLEAN OUT NO. MT MONITOR TUBE NO. TYP TYPICAL Vi NOTES: l�I1 PriOM ENG SVC, C, LLL CHANGE ORDER P.O. BOX 100217 ANCHORAGE, AK 99510 DRAWN BY: PHONE (907) 272-8218 FAX (907) 272-8211 DRM WILLOWRIDGE CONSTRUCTION ECHO HILLS, BLOCK 1, LOT 6 CANYON ROAD PLAN ANCHORAGE, AK 99516 ACH END THAN 3' OF COVER INSTALL NSULATION L AND SEED MOUND "5'CONTOUR INTERVALS W WATER LINE / WELL RADIUS SS NEW SEPTIC ® �P�� of A�'�ot 0 > 49 THS Steven I�. •P'annone �F CE 8149 �2 Dote 6/16/2022 Scale I"=50' P.I.D. NO 042-091-2r, PERMIT NO Sheet 1 OF 4 SPECIAL PROVISIONS TO SPECIFICATIONS 1. SCOPE AND SPECIFICATIONS: 1.1. ALL CONSTRUCTION SHALL BE INSTALLED AS SPECIFIED IN THE MOST CURRENT EDITION OF THE MOA COMPONENT PARTS AND MATERIALS USED IN CONSTRUCTION OF ON-SITE WASTEWATER DISPOSAL SYSTEMS AND AND IN ACCORDANCE WITH AMC 15.65 AND 15.55. 1.2. CONTRACTED WORK WILL BE IN COMPLIANCE WITH MUNICIPALITY OF ANCHORAGE STANDARD SPECIFICATIONS (MASS) DIVISION 10 & DIVISION 20 AS APPROPRIATE. 1.3. SCOPE OF WORK: INSTALL NEW 15008 ADVANTEX TANK WITH AX20 POD, AND SOIL ABSORPTION SYSTEM. INSTALL WELL 1.4. GROUNDWATER WAS NOT ENCOUNTERED TO A DEPTH OF 4 FEET BELOW EXISTING GRADE AS EVIDENCED BY THE SURROUNDING SOIL TEST HOLES. IF AN APPARENT WATER TABLE IS OBSERVED IN ANY OF THE EXCAVATIONS LESS THAN 4 FEET BELOW EXISTING GRADE NOTIFY THE ENGINEER IMMEDIATELY. 1.5. STRUCTURES DEPICTED ON THE SITE PLAN ARE BASED UPON ONE OF THE FOLLOWING: CONCEPTUAL PLOT PLAN DEVELOPED BY OWNER; A PLOT PLAN DEVELOPED BY RLS; OR A SURVEY AS -BUILT. 2. CONSTRUCTION SPECIFICATIONS: 2.1. ALL EXCAVATION DEPTHS ARE ADVISORY. THEY ARE TO BE VERIFIED AND MAY BE MODIFIED BY THE ENGINEER IF ACTUAL FIELD CONDITIONS VARY FROM THOSE USED TO PREPARE THE DESIGN 2.2. EXCAVATE THE DRAIN FIELD. BOTTOM OF EXCAVATION SHALL BE LEVEL AND SCARIFIED. RECORD ELEVATIONS AT BEGINNING, MIDDLE AND END OF TRENCH BOTTOM. CONSTRUCTION EQUIPMENT SHALL NOT OPERATE ON THE FLOOR OF THE EXCAVATION. ANY MATERIAL COMPACTED BY THE OPERATION OF THE CONSTRUCTION EQUIPMENT SHALL BE REMOVED AND REPLACED WITH UNCOMPACTED MATERIAL. 2.3. PLACE THE SEWER ROCK TO THE SPECIFIED DEPTHS. DO NOT CONTAMINATE SEWER ROCK WITH NATIVE MATERIAL OR SPOILS FROM EXCAVATION. LEVEL ROCK SURFACE TO ti" PRIOR TO INSTALLING THE PERFORATED PIPE. 2.4. ALL PIPE SHALL BE PVC CONFORMING TO ASTM D3034 OR ENGINEER APPROVED EQUAL. MINIMUM SOIL COVER SHALL BE 3 FEET OVER THE PIPE AND 4 FEET OVER THE SEPTIC TANK. ONE INCH OF INSULATION MAY BE SUBSTITUTED FOR 1 FOOT OF SOIL COVER. 2.5. ALL INSULATION SHALL BE 2" THICK DOW HI -40 INSULBOARD OR ENGINEER APPROVED EQUAL. CENTER INSULBOARD WIDTH OVER SEPTIC TANK OR LINES. 2.6. GEOTEXTILE SHALL BE MIRAFI 140S OR ENGINEER APPROVED EQUAL. LAP ALL JOINTS 2 FEET MINIMUM. 2.7. COVER THE DISTRIBUTION PIPE WITH A MINIMUM OF 2" OF SEWER ROCK AND COVER WITH GEOTEXTILE BEFORE PLACING INSULATION AND BACKFILL. 2.8. MATERIAL USED AS FILL SHALL BE CLEAN AND FREE OF ORGANICS, TRASH AND CONSTRUCTION ,DEBRIS. 2.9. SLOPE ALL FILL MATERIAL TO DRAIN AT 2% MINIMUM SLOPE AND 3:1 MAXIMUM SLOPE AND IN SUCH A MANNER THAT PONDING AT OR NEAR THE DRAIN FIELD DOES NOT OCCUR. THE FILL SHALL BE LEFT AT 6" HIGHER THAN SHOWN TO ALLOW FOR SETTLEMENT. SEED SURFACE AFTER COMPLETING INSTALLATION AS PER MOA CODE. 2.10. RECORD THE FINISH GROUND ELEVATION OVER THE BEGINNING, MIDDLE AND END OF SYSTEM. 2.11. MAINTAIN 5' SEPARATION BETWEEN PERCOLATION HOLE AND THE DRAIN FIELD TRENCH. 2.12. EXPOSE, PUMP AND FILL LOG DISPOSAL CRIB OR CONCRETE TANK WITH SOIL TO ABANDON IAW WITH MOA CODE IF NEEDED. 3. CONTRACTOR RESPONSIBILITIES: 3.1. THE CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH THE SITE CONDITIONS AND LOCATIONS OF ALL LOT LINES, EASEMENTS, WELLS (E & P), SEPTIC SYSTEMS (E & P) AND SHALL MEET MINIMUM SEPARATION DISTANCES OR AS NOTED. 3.2. THE CONTRACTOR (BOTH WELL AND SEPTIC SYSTEM CONTRACTORS) SHALL HAVE ANY WELL LOCATION AND SEPTIC LOCATION STAKED AND ANY LOT LINE AND WELL RADIUS SHOWN ON THE PLAN WITHIN 30 FEET OF THE PROPOSED SYSTEM STAKED BY A REGISTERED LAND SURVEYOR BEFORE STARTING THE WORK. 3.3. THE CONTRACTOR IS RESPONSIBLE FOR ALL R.O.W. AND OTHER REQUIRED PERMITS, OTHER THAN THE ATTACHED. 3.4. THE CONTRACTOR SHALL CALL FOR LOCATING OF ALL BURIED UTILITIES. 3.5. THE CONTRACTOR SHALL PROVIDE 24 HOUR NOTICE TO THE ENGINEER PRIOR TO START OF WORK. ALL SURVEYING AND LOCATES SHALL BE IN PLACE PRIOR TO NOTIFYING THE ENGINEER. 3.6. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCY BETWEEN THE APPROVED DRAWINGS AND SITE CONDITIONS/LIMITATIONS POTENTIALLY CAUSING THE NEED TO MODIFY THE DESIGN. 3.7. AT THE COMPLETION OF THE WORK, THE CONTRACTOR SHALL SUBMIT RED -LINE AS -BUILT DRAWINGS TO THE ENGINEER. THE RED -LINES SHALL INCLUDE PIPE LENGTHS, ORIGINAL GROUND ELEVATIONS, PIPE ELEVATIONS, AND TANK ELEVATIONS. 3.8. THE CONTRACTOR SHALL PROVIDE PHOTOGRAPHS OF THE SYSTEM INSTALLATION TO INCLUDE BOTTOM OF EXCAVATION, TOP OF PIPE WITH CLEAN -OUTS AND MONITOR TUBES INSTALLED, INSTALLED TANK AND FINAL GRADING. 4. THE CONTRACTOR SHALL SIGN THE FOLLOWING: I CERTIFY THAT ALL WORK WILL BE PERFORMED IN ACCORDANCE WITH THE APPROVED PERMIT, AND ANY AND ALL CHANGE ORDERS, AND THAT THE AS -BUILT REDLINES ARE TRUE AND ACCURATE REPRESENTATION OF THE PROJECT AS CONSTRUCTED. CONTRACTOR: BY: W_�k Date CHANGE ORDER rt91'tll'VONE ENG S_ v C� L—LC ���OF A���e� 6/16/2022 P.O. BOX 100217 ANCHORAGE, AK 99510 'qS �� PHONE (907) 272-8218 FAX (907) 272-8211 ��g�Py�� Scale DRAWN BY:: 49 TH ,� �o NTS DRM ... ... .... P.I.D. NO WILLOWRIDGE CONSTRUCTION -091-26 ECHO HILLS, BLOCK 1, LOT 6 even Pannone PERMIT N0. CANYON ROAD �� CE 8149 \��®a OspXXXXXX PLAN ANCHORAGE, AK 99516 ���9%jD oFESS10-* sheet 3 OF 4 1 — 2- 3- 4 — 5 — 6- 7 — 8 — 9 — 10 — 11 — 12 — 13 — 14 — 15 — 16 — 17 — 18 — 19 — 20 — 21 — TEST HOLE 2 OR ORGANICS GM I SILTY GRAVEL BOH/ BR DATE PERFORMED: 6/9/2022 SOILS LOG - PERCOLATION TEST SLOPE WAS GROUND WATER ENCOUNTERED? N IF YES, AT WHAT ,.DEPTH? -DRY DEPTH TO WATER AFTER MONITORING? -DRY DATE: 06/16/2022 1 TH-2 i SLOPE TH X READING DATE CLOCK NET TIME WATERTIME LEVEL READING NET DROP 1 6/13/19 1:05 --- 4.12 2 1:20:48 15.8 MIN 10:12 6.00 3 1:21 --- 4.12 — 4 1:31 10 MIN 7.90 3.78 5 1:31 --- 4.12 — 6 1:41 10 MIN 7.78 3.66 7 1:41 --- 4.12 --- 8 1:51 10 MIN 7.67 3.55 9 1:51 --- 4.12 10 2:01 10 MIN 7.59 3.47 11 2:01 --- 4.12 — 12 2:11 10 MIN 1 7.57 3.45 PEROLATION RATE 2.9 (min/inch) PERC HOLE DIAMETER 6 inches COMMENTS: Test hole excavated by PES TEST RUN BETWEEN 2 FT AND 3 FT PERFORMED BY: Dan Moran, I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST. NOTES: rA1VNONE ENG SVC LLC 4��® �� � 6Date /16/2022 CHANGE ORDER OF q� P.O. BOX 100217 ANCHORAGE, AK 99510 '�� ' ' ' ' 'qS k� PHONE (907) 272-8218 FAX (907) 272-8211 �g�Py��A,I Scale DRAWN BY: TH k r� NTS DRM ... ....... �e/ P.I.D. 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