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HomeMy WebLinkAboutSHENANDOAH HILLS LT 2Shenandoah Hills Lot 2 #015-212-39- Municipality of Anchorage :,` Development Services Department e Building Safety Division +� * • On-Site Water and Wastewater Program, 4700 S. Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 Page / of www.ci.anchorage.ak.us (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Permit Number: SW030055 PID Number: 015-212-39 Name: Kevin Elfrink Wastewater System: [3 New Q Upgrade Y Address: 12025 Shenandoah Place ABSORPTION FIELD Phone: Number of Bedrooms: 345-4535 5 ❑ Deep Trench E) Shallow Trench ❑Bed ❑Mound ❑other. LEGAL DESCRIPTION Sal Rating: 6 Total Depth from original grade: 4,0 GPD/F? Ft. Block: Lot: Subdivision -- 2 Shenandoah Hills, Depth to pipe bottom from original grade: Gravel depth beneath pipe: 1.86-3.0 Ft. 1.0 Ft. Township: Range: Section: Fill added above original grade: Gravel Length: -- -- -- 0.53-1.06 Ft. 35 Ft. Well: ❑ New ❑ Upgrade Gravel width: 5.0 Number of lines: Distance between lines: Ft. 1 NA Ft. tion (Private, A B, C): Total Depth: Cased to: Total absorption area: Pipe Material: Ft. FL 201 F12 F810 / ASTM D3034 Driller. Date Drilled: Static Water Level: Installer. Date Installed: A+ Home Services 4/10/03 Ft. Yield: JPump Set at: Ca ht Above Ground: TANK GPM Ft. t. SEPARATION DISTANCES ❑ Septic ❑ Holding ❑ S.T.E.P. Other: To Septic Absorption Lift Holding ublic/Private Manufacturer. Capacity. From Tank Field Station Tank Sewer Line Anchorage Tank 2000 Gal. Material: Number of Compartments: Well 150 150 160 NA >100 steel, 3/16 ga. w/ Advantex AX-20 2 Surface Water >100 >100 >100 NA LIFT STATION Size: Manufacturer. Lot Line >50 2* >50 NA V 100 Gal. Anchorage Tank 'Pump on' level at: 'Pump off" level aLHigh water alarm at: Foundation >10 >50 >20 NA 32 in, 22 in, 36 in, Pump Make d Model Electrical Inspections performed by. Curtain Drain NA NA NA NA Grundfw GEF 3711 Curt Burgoyne / MOA Remarks: *1 ft lot line waiver obtained. ", BENCH MARK Location and Description: Garage slab - east side Assumed Elevation: 101.68 F` E� p 49TH Ci by: 1 at 4/10/03 Cindy W. Ellis P.E. Dates: 1 * •, Inspections performed ��* 2nd 4/10/03 »NUJ•-��b• DevelopmeKit Services Department Approval'• I'� �. Ci dy W. Ellis CE-10577 o Reviewed and approved by: Date: U (Rev. 12'00)SSIOI4A`�-G •'• .................. 0 Permit No. SW030055 Page 2 of 3 Date: 5/3/03 Municipality of Anchorage DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 Anchorage, Alaska 99519-6650 Telephone: 343-4744 On—Site Wastewater Disposal System and/or Well Inspection Report Legal Description: LOT 2, SHENANDOAH HILLS SUBDIVISION PID No.: 015-212-39 ` 67.0 -SHENANDOAH PLACE- 53.0 0.5 PV 54.5 2.0 MTl 128.5 113.5 MT2 MT1 85.0 OLD MT 102.5 72.5 1 � � 1 1 1 \ MT2 1\ \ 111 '► \`�\ MT \\ fsyc \ 00 -�-��� \�-OLD I a I L -- I N I PUMP VAUL i ,A\ EXISTING WELL I z I 100' RADIUS 11 w MANHOLE SEPTIC TANK ABANDONED IN PLACE B ADVANTEX AX -20 W/ \ / \ / 2,000 GALLON STEEL. -- DEEP BURIAL TANK'- i i i / HOUSE A //EXISTING / ASBUILT SCALE: 1"=30' / MARK A 8 , O STI �P�� G'•' TH 49- *= . µM.�... �r.:N...w. • ....� �,�. Ci dy W. Ellis CE -10577 '• .. 48.0 67.0 MH 53.0 0.5 PV 54.5 2.0 MTl 128.5 113.5 MT2 120.0 85.0 OLD MT 102.5 72.5 Permit No. SW030055 Page 3 of 3 Date: 5/3/03 Municipality of Anchorage DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 Anchorage, Alaska 99519-6650 Telephone: 343-4744 On—Site Wastewater Disposal System and/or Well Inspection Report Legal Description: LOT 2, SHENANDOAH HILLS SUBDIVISION PID No.: 015-212-39 GRADE 100.72' 100.82' 100.72' NOT CONNECTED TO PUMP ADVANTEX o -►TO OLD DRAIN FIELD - - - - - - AX -20 POD h 2,000 GALLON CL STEEL ST 3/16 GAGE a I SEPTIC SECTION I I N.T.S. I -------------------------i I MT1 MT2 I I FINAL GRADE 102.71' - 103.32' I I 1.25"0 PIPE W/ 0.25" NOTE: I HOLES AT 24" O.C. 2" INSULATION ORIGINAL GRADE _ FILTER FABRIC 101.65' - 102.79' L- D 06_11D O� D O� ER ROOK 8 D O� D O� DgKO� OD �D ODO� OD N. 98.79' 98.79' 99.79' 98.79' 35.Y TRENCH N.T.S. All •.s� 49 TH :.* Cl dy W Ellis -. CE -105» ..- �o�ssioiw.�c%1 !t N� FROM TANK TO FILTER ll L DISCHARGE FILTRATE PLAN 6" JIM CAP ADVANTEX AX20 POD 30" INSULATED RISER (TYP 2) 6" ABS PUMP—OUT (TYP 2)� 6" ABS COUPLING k GLUED TO TANK 00 (TYP 2)FROM 2,000 GALLON ! If TANK TO FIBERGLASS TANK TO FILTER PUMP "` -E K �►� `+ S t,. 166.5" 70" ELEVATION SECTION NOTE: 1. ADVANTEX AX -20 BY ANCHORAGE TANK, INC. 2. 3/16" THICK STEEL TANK WILL BE SUBSTITUTED FOR FIBERGLASS TANK SHOWN. TANK WILL BE PLASTIC COATED. Septic Design Prepared For KEVIN ELFRINK A LOT 2 SHENANDOAH HILLS SUBDIVISION �: TH Prepared By: Watkins Engineering, Inc. DATE: 3/17/03 *'' .a..».. ..�GN Cindy W. Ellis, P.E. P.O. BOX 110443 SCALE: DRAWN: N.T.S. DJR Ci y W. Ellis CE -10577 ANCHORAGE,ALASKA 99511-0443 CHECKED: CWE • PHONE: (907) 349-1851; FAX: (907) 349-1934 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 Initial Date Issued: Mar 24, 2003 Expiration Date: Mar 23, 2004 Permit Number: SW030055 Parcel ID: 015-212-39 Legal Description:-SHENANDOM HILLS LT' 2". Design Engineer: 0844 Watkins Engineering, Inc Site Address: 012025 SHENANDOAH RD Owner Name: kevin elfrink Lot Size: 53180 SO. FT. Owner Address: 12025 SHENANDOAH PLACE Total Bedrooms: 5 Permit Bedrooms: 5 ANCHORAGE, AK 99516-2202 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: Date: 3-7-b -D 3 Issued By: Date: z U Municipality of Anchorage Development Services Department Building Safety Division On -Site Water and Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.muni.org/onsite (907) 343-7904 ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. 015-212-39 Permit Number SW Property owner(s) Kevin Elfrink Day phone 727-2150 Mailing address (1) 12025 Shenandoah Place, Anchorage Mailing address (2) Zip Code 99516 Legal description (Lot, Block & Sub'd.). Shenandoah Hills, Lot 2 Legal description Section, Township &; Ran .e ` Lot Size 53,180 Acies/Sq.Ft:.. Number of Bedrooms 5 THIS APPLICATION IS FOR: Sewer Only ❑ Well Only ❑ Sewer and Well ❑ Water Storage ❑ Sewer Upgrade 17-11 THIS PROPERTY CONTAINS: Hot Tub 8 Jacuzzi ❑ Swimming Pool ❑ Water Softening Unit ❑ Therapy Pool ❑ 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. (Signature of property owner(r authorized agent) Permit Fees: /Xy Waiver Fees: , /_2(1 Date of Payment: Z �n� Date of Payment: S' ? i lu3 Receipt Number: S Z g Z Receipt Number: 3 (Rev. 12100) OU0J Watkins Engineering, Inc. P.0 Box 110443, Anchorage, AK 99511 (907)349-1851 cwellis@gci.net March 19, 2003 Municipality of Anchorage Development Services Department Building Safety Division On -Site Water and Wastewater Program P.O. Box 196650 Anchorage, AK 99519-6650 RE: Shenandoah Hills Lot 2 Septic System Upgrade To Whom It May Concern: 491N - -------- -------.....--. 19- ; Cin y W. Ellis :=� ' CE 10577 Attached please find the application and supporting documentation for upgrading the septic system for the referenced 5 bedroom house. The existing drainfield, a 18 ft by 45 ft bed with 6 inches effective depth, was installed in 1991 and is currently surcharged. The original septic system was installed in 1978, consisting of a 1250 gal steel tank and 35 ft long deep trench. The drainfield has been upgraded a total of three times, with 3 bed type drainfields, two of which were at 6 ft below ground surface. It is proposed to install an advanced wastewater treatment system to serve this property. The proposed design is based upon a test hole dug on March 6, 2003. The test hole was dug to a total depth of 12 ft, encountering fill, organics, silty sand, and silt. A small seep of groundwater entered at 7.5 ft from the east side of the test hole. After monitoring groundwater for 1 week, no water was found. A previous test hole on the property had a water level at 9 ft (May 11, 1978). Therefore, the maximum depth for this design is 4 ft below ground surface, or 3 ft below original grade. Two percolation tests were run, one from 2.5 ft to 3.0 ft (immediately below the organics) and one from 3.5 ft to 4.0 ft, due to the difference in appearance of the soil. Both percolation rates showed absorptive soils, with rates of 10 minutes per inch and 7.5 min./ in., respectively. A Category III advanced wastewater treatment system is proposed to meet the needs of this property, specifically, the Advantex AX -20 operating in Mode 1A, manufactured by Orenco Systems of Oregon. The tank must be installed at approximately 8 ft below ground surface, to facilitate the plumbing in the house. Therefore, a deep burial tank will be used. Anchorage Tank will fabricate a 2000 gallon 3/16 inch steel tank, with plastic coating to serve the 5 bedroom house. A pump vault will be needed to distribute effluent to the drainfield with a maximum depth of 4 ft. Sewer Upgrade Permit Application for Shenandoah Hills Lot 2 Watkins Engineering, Inc.; March 19, 2003; page 2 Proposed Soil Absorption System: 5 Bedrooms x 150 GPD/BR = 750 GPD Application rate for Category III AWWTS w/perc rate 6 to 15 min/in = 5 gpd/ft2 750 GPD / 5 gpd/ft2 = 150 sq. ft required System Type: Shallow trench (5 -wide) Maximum Depth: 4.0 ft below ground surface or 3.0 ft below original grade Effective Depth: 1.0 ft Reduction Factor: 0.87 Length Required: 150 sq. ft / 5 ft x 0.87 = 26 ft Proposed Length: 35 ft It is proposed that the current bed be retained for future use. Since it is rated for 3 bedrooms, and the septic system is being upgraded to 5 bedrooms, a reserve site is required in case of failure of the drainfield. A reserve site is available and is shown on the attached drawing. A 1 (one) foot lot line waiver to the north property line is requested in order'to facilitate placement of the primary and reserve drainfield sites. This should not have any adverse effect, as the roadway is not currently up against the property line. There are no easements along the north property line. There are no surface waters or private wells within 100 ft of the proposed septic system. I am not aware of any adverse effect that this upgrade would have on any adjacent properties' water and wastewater treatment needs. Thank you for consideration of this permit application. If you have any questions or need further information, please call me at 349-1851 or 360-3389 (cell). Yours truly, Cindy Ellis, P.E. Attachments: Permit Application & Fees Site Plan, 100 scale Proposed Upgrade Plan, 30 -scale Drawing of Advantex AX -20 Advanced Wastewater Treatment System Soils Log and Perc Tests Maintenance Agreement MOUND DESIGN CRITERIA: GRADE OVER 5 BDRM X 150 = 750 GPD (TH#2) —1.o FILL FILTER FABRIC APPLICATION RATE: 5 GPD/SQ. FT. 5.0' WIDE TRENCH -2.0 oRc 0 750/5 = 150 SQ. FT. REQURIED 150/5 X 0.87(RF) = 26' REQUIRED TRENCH SM TRENCH: -8.5DRAIN ROCK 4.0' DEEP 5'0 1.0' EFFECTIVE ML 5.0' WIDE -12.0 (1) 35' LONG I WELL l 1 1 r \ / LOT 6 � _-----� LOT 5 \\ LOT 7 LOT 4EXISTING / \I SEPTIC, TYPICALr / RAD UEXISTISG—WELL TYPICA �, —SHENANDOAH PLACE— I LOT 8 _—_ .,r WELL i LOT �� _�\ �'� ► `�� LOT 1 ; 1 r \ EXISTING EM TO BE ABANDO \ \\ PROPOSED SYSTEMEXISTING i ► 1 1 j `� r_SEOTIC, TYPICAL LOT 9 i i LOT 3 ► WELL 1 I 1 \ 1 1 WELL r \---- \ / 1 1 WELL �'—! WELL 11 I '/ I �♦ ` ' Q \ O WELL EXISTING WELL 100' RADIUS — TYPICAL N I Septic Design Prepared For KEVIN ELFRINK �•••°F••••A��s LOT 2 A, . •: F SHENANDOAH HILLS SUBDIVISION Prepared By: * •• ••• �n Inc. DATE: 3/17/03 1_. Watkins Engineering, g Cindy W. Ellis, P.E. SCALE: 1"=100' ���,:: Ci y W. Ellis; P.O. BOX 110443 DRAWN: DJR CE -lose ANCHORAGE, ALASKA 99511-0443 CHECKED: CWEpSS�01`�'G PHONE: (907) 349-1851; FAX: (907) 349-1934 1�a —SHENANDOAH PLACE— CL LACE— EXISTING SEPTIC T1 TO BE ABANDONED EXISTING qEeTIC FIELD TO BE RERAINi=D\ s � ` t `\ t 0 i i i i EXISTING HOUSE i i i NOTES: EXISTING WELL 100' RADIUS MT2 NEW SEPTIC FIELD EXISTING WELL � 100' RADIUS 2. DISTANCE FROM NEW TANK TO FOUNDATION'SHALL BE 5.0' MINIMUM. t t TH#1 \ \ MT1 ��\ I DRAINFIELD SHALL BE 10.0' MINIMUM. \ \ I I t t I • Ln I I WELL �� SHED � � t t � t Septic Design Prepared For NEW R ERVE t t FIELD .��..°F••••%��q LOT 2 A, SHENANDOAH HILLS SUBDIVISION NEW AD VA TEX AX -20 49TH / 2,000 G LON STEEL *'• DEEP URIAL TANK NEW BULL RUN 3/17/03.:"" :». '.. DIVERTER XISTING LIFT STATION TO �� 0 PUMP VAULT E ABANDONED IN P CE STANK CO EXISTING SEPTIC T1 TO BE ABANDONED EXISTING qEeTIC FIELD TO BE RERAINi=D\ s � ` t `\ t 0 i i i i EXISTING HOUSE i i i NOTES: EXISTING WELL 100' RADIUS i v 1. 1.0' LOT LINE WAIVER REQUESTED. EXISTING WELL � 100' RADIUS 2. DISTANCE FROM NEW TANK TO FOUNDATION'SHALL BE 5.0' MINIMUM. \`\ 3. DISTANCE FROM TANK TO ��\ I DRAINFIELD SHALL BE 10.0' MINIMUM. \ \ I I � I • \� XISTI I I WELL �� SHED � � t t � t Septic Design Prepared For KEVIN ELFRINK .��..°F••••%��q LOT 2 A, SHENANDOAH HILLS SUBDIVISION 49TH *'• Prepared By: 3/17/03.:"" :». '.. Watkins Engineering, Inc. DATE: "=30' Cindy W. Ellis, P.E. SCALE: 1 c ; Ci4y W. Ellis P.O. BOX 110443 DRAWN: DJR •CE -10577 ANCHORAGE, ALASKA 99511-0443 CHECKED: CWE •' ` 1a►I PHONE: (907) 349-1851; FAX: (907) 349-1934 FROM TANK TO FILTER t l DISCHARGE FILTRATE PLAN ADVANTEX 6" JIM CAP AX20 POD 30" INSULATED RISER (TYP 2) 6" ABS PUMP—OUT c■t _.� . _ *s ,.w___ (TYP 2)—�� E i! 6" ABS COUPLING i Ise m GLUED TO TANK (TYP 2) ! C FROM 2000,GALLON - II TANK TO FIBERGLASS TANK ." p N » ' TO �« FILTER PUMP VAULT ul 1 I i f I ' I I., 166.5" 70" QUATIO SECTION NOTE: 1. ADVANTEX AX -20 BY ANCHORAGE TANK, INC. 2. 3/16" THICK STEEL TANK WILL BE SUBSTITUTED FOR FIBERGLASS TANK SHOWN. TANK WILL BE PLASTIC COATED. Septic Design Prepared For r KEVIN ELFRINK LOT 2 SHENANDOAH HILLS SUBDIVISION 49TH * Prepared By: Watkins Engineering, Inc. DATE: 3/17/03 ».� ... . Cindy W. Ellis, P.E. SCALE: N.T.S. �:, Ci y W. Ellis P.O. BOX 110443 DRAWN: DJR CE1057 ANCHORAGE, ALASKA 99511-0443 CHECKED: CWEw•,'.,, PHONE: (907) 349-1851; FAX: (907) 349-1934 1 Municipality of Anchorage Development Services Department Building Safety Division On -Site Water and Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.muni.org/onsite (907) 343-7904 Soils Log - Percolation Test 49TH Ci�dy W Ellis : f t CE -10577V �N. ";: �...........:.�Gi� Performed For: Kevin Elfrink Date Performed: 3-6-03 Legal Description: Shenandoah Hills Lot 2 Depth 9- 10- VA 11- 12- 13- 14- 15- 16- 17- 18- 19- 20- I; ► i -L oro an'tcs 10Y -D W v► yd&w 7� t MEMO ■EE■ ■EE■ ■MM■ MEON ■EE■ MEMS MEMS OMEN ■ME■ Township, Range, Section: NA Site Plan WAS GROUND WATER Date ENCOUNTERED? small seep Net Time Depth to Water s IF YES, AT WHAT DEPTH? 7.5 L P Depth to Water After 30 Monitoring? NONE E E Date: 3/13/03 3-5-03 r EE©MHUEEEE Reading Date Gross Time Net Time Depth to Water Net Drop 1 3-5-03 5:00 30 3.0 3.0 2 3-5-03 5:31 30 3.0 3.0 3 3-5-03 6:02 30 3.0 3.0 4 3-5-03 6:32 30 3.0 3.0 PERCOLATION RATE to (minutesAnch) YtKU MULL UIHMC 1 CK o IIIAI TEST RUN BETWEEN 2.5 FT AND 3.0 FT COMMENTS -4 hr presoak before perc test. PERFORMED BY: Cindy Ellis I Cindy W. Ellis, P.E. CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 3-13-03 Municipality of Anchorage Development Services Department Building Safety Division On -Site Water and Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.muni.org/onsite (907)343-7904 Soils Log - Percolation Test Performed For: Kevin Elfrink Date Performed: 3-6-03 Legal Description: Shenandoah Hills Lot 2 Township, Range, Section: NA Slone Site Plan Low-tr gevl,k Depth (Feet) ML 1 2 ©ralnics 3 SrA brown i�_' SNI I ye-Ilovj 5- 13- 14- 15- 16- 17- 18- 19- 20- '5amo,1Er(' - lan vi wet (30N WAS GROUND WATER ENCOUNTERED? small seep s IF YES, AT WHAT DEPTH? 7.5 L O Depth to Water After p Monitoring? NONE E Date: 3/13/03 LIAIT Reading Date Gross Time Net Time Depth to Water Net Drop 1 3-5-03 5:15 30 2.0 4.0 2 3-5-03 5:46 30 2.0 4.0 3 3-5-03 6:17 30 2.0 4.0 4 3-5-03 6:43 30 2.0 4.0 PERCOLATION RATE 7.5 (minutesYnch) rcm, nvLc ulma i c� TEST RUN BETWEEN 3.5 FT AND 4.0 FT COMMENTS -4 hr presoak before perc test. PERFORMED BY: Cindy Ellis I Cindy W. Ellis, P.E. CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 3-13-03 ADVANCED WASTEWATER TREATMENT SYSTEM MAINTENANCE AND REPAIR AGREEMENT MEMORANDUM OF UNDERSTANDING BETWEEN MUNICIPALITY OF ANCHORAGE AND keydi gQ4-hnk_ THIS MEMORANDUM OF UNDERSTANDING made and entered into as of this day of 1n q c_ 74 20 a Z by and between Pe L.A'., J. �1 �. k ,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 ,20 (AWWTS), described as Adyan_ tX A located atShmarideah/-b//s Ut 2 Anchorage, Alaska. 2. Definitions. A. Alteration. Any change to the design or function of an AWWTS 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 (hereinafter, "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 Pagel of 5 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 requirements of this agreement, the conditions of the 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 — 'a.e(D (5.00), 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. Pace 2 of 5 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. 5. 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, Ahe 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 with all applicable ordinances, 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: Page 3 of 5 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 systems. E..- Owner agrees to grant the Municipality, reasonable access to test and inspect the AWWTS upon 24 hours written notice. I , 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 AWWTS. is -the governing professional guidelines for. the construction, maintenance and repair of the Owner's AWWTS. 7. Nonwaiver. The failure of either party at any time to enforce a provision of this Memorandum of Understanding shall in noway constitute a waiver of the provisions, nor in any way affect the validity of this 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 as this Memorandum of Understanding was executed and such writing shall be attached to this Memorandum of Understanding as an amendment. Page 4 of 5 r 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: 4m, Anchorage: Purchasing Officer 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 shallbe 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. s 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. OWNER: By:z-2--, �e� Date: STATE OF ALASKA THIRD JUDICIAL DISTRICT MUNICIPALITY: By: Title: &eC* Date: 1 l 5/slo3 ss. The foregoing instrument was acknowledged before me this IGMay of n(,oxd , :20'1, by of Sh&En- 'A0a4- tt, 16�1 W of Municipality of�a horf q iiia 1 • NOTARY I r * ;.PUBLIC .i NOT RY UBLIC FOR QALAS( KA� gl Pip CUV1 PaQe 5 of 5 907-343-4744 January 28, 1998 Kevin & Kaylene Elfrink Property Owners of Lot 2 Shenandoah Hills Subd. 12025 Shenandoah Rd. Anchorage, Alaska 99516-2201 Re: Separation Encroachment, Lot 2 Shenandoah Hills Subdivision, P.I.D. 015-212-39 Dear Kevin & Kaylene Elfrink: As a result of the recent Health Authority Approval of the wastewater system on Lot 3 Shenandoah Hills Subdivision, the engineer who inspected this wastewater system discovered that the existing wastewater system serving Lot 3 is being encroached upon by the well on Lot 2. The separation distance is approximately 88 feet. The required separation distance is 100 feet for a private well to a wastewater system. The existing wastewater system on Lot 3 was constructed on August 14, 1978 and the well on Lot 2 was constructed on August 18, 1978. Because the wastewater system on Lot 3 was in place at the time the well on Lot 2 was constructed, makes the responsibility of resolving this encroachment matter the property owner of Lot 2. Be advised that Lot 2 Shenandoah Hills will not be eligible for Health Authority Approval from this office to obtain conventional financing for purposes of selling or refinancing the property until the separation encroachment matter is resolved. If you have questions of the above, feel free to contact me at 343-4744. Sincerely, Donna C. Mears Civil Engineer On-Site/Water Quality Program r12.�.[6%95 08: 09 CUIIERC I AL TEST I PdG -► 907 694 3297 NO. 745 P03 CoCriTesting & Engineering Co. Environmental t abrsratvrY Services'///-!rr-rrri����.y/w'r//�»���'�''�'��r��'�'a -+u 5633 8 Street Anchorage, AK,99518-1500 Tal: (507) 562-2343 Drinkincr Water Analysis Report for Total Coliform Bacteria Fax: (907) 561-5301 RFAD .fJVS73? fC77OIYS ON REVERSE SIDE BEFORE COLLECTING SAMPLE MUST BE CGMFLHTED 13Y p ]PUBLIC WATER SYSTEM LD.'r.' tl PRIVATE WA.ITM SYSTEM NEEMEN Im �S'e+,dRankr � Sodlmoire Foli:i EE f~ t ► �int1% Rlate:•r E►tn ..+cw�•�r� iD k fo PW MK�o pry. i- Monti, Day Year p vow.:...... .a ......� o• bor ❑ Treated Water to O Repeat Sample (for routine sample ❑ Untreated Wolter with lab ref. no. } ❑ Specia[Purpose w ..�. p SendResula ❑ $,md Invoice y Foli:i EE f~ t ► SAMPLE DATE: Monti, Day Year SAWLE TYPE: Routine ❑ Treated Water to O Repeat Sample (for routine sample ❑ Untreated Wolter with lab ref. no. } ❑ Specia[Purpose Time CoUeete:d S LE LOCA-nON Coile cted By fA-wowof" ~ A,'//s L ;L tis sL_ — • Tlawt:�t TOB COvlPI•STED BY LABORATOKY. An,,1y sis shows this Water SAMPLE to bc. ger" Satisfactory ❑ Unsztis:acmry ❑ Saaple aver 30 ho=3 old, results =v be u>ac-liable ❑ S=Ple too long in transit; sample should not be over 43 hours old at examination to indicate reliable rt sWts. Please said new.Semple Nia special delivery•maiL Data Received Tim* Rtceived '4 Anal.'sis �esan Anal) tical Method: ;V Matnbrzm Filter ❑ MMO-MUG rt Nr=be f of coleni=J100 ml. Lab Ref. Vo- Result* Analyst 4 1 9s.os71 �. Sam to A.V.e..%..lane . Fbta Jun Q Fued Date: 7-=.- Client notified of uusatisfactor:• results: ❑ O piumed Spoke with Fixed Dale: Time: BACTERIOLOGICAL WATER ANALYSIS RECORD NIMO-MUG Result: Total Coliform E COQ Membrane Filter. Direct Count � Colonies/100 in] 7hTC-r«XJ ff a7oCw r Vrrincation: LYS BGB _-- _ �Lg�• oa-A•tre.o.:. Fecal C.ourotm Coofu7aatton Fowl MtmbraneFilter R�essubs b C,oufemJlOo�Ir l Reported B;. .1 f� • � Date � • f �� rJ r -PART f rhrs Comments: TWO TO FOLLOW n • L ... fNernberof %,e SGS Ctoup isoci4tt Gdnirale de Surveiifence} - ?NVtRONM!NTAL FACT MES Ile ALASKA. COLORADO. FLORIDA. ItLUNOIS. MARYLAND. Nr -W JSPS=_Y. OHIO, LTAH. Wc5' VIr1GLNIA Q2/16/95 08:439 COMMERC 1 AL TESTUn n -+ 907 694 329^ h10. 745 002 ME Environmental Services Inc. ztitw. Laboratory Division CT&Z Ref -I 95.0571-1 Laboratory Analysis Report Client Sample ID SHENIXI OAH HILLS L2 Matrix WA•THR Client Fame RAGLB RIVER S."tGlN;ERIM WORK Order 12577 Ordered By LAURA Printed Date 02/13/25 a 17:49 hrc. Project NaR.e Collected Date 02/09/9S P 13:S1 hrs. Project# pxceived Date 02/09/95 a 14:00 hrs. PWSID CA Technical Airector, KHN C. ��SD++B Released.fly 4' L Sample Remarks: ROUTINE BAMPLB COLLLCTSD By: M -J -N- QC Allowablo Bat. Anal Parameter Resulta Qual Units Method Limitc bate Date Xnit --Nitrate-H --------_••--•-•_---------0.65---- rig/L -----EPA357.] - •• ---•_-•-• 10. 02/10/95 CMR -..-a ------- a ... .............a=axr ............ a— ... ............... �.,���r�asseom=s---------z: --*�--See'Special Instructions Above UA - unavailable *• See Sa:zple Remarks 7Wove NA - Not Analyzed tgw undetected, Rsported value is the Practical quantification limit. IT - Lena Than I� = CT - Greater Than Secondary dilution. :c 200 W. Potter drive, Anchorage, AK 99518-1605 —Tel: (907 562-2343 Pax: J907) 561-5301 EmmONMENTAL FACILRIES IN ALASKA. CALIFORNIA, FLORIDA. ILLINOIS. MARYLAND, MICHIGAN. MISSOURI, NEW JERSEY. OHIO, WET VIRGINIA NORTHERN TESTING LABORATORIES, INC. 3330 INDUSTRIAL AVENUE FAIRBANKS, ALASKA 99701 (907) 456-3116 • FAX 456-3125 2505 FAIRBANKS STREET ANCHORAGE, ALASKA 99503 (907) 277.8378 • FAX 274-9645 DRINKING WATER ANALYSIS REPORT FOR TOTAL COLIFORM BACTERIA Tryck, Nyman Hayes Inc Job#5319-0 911 West 8th Ave Anchorage, Ak 99511 Collected by: SS Sample Type: Routine Method of Analysis: Membrane Filtration Comments: Location -------------------- 1 Lot 2 Blk 1 Shenandoah Hills Sus n C. ifental MtbOlogy Superviso Public Water System Z.D.# Date Received: 10/13/93 Time Received: 10:30 Date Analyzed: 10/13/93 Time Analyzed: 17:00 Date Reported: 10/18/93 Time Reported: 11:12 Next Sample Due: Comments:__--'_ S = Satisfactory •U = Unsatisfactory POS = Positive Test Result ND = None Detected TNTC = Too Numerous To Count (>200 Colonies) CG = Confluent Growth HSM = Heavy Sediment Masking, Results May Not Be Reliable SA = Sample Age >30 Hours But <48 Hours, Results May Not Be Reliable Old = Sample Age >48 Hours, Too Old For Analysis R = Resample Required NT = No Test * # Colonies/100 ml ** # Colonies/ml Sample Sample . Total* Fecal* Other* HPC** Date Time Lab# Coliform Coliform Bacteria Result Comments -------------------------------------------------------------------- 10/13/93 09:30 AB2396 0 NT 0 NT S NORTHERN TESTING LABORATORIES, INC. r• 0 3330 INDUSTRIAL AVENUE FAIRBANKS, ALASKA 99701 907-456-3116 I 2505 FAIRBANKS ST. ANCHORAGE, ALASKA 99503 907-277-8378 Tryck, Nyman & Hayes, Inc. 911 W 8th Ave Anchorage AK 99511 Attn: - Our Lab #: F129605 Location/Project: - Your Sample ID: Lot2, Blkl, Shenandoah H Sample Matrix: Water Comments: Fax #: 276-7679 Report Date: 10/19/93 Date Arrived: 10/14/93 Date Sampled: 10/13/93 Time Sampled: 0930 Collected By: - MDL - Method Detection * Flag Definitions B = Below Regulatory Min. H = Above Regulatory Max. Date Date Method Parameter Units Results * MDL Prepared Analyzed ------------------------------------------------------------------------------------------ EPA 300.0 Nitrate -N mg/l 0.98 0.15 10/18/93 Reported By: Patricia A. oody Senior Chemist CIA 1; V& I 0 DO ��m ON TE 'TL,c I -71ou A hOL) I!,' L,7 -o POW. Jl 'IS AM S7A' 71 (>J v C) 7&'. WA be //J& -CA bac 'A O)v -toel,06 bf-lk� IA -iful i�� 6 PML 15 m 0 4io 70l /.12 POhft-qO A 6 vfj' 2*00:6ALLOPS OF 'COA-7W— T&L WA%6K PLM69,wi jAiTo c)M S7A CIA 1; V& I Eo 6 -- �" i ISI Ili i t 3� i I A- I. vz a< � �� old c��� � �I��� J I r �� 3 n ,� �l : I� 3 lvn ~� 'Ji LL - CC) -Z a< � �� old c��� � �I��� J I r �� 3 n ,� �l : I� 3 lvn ~� 'Ji CC) -Z S&;UAPQDHA, h/LLQ [ C)AJ-r%AJLjW GgCt K .Sc)CWA 7ic>N. o/ S ii Vr-(,- `, L 7t- �= 30 OFF Sy-r(. . i- I F7 S7A //cw - GAJA7G-•je- U--V L iGHUOT 'WAr.i2 - Fat— vP rlAo � �• s Ys ac s OU �o F�k` �iTusS s1Agf'Tc� a— Gal (907) 694.2979 ****INVOICEk ** * FAX 694.1211 '(74f aivra A%- HEALTH t HEALTH AUTHORITY APPROVALS SEWER & WATER MAIN EXTENSIONS SEWER S WATER INSPECTION ENGINEERING STUDIES AND REPORTS i WELL INSPECTION & FLOW TEST SITE PLANS 140AD DESION SOIL TEST PERCOLATION TEST STRUCTURAL& MECHANICAL INSPECTIONS ON SITE WASTEWATER DISPOSAL SYSTEM DESION DATE: Z i INVOICE NUMBER: 10157 TIN #92-0103405 NAME: CROS J JCM.rS ADDRESS : %2U?� ffJUA jlxl , Mc-1jb,'2A6E AK DESCRIPTION AMOLM l.oT � St/E�vv1.Uc>o�4H /SLS SfU oz 1S o� TOTAL TERMS ARE DUE ON RECEIPT CHARGES OF 1.5% AFTER 60 DAYS 17034 EAGLE RIVER LOOP, SUITE 204, EAGLE RIVER, ALASKA 99577 ROBERT SHAFER, P.E. !� ROGER SHAFER, P.E. CIVIL ENGINEERS (907) 694.2979 ****INVOICEk ** * FAX 694.1211 '(74f aivra A%- HEALTH t HEALTH AUTHORITY APPROVALS SEWER & WATER MAIN EXTENSIONS SEWER S WATER INSPECTION ENGINEERING STUDIES AND REPORTS i WELL INSPECTION & FLOW TEST SITE PLANS 140AD DESION SOIL TEST PERCOLATION TEST STRUCTURAL& MECHANICAL INSPECTIONS ON SITE WASTEWATER DISPOSAL SYSTEM DESION DATE: Z i INVOICE NUMBER: 10157 TIN #92-0103405 NAME: CROS J JCM.rS ADDRESS : %2U?� ffJUA jlxl , Mc-1jb,'2A6E AK DESCRIPTION AMOLM l.oT � St/E�vv1.Uc>o�4H /SLS SfU oz 1S o� TOTAL TERMS ARE DUE ON RECEIPT CHARGES OF 1.5% AFTER 60 DAYS 17034 EAGLE RIVER LOOP, SUITE 204, EAGLE RIVER, ALASKA 99577 Municipality of Anchorage Page of DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 • Anchorage, Alaska 99519-6650 • Telephone: 343-4744 On -Site Wastewater Disposal System and/or Well Inspection Report Permit Number: SCv 1 o2�J 6 PID Number: CIS -212-39 Name: P_&yrnvnot L. ��r�"�' Wastewater System: ❑ New �1 Upgrade aseway Address: ! 2025 S heriakitloA�l ABSORPTION FIELD Phone: Z❑Deep S-7.— V 1 GO No. of Bedrooms: Trench ❑Shallow Trench I�'Bed ❑Mound ❑Other LEGAL DESCRIPTION Soil Rating: 0 Total Depth from ^original grade: L � GPD/S . Ft. 7 1 Lot: Block: Subdivision: 2 h!� h i 1 s Depth to pipe bottom from original grade: 1.2-7 Gravel depth beneath pipe O.5 ,$ la/IGfct��t r' Ft. Ft. Township: Range: �3Lt% Section: S2 2 Fill added above original grade: Gravel length: _ 5 Ft. l Ft. WELL'' ❑ New ❑ Upgrade Gravel depth: O Number of lines: Distance between lines: 9 Ft. .3 Ft. Classification (Private, A.B,C): f Total Depth: S Cased To: J! -P Total absorption area: CA Q_7t%! Pipe material: P tJC PC N r ti f_ Ft. O Ft. 1 SO. Ft. Driller. Date Drilled: f//f$ / 18 Static Water Level: 27-5 Installer: T e e S ie- j Date installed, / 3/ 1 Ft. 1 Yield:Pump 6112- Set at: I qO I Casing Height Above Ground: 3 TANK GPM Ft. Ft. SEPARATION DISTANCES WSeptic ❑ Holding ❑ S.T.E.P. To Septic Absorption Lift Holding Public/Private Manufacturer:n Capacity In gallons: From Tank Field Station Tank Sewer Lines `j 1 � L- L � 0 Well /VV i >ioo t >vo � NIA AJ1A Material: 57,L L C Number of Compartments: Surface WateLLotine tj 0PL' 1N UA LIFT STATION / t 1 "l 1 �j(� ( IV/A_ I f /A Siz�ln gaUv Ions: Manufacturer: /I G f (7CA,q G s kCY! S Foundation 7 i f 30 l (i I l �/� r� "Pump on" level at: L! %n "Pump off' Ievel at: 2.., High water alarm at: 30,'1 Curtain /L !v�/T Pump Make & Model SLUNy Electrical Inspections performed by: M. 0. A. Drain Remarks: BENCH MARK TanK wc`s ins er-fee Foul, c4 f-01=,�•'3�+ec� Location and Description: be. DY . P- e_ u se - A w c, s ASTM.— h oo3 e_ b 3u W Aliso AL ON I -rt, Assumed Elevation: I UUFt Ft 1S �gSCE c Pl.. A P . Vel( I < f i AA I t,oi f 7 S�tti� � V'1 r S Ccs i►�'1 ' -,S Vk EE EN �►�° n�a� OFACg% Na �T ; r -i Inspections performed by: J��"`J'1 Sn%s��rP�ko Dates: lst o 1 /�X/fir i "' `. '•'..:.. 2ndVila3M.'. t �i•-• -� Department of Her,and Human Services approval _ ��••Gl�E.y�� ... • Reviewed and approved by: ' Date: `18` 9� ,ter �SS J^ �i/QJ`A -���- 72-013 (1/91) MOA 25 s sWclw2Q6 paw d Municipality of Anchorage DEPARTWW OF. HEALTH AND HUMAN SERVICES ENWRONMENTAL SERVICES DIVISION P.O. Box 19665 Anchorage. Alsoko 99516-6650 Telephone: 343-4744 On -SK* Westewter Disposal Systa n and/or Wel bsp"ction Report Lot 2. eW. 1 S1wmmdoah HNS Sub&vWm p f 52123`i L"d description: SWI/4 S22 T12N R3W SM AK PID Na: C FELD \ \ A 11o1r�011 J \ \ nonlae� 9M1 r . n' (A"WO Now= WT I'm "m ML/RUmM1KWNno OVAL K 1 fp � rM 1101) S Ai tl 0.G hIG mc ML /R I= m can= se Ofifq Um 10 14 1[1 my OVAL w I= 1 114r m sal q 1UK 1 1 r r 1 r r 1 f 1 r 1 1 1 1 1 I 1 1 1 1 1 t 1 1 1 1 1 I r 1 I 1 1 1 . 1 1 1 1 1 1 1 1 f 1 1 1 1 p ++ a • . • • . • • *.POST IN A.CONSPICU• • US PLACE • + + + • • • • • • . • � 49 HOUR NOTICE IS PROUIRED FOR NspecTION SERVICE. ELECTRICAL APPUCATION ANO PERMIT SUIMING SAFETY DIVISION C 8 3 2 3 MJNICIPALITY OF ANCHORAGE 3500 East Tudor Road Phone.786-8314 INSKCTION 5013—um 1�2C?3 sbanancoaa Drive` fiMr.'7ES CKn(A r M-•LCCrc sue EqCML POMIT FEES w ODp1MAC'Oft UCthSE 1 i(►�PQeJrR� SErnCE r C • Q •00 .C► PfyC K 9MC •roar•. D o C t o 9u�tEx � • w C/ l tiY oi: 1 I;;"cf NoRK ttwC. AoorTk*C �u*a+s0 sicke � Ot►En6 9►[GI'`► t i r TWAL FU I Iti..eo►.1•'y 1 rha,•.rle✓.Tubo+�otMt>�'+1'd>'llc�.!•rte�ves /� FEE EIVED I fJ rtN % ryr Yd CC-Wl I I VU`w PW'* 1Nt lto.< •0,& we I t# tuft. �. f J ' +crnMinr, wn a 1sr-,ne ruweto, ISM44r-0 ser.,crK sY pI�7E 1 tYP111ES Mt 30 CAVS It *0" �iiMii 1�4R0v£D S iSSUE0 ' K wen coidmtm= ♦t r air FLJTr@WZF-D OFi1GfA♦l ri •.n • I S�.r+A'tJAE01: "cpMrtTtt Ca 40P., r I 11�,A791AMr.ilt81 1 I .• nl ��t•r►A APA' 1 PAGE 1 OF 1 MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND HUMAN SERVICES P.O. BOX 196650, 825 "L" STREET, ROOM 502 ANCHORAGE, ALASKA 99519-6650 ON-SITE WASTEWATER DISPOSAL SYSTEM (UPGRADE) PERMIT PERMIT NUMBER:SW910296 DESIGN ENGINEER:TRYCK, NYMAN & HAYES OWNER NAME:BRITT RAYMOND L & OWNER ADDRESS:12025 SHENANDOAH RD ANCHORAGE, ALASKA 99516 PARCEL ID:01521239 LEGAL DESCRIPTION: SHENANDOAH HILLS LT 2 LOT SIZE: 53180 (SQ. FT.) NUMBER OF BEDROOMS: 3 THIS PERMIT: 3 THIS PERMIT IS FOR THE CONTRUCTION OF: DISPOSAL FIELD SYSTEM ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH: DATE ISSUED: 9/19/91 EXPIRATION DATE: 9/19/92 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 FOLLOWING SPECIAL PROVISIONS. SPECIAL PROVISIONS: 1. TOTAL DEPTH OF INSTALLATION MAY NOT EXCEED 2.0 FEET FROM ORIGINAL GRADE. 2. FINAL GRADE MAY NOT EXCEED 3:1.C-4 j'-e� 3. ENGINEER MUST VE IFY INTEGRITY OF EXISTING SEPTIC TANK DURING UPGRAD P -LACE TANK IF NECESSARY. RECEIVED BY: a' DATE: �l ISSUED BY: i i- *�-qI - A 4u_A L_� Et -1 'n LY, L,l�r►2 LL DATE • R - 11 -q TRYCK NYMAN &HAYES ENGINEERS/SURVEYORS/LANDSCAPE ARCHITECTS TRANSPORATION and COMMUNITY PLANNING August 26, 1991 Mr. Dan Roth Municipality of Anchorage 8th and L Street AK 99501 Dear Mr.. Roth 5055.0 RE: Lot 2, B- '- 1=, Shenandoah Hills Subdivsion Attached is a permit application for upgrading septic system on the above referenced lot. A narrative description of probable impacts to adjacent property is discussed below: Wells - We anticipate no impact to the wells on the lot or on adjacent lots. All wells adjacent to the new septic system are located greater than 100 .feet from the new system and all wells have sanitary seals in place. 'Groundwater was encountered at 12 ft; However, the proposed system will be greater than 4 feet above this level. Wastewater Systems - The proposed pressure bed system will replace the existing system. Testing of the existing system indicated it no longer accepted the amount of water it was designed to. The new septic system will eliminate potential impacts to adjacent property by replacing a failing field with a new adequately sized field. Reserve Space - Although no formal evaluation of reserve was completed, the lot is a relatively large one and can accept future f ields . Drainage - The on-site well casing and septic tank had or will have positive drainage away .from the improvement. The absorption field will be constructed along a contour interval and the cross - slope drainage slopes range from 0 - 0.5%. No drainage impacts to adjacent properties are expected. Please review the attached information and issue an approval to construct the new system. Yours Very Truly HAYES,INC. J HF. m P.E. P incipal 911 West Eighth Avenue • Anchorage, Alaska 99501.3497 • (907) 279-05431FAX (907) 276-7679 • T NYIIMAN HAYES, wc. � &�Q � ARCHWCTS SOILS LOG — PERCOLATION TEST PERFORMED FOR: �� DATE PERFORMED: \{ ' •'t- • f�' V'%) - -----\ol_ S�-/ LEGAL DESCRIPTION: [t l 2 13LIt 1 Shcna&ncloNk Township, Range, Section: .50 I/y -522 7121V 03 w SMA K DEPTtI. I I s 5o 6. SLOPE SITE PLAN H (FEET) (� 6 AN{L S 11 11 17 1 2 � s4pb P6fLGv�ATIou TEST 3 4 . 5- 6-1 7- 8- 9- 10- 11 891011 12- 13 14 15 16 17 18 1s 20 COMMENTS oM Of MOLL-' WAS GROUND WATER �� S ENCOUNTERED? S IF YES, AT WHAT L DEPTH? 1 p E Depth to Water After I limtoriap? _4, Data, 09h 2 E Reading OI Grou Time Net Depth to Time Water Net Drop OW 91 O+r1�1 M•.^ 6 /Fg . + � 5 m: ^ �. M :1 .3/p, , 5 °/y lbm 5 m:, CfOr•rr.',% 'Dr"." PERCOLATION RATE 16 (minutesnnch) PERC HOLE DIAMETER TEST RUN BETWEEN 3 FT AND FT �LESoaEr n) _') I112 S 1 PERFORMED BY: S h� W /� Sh: Sq r P r, Kb I \ CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN FFECT ON THIS ATE. DATE. T R YCK NYMAN HAYES,wc SOILS LOG — PERCOLATION TEST oa®�ti PERFORMED FOR: 1� Pi r -'t + f PSP-(- 44 2 DATE PERFORMED: `mfw W � LEGAL DESCRIPTION: L Sob. Township. Range. Section: Sw 1/41 522 T a/j Raw SM AK DEPTH SLOPE SITE PLAN (FEET) DP-6Ao fc-5 1 2 _ 10tRGot.ATl0tJ 76S'j' N 5( c I 1T 'A =Hl- 10 3 :c 6Au 0F' 1 N• Sr rc: a ec)TU M OF V OLC 5- 6- 7- 8- 9- 10- 11 67891011 12- 13 14- 15- 16- 17- 18- 19- 20- WAS 4151617181920 WAS GROUND WATER , J v ENCOUNTERED? !V S IF YES. AT WHAT L O DEPTH? P i E Depth to Water Alta. it±latbrittp? JU Date: Reading Date Gross Time Net Depth to Time Water Net Drop 6 i 053 /3 1 Om:n — n'n 53/5;.. 5 0,-'4 5r,n. "I S/B ••, ''! � 8►'n 15 min ►� 11�/.%, ►/2:n 20n -;'I y4w' 25/� i� ►' `�//bin VB 30m�n 3orr:.► 2 is�n 6 Oen I PERCOLATION RATE !' S (minutes►nch) PERC HOLE DIAMETER "A TEST RUN AETWEEN FT AND •3 FT COMMENTS PFtzCIO LA-t'/DAA 'T'6ST opjL..Y l ljq nouj-r/:YLtP6 Toed 1NSTALL64b- HOLE p2L3oaK6o 2. ►its � PERFORMED BY: .S1)okwn Sh serrh Ko 1 ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINE' CERTIFY THAT THIS TEST WAS PERFORMED IN EFFECT ON T IS DATE. DATE: C`� - I-�4 j 1 Permit No. Page of Municipality of Anchorage DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 19665 Anchorage. Alsoka 99516-6650 Telephone: 343-4744 On -Site Wastewater Disposal System and/or Well inspection Report Lot 2. 61k. 1 Shenandoah Hills Subdivision Legal descriptron: SWI/4 S22 T12N Raw SW AK PID No.: S89W00'w SHENANDOAH PLACE SCAM. t' - Sar 04*W0 H . CHAP No. 1051—E t 7FESSt-- ��� NOTE- NO VAILS 7ER WH 11N 1(Xr OSURFACE PROPO C \ SYS7W. \ \ Orxp Tx01 CWTH MON17M TUBI) ♦ 1 1 I � � I I I 1 � SCAM. t' - Sar 04*W0 H . CHAP No. 1051—E t 7FESSt-- ��� Permit Na Municipality of Anchorage Payr of DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 19665 Anchorage, Alsaka 99516-6650 Telephone: 343-4744 On -Site Wastewater Disposal System and/or Well Inspection Report Lot 2. Blk. 1 Shenandoah Hills SubdhAslon Lead description: SW1/4 S22 T12N R3W SIA AK PID No.: STING FEILD 06 v WALL 1' - 2Y (APPM4 / MOIL ALL PW U90 w Im M:v ruo SYHL Kt/�C f+vc RE X111 "Cum AT �' 4C ALL PM L= 10 cm11R OASTM 1 TAMC Ta K M7 RIID 42' 1 a I w 0, I` \ T.H./t •TH MONB MRNQ TUI 1� VIZ UFT tTA110U IIS` o. s. a rj C \ J" r. CHAPNA J No.lasi-e