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Home My WebLink AboutTHE TABLELANDS BLK 8 LT 16The Tablelands Block 8 Lot 16 #051 � 801 � 56 Municipality of Anchorage Development Services Department Building Safety Divisiont On -Site Water and Wastewater Program. 4700 S. Bragaw St. P.O. Box 196650 Anchorage. AK 99S19-6650 Page of www.cl.anchorage.sk.us (907) 343-7904 ON-SITE WASTEWATERDISPOSAL SYSTEM AND/OR WELL INSPECTIONREPORT Permit Number. SW -040492 PID Number. 051-801-56 N� Sudsbury & Son Wastewater System: E]New Upgrade A�. 10928 Eagle River Rd. Ste 122 ABSORPTION FIELD P� 696-1610 4 0 D"P TrimPt C3 Siiiilm T� E)SW [31,1� LEGAL DESCRIPTION � Rabno. 1.0 T� D"tti lio,rt onpml 9�. Gpoff" see dwg suw�: 8 16 The Tablelands o"M W pl� � on" 9� C� d.M � �. see dwg Ft. .5 Ft Ta -1 -hp Fill � itcwti on" "ft. G� L.": a" dwg Ft. 40 Ft. Well: [3 New 0 Upgrade G� �. is N� 0 kML DW� W� � Ft. 3 5 Ft T" D.M; C� W. Tmi sb.,pw � P" W'". Ft. FL 600 Fe D3034IF-810 0.1. DAW. Sow a1w Ltivoi. ftww. DoW IrmW. FIL Suclsbury & Son I March 2005 Y". PWV SM OL C_" H*'QN;7 __ GM1 F1.1 Ft TANK SEPARATION DISTANCES El Septic 0 Holding 0 S.T.E.P. ID Other. To �� Septic Absorption Lift Holding �ubhdPnvtile V.u�w ��'y Front Tank Field Station Tank Sewer Lim Anchorage Tank I 1500 GW. WA 200+ 200+ 25+ 1�1". Steel N.W d C.V�%. 1 2 surl"witW 100+ 100+ LIFT STATION LW L" 5+ to"# V 1500 o, Anchorage Tank/Orenco Systems 5+ 110+ 14rfti Hgh �Ier � at I TIMER/0.75 TIMER111T 46734.25 C~ D� I P� � a � M� P� MOV05" SHELTON ELECTRIC R�. BENCH MARK This is an Advantex Treatment System Garage Floor A� 100 FL Engine Inspections performed by: Alaska Rim Engineering,fnc Dates: lot 3/25/05 2 nd 3130/05 Developmept Services Department Approval li, Leek Reviewed and approved by, I Date: 9/—V 4C PERMIT NUMBER SW040492 I *=-Sn* un F.F. ELEV. 100.0 DATUM AREA NOTE 2: DISTRIBUTION LINE = 102.5 (AVG). THE DISTRIBUTION LINEAS ARE 1.25 INCH PVC WITH 1/4 INCH HOLES SPACED 34 INCHES ON CENTER (10 HOLE PER LATERAL/30 HOLES TOTAL PARCEL ID 051-801-56 NEW DRAIN FIELD ADVANTEX TREATMENT UNIT WITH 1500 CAL. STEEL TANK AND PUMP VAULT MT FINAL GRADE TWO STORY DWELLING LTER FABRIC to, BOTTOM OF BED = 107.7 (AVG) 77 �-2'..MOA APPROVED Sk&4 PROPOSED SEPTIC SYSTEM PROFILE REC'D DWG NASK4 P.O. BOX 2749 OF A� �:' RIM � ............ PALMER, ALASKA 99645 ENC EE PHONE: (907)745-0222 I'vc. FAX: (907)746-0222 F TH W.O. 0401064 SCALE: 1 40' 1 FILE: 0401064 ... . ... . ... Charles A. Leet .- 10 LOT 16, BLOCK 8, TABLELANDS SUBDIVISION, CE 10480 .*413 PLAT No. 2004-25, ANCHORAGE RECORDING DISTRICT, ANCHORAGE, AK .......... EASEMENTS OF RECORD OTHER THAN THOSE SHOWN ON THE RECORDED PLAT ARE NOT SHOWN HEREON. A 8 c FCO 21.0 2.0 COI 23.0 20.0 MHI 23.0 24.5 MH2 24.5 24.0 MT1 1360 49.0 MT2 1420 72.0� F.F. ELEV. 100.0 DATUM AREA NOTE 2: DISTRIBUTION LINE = 102.5 (AVG). THE DISTRIBUTION LINEAS ARE 1.25 INCH PVC WITH 1/4 INCH HOLES SPACED 34 INCHES ON CENTER (10 HOLE PER LATERAL/30 HOLES TOTAL PARCEL ID 051-801-56 NEW DRAIN FIELD ADVANTEX TREATMENT UNIT WITH 1500 CAL. STEEL TANK AND PUMP VAULT MT FINAL GRADE TWO STORY DWELLING LTER FABRIC to, BOTTOM OF BED = 107.7 (AVG) 77 �-2'..MOA APPROVED Sk&4 PROPOSED SEPTIC SYSTEM PROFILE REC'D DWG NASK4 P.O. BOX 2749 OF A� �:' RIM � ............ PALMER, ALASKA 99645 ENC EE PHONE: (907)745-0222 I'vc. FAX: (907)746-0222 F TH W.O. 0401064 SCALE: 1 40' 1 FILE: 0401064 ... . ... . ... Charles A. Leet .- 10 LOT 16, BLOCK 8, TABLELANDS SUBDIVISION, CE 10480 .*413 PLAT No. 2004-25, ANCHORAGE RECORDING DISTRICT, ANCHORAGE, AK .......... EASEMENTS OF RECORD OTHER THAN THOSE SHOWN ON THE RECORDED PLAT ARE NOT SHOWN HEREON. PERMIT NUMBER SW040492 FINISH GRADE 105.4AVG) MAX. SLOPE 3:1 3/4-1 1/2' SEPTIC ROC EXISTING GROUND 103!(AVC) REMOVEDTOPSOIL AND REPLACE VVITH CLEAN SAND FILL, TO BOTTOM OF SEPTIC ROCK. BOTTOM ELEV - 100.0 BED DETAIL "a. 2: P� F 49T.H*'I PARCEL ID 051-801-56 MOUND SAS SECTION BED SECTION i-�- REC'D DING ASK)II RIM � W.O. 0401 ENC�7�Arq MONITOR TUBE CAPPED (TYP) 3- MONITOR TUBE P.O. BOX 2749 PALMER, ALASKA 99645 IJVC- PHONE: (907)745-0222 FAX: (907)746-0222 F /26/05 ISCALE: nts I FILE: 0, MIN. "..,..bl. w.r . mupling C PVC perfor&W 0 6, ��.10 In 0".� �4 1064 Charles A. Leet ' 5 CE 10480 LOT 16, BLOCK 8, TABLELANDS SUBDIVISION, ........... PLAT No. 2003-25, ANCHORAGE RECORDING DISTRICT, ANCHORAGE, AK �31 EASEMENTS OF RECORD OTHER THAN THOSE SHOWN ON THE RECORDED PLAT ARE NOT SHOWN HEREON. PERMIT NUMBER SW040492 AdvanTex Treatment System AX 20 Series - Mode 3a Filtrate Return Line Inlet — PARCEL ID 051-801-561 NOTE: PLACE A MIN. OF 4 FEET OF EARTH COVER (OR EOUIVALENT) OVER TIC TANK. ONE INCH OF WESTERN SULFOAM [I" (OR EO.) MAY BE 3STITUTED FOR ONE FOOT OF EARTH �ER UP TO A MAX. OF TWO INCHES ULATION. Inlet Riser/Lid Recirculating Splitter Valve (RSV) w;th Ouick Disconnect Discharge Filtrate invert =97.4+/— Inlet � Fr -- OF . . . . . . . . .. . . . . . . Charles A. Leet CE 10480 REC'D DWG W.O. 0401064 Top View —Discharge Filtrate To of manhole f8PrLTe1OY4er(A\ 0 = 0 (AVG) 2" Die. Vent 24" Die. PVC Riser/Lid Slope f(min 2 Compartment Tank to drain field I --- \—J BOTTOM = 100.4 (AVO� �/' Orenco pump Side View —\Biotube Pump Package vault A A� P.O. BOX 2749 C R1Mj.ajNC_ PALMER, ALASKA 99645 — , 5EE PHONE: (907)745-0222 FAX: (907)746-0222 DATE: 8/2 /05 1 SCALE: Fits I FILE: 0401064 LOT 16, BLOCK 8, TABLELANDS SUBDIVISION, PLAT No. 2003-25, ANCHORAGE RECORDING DISTRICT, ANCHORAGE, AK EASEMENTS OF RECORD OTHER THAN THOSE SHOWN ON THE RECORDED PLAT ARE NOT SHOWN HEREON. Rug 30 05 03:20p SUDSBURY'SLSONS 907 696 1612 P.3 nug 30 05 03:30p Shelton Electric Co Inc 907 561 4255 P.1 SHELTON ELECTRIC COMPANY INC. -c- 1720 E. 59t, Avenue Anchorage, AK 9W7 (907)5M249 (907)376.5794 FAX (9D7)561A255 Augija30.2005 Sudsbury & Sons, LLC 10M Ea* River Road 0122 Eagle Riv6, AK W77 RE: Lot 16 Block 8 Tableland This letter is stating that the Advanlec System installed for fts property is iOred according to the manufactures specifications and NEC Elect(ocal code, If you have any quesfons or concems, please do rot hesitate to call me. Rich Worrell MUNICIPALITY OFANCHORAGE Development Services Department On -Site Water& Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ON-StTE WASTEWATER DISPOSAL SYSTEM PERMIT Initial Permit Number: SW040492 Legal Description: THE TABLELANDS BLOCK 8 LOT 16 Design Engineer: 0032 Alaska Rim Engineering Owner Name: SUDSBURY AND SONS Owner Address: 1092 EAGLE RIVER ROAD, SUITE 122 ANCHORAGE. A 99577 - N6Z Date Issued: Dec 13, 2004 Expiration Date: Dec 13, 2005 Parcel ID: 051-801-56 Site Address: 22601 DEER PARK DRIVE Lot Size: 40000 SO. FT. Total Bedrooms: 4 Permit Bedrooms: 4 This permit Is for the construction of: R-/ Disposal Field [?] Septic Tank Holding Tank E] 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 Xaska 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, seated, and heated to prevent freezing. 5. The following special provisions. a.) The upper six Inches of the mound system shall consist of top soil and be vegetated sufficlently to prevent erosion. b.) Maximum depth of system, exclusive of filter sand, shall not exceed the original ground surface. Received By - Date: Issued By. ;�� Date: /Z Ar X ;IP 1r. .................... .... .4 4PI 71 77 MLI P, p., -I'—, lot dox -7.- - .. ........ V"A A v 7� 7 —',. I-- Oi'A ZJ -J OV 0 T4- 11 -. . t. Ip 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 SEWERMELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. LYS1 - 5';!:1n I — 511) Permit Number SW Property owner(s Sudsbury and Sons Dayphone 907.696.1610 Mailing address (1) 1092 Eagle River Road, Suite 122 h9_15Y) _ddress (2yJ�9 r C"`< Zip Code G957 -7 -- Le Legal description (Lot, Block & Sub'd.) Lot 16, Block 8 Tablelands Subdivision Legal description (Section, Township & Range) Lot Size 40.000 Acres/Sq.Ft. THIS APPLICATION IS FOR: Number of Bedrooms 4 Sewer Only El Well Only Sewer and Well Water Storage Sewer Upgrade THIS PROPERTY CONTAINS: Hot Tub 13 Jacuzzl El Swimming Pool M Water Softening Unit [3 Therapy Pool 13 I certify that the above information is correct. I further certify that this application is being made for a Single Family Dwelling and is In accordance with applicable Municipal Codes. (Signature of pr4drty owner or authorized agent) PermitFees: Waiver Fees: Date of Payment: 102/ 1 /C)o Date of Payment: Receipt Number. 01 _\ftM Receipt Number. (Rev. 12100) Tim 319111ech(lig, �911c. Phone (907) 745-0222 Fax (907) 746-0222 akdmOrogershsa.com December 9, 2004 Ms. Julie Makla Municipality of Anchorage Development Service Department Building Safety Division On -Site Water and Wastewater Program PO Box 196650 Anchorage, AK 99519-6650 RE: Lot 16. Block 8, Tablelands Subdivision Subject: Revised Septic Design ADVANTEX " TREATMENT SYSTEM Dear Ms. Makala: P.O. Box 2749 Palmer. Alaska 99645 Based on our conversations on December 3, 7. 8. 2004 we are submitting the following redesign for the above referenced lot. The redesigned is based on the high water tables and tight soils. The proposed dwelling is to be served by a community water system and an onsite septic system. DESIGN SUMMARY Soils Three test holes for ground water and percolation test was excavated on October 4, 2004, and the soils logged by our firm. A monitoring tube was Installed in Test Hole C at that time. Percolation tests were conducted on October 4, 2004 and re perked on the October 15, 2004. These three holes percolation rate s exceeded 60 minutes per inch but was less than'120 minutes per inch. In the area of Test A, B and C an advance treatment wastewater disposal system is recommended. Advantex system has received Class III approval and the allowable application rate for these soils is 0.5 gpd/sqft. Engineers - Planners - Surveyors Lot 16, Block 8, Tablelands Subdivision Page 2 12/9/2004 On October 21, 2004 one test hole and two perk holes were excavated. The test hole and perk tests were log by our firm. In the area of test hole D, E and F we are proposing a bed type leach field. The proposed drainfield will be designed within the 30 -feet radius of the test hole and perk tests. The attached Soils Log — Percolation Test forms shows the approximate location of the test holes. The soils were rated in the field as GM, gravel with silt. The percolation test E and F percolation rate was 60 minutes per inch which translates to a wastewater application rate of 0.3 gpd/sqft. Advantex system has received Class III approval and the allowable application rate for these soils is 2 gpd/sqft. Recognizing the tighter soil in the area we propose an application rate of 1 gpd/sqft. Groundwater was encountered during the initial excavation of the test holes. Test Hole C and D both have monitoring tubes. Monitoring tube C water elevation was determined on October 15, 2004 to be 95.89 and monitoring tube D water elevation was determined on October 28, 2004 the to be at elevation 96.0 Wastewater Design The following is a summary of the proposed design of the trench SAS: Percolation rate: 60/120 minutestinch Soil application rate: I gpd/sqft Number of bedrooms: 4 Daily wastewater flow: 600 gpd Drainfield: 15'x 40'bed Septic tank: 1,500 gallons STEP Minimum absorption area: 600 sqft Total depth: remove organics only ft Effectivedepth: .5 ft Width: 15ft MOA approved sand'filter 2 ft Minimum bed length 40ft Effective absorption area: 600 sqft We have shown a replacement bed in the same vicinity of the proposed system. AdvanTexTm Treatment System The STEP tank with the Advantex Treatment System will be manufactured by Anchorage Tank & Welding to meet the latest design criteria established by Orenco Systems, Inc. The point of contact at Anchorage Tank is Lowell McNutt. As with their standard STEP tank, it is equipped with a high water alarm per MOA requirements. Topography The topography of this lot is that it slopes evenly from the northwest to the southeast, with the contours perpendicular to the long lot lines. The slope is approximately 1%-2% throughout the lot. The proposed septic field will run perpendicular to the contours. Lot 16, Block 8, Tablelands Subdivision 12/9/2004 Page 3 With the house at a lower elevation than the proposed leach field we plan to use a septic tank with an effluent pump. Surface Water There are no surface waters within 100 feet of the proposed septic system. Surrounding Properties This property and the parent subdivision will be served by community water system. We are unaware of any adverse impacts this installation would have on adjacent wells or septic systems. Development on this lot will not preclude development septic systems on neighboring lots in the future. If you have any questions regarding this report or its recommendations, please feel free to contact me. Sincerely, ALASKA RIM ENGINEERING, INC. OAJ —7�. Charles A. Leet Professional Engineer CC: Sudsbury and Sons AK Rim Engineering File No. 04-01064 Attachments: MOA On -Site Sewer/ Well Permit Application Form MOA Soils Log — Percolation Test Form Septic System Dwgs. (5 pages) '4 f AL,4 4 k 'Led C, low m EL=104.7'7\ 30' z EL=100.2' u PT TP TP Q5 TBM -9 13 A 04010 4A > LOT F. As 3 NO CAR a. F.F. EL=10 5' 10 TP POSED TWO STORY DWELUNG"% EL --100..5' EL=99.8' 1 "=50 TRANSFORME EL=102.3'N PAD -4 I T&E EASEMENT =9 '*,-IEDCE OF ASPHALT DEER Pld.RK DR IS- T&E EASEMENT EXCLUSION NOTE: IT IS THE RESPONSIBILITY OF THE OWNER OR BUILDER. PRIOR TO CONSTRUCTION, TO VERIFY PROPOSED BUILDING GRADE RELATIVE TO FINISHED GRADE AND UTILITIES CONNECTIONS. AND TO DETERMINE THE EXISTENCE OF ANY EASEMENTS, COVENANTS, OR RESTRICTIONS WHICH DO NOT APPEAR ON THE RECORDED SUBDIVISION PLAT. -;V!U' P.O. BOX 2749 4%%%% SITE PLAN OF . . ........... PALMER, ALASKA 99645 EJVC PHONE: (907)745-0222 TH FAX: (907)746-0222 04 1 SCALE: 1 = 1064 .. .. .. . ..... ... W.O. 04010641DATE: 11/2/ 50' 1 FIl F- n4n ..... ...... ... ........... ,0* Chades A. Leet Lot 16, BLOCK 8, THE TABLELANDS SUBDIVISION, ,r -- C 10480 ..-* PLAT No. 2004-25, ANCHORAGE RECORDING DISTRICT, ANCHORAGE, ALASKA EASEMENTS OF RECORD OTHER THAN THOSE SHOWN ON THE P ss0v RECORDED PLAT ARE NOT SHOWN HEREON. SHEET I OF 5 W-�l . x40' PT SOIL ABSORPTION BEDS TP ?600 SQFT (SEE NOTE 1) Tp Do REPLACEMENT /AREA m LOT 16 40,136 S.F. PROPOSED 1500 GAL. PT ADVANTEX TREATMENT UNIT 1" 40' WITH PUMP VAULT STEEL TANK SHALL BE COATED WITH POLYURETHANE PROTECTION 4� TIP ED S 1-; C TBM 04010 4, GARAGE 40� F.F. EL,, 102* PROPOSED TWO STORY DWELLINC% TRANSFORM NOTF 1- SEPTIC SYSTEM PLOT PLAN EXCAVATE A BED THAT IS 1.0 FEET DEEP MAX. (REMOVE ALL ORGANIC) BY 15 FEET WIDE BY 40 FEET LONG. ADD 2 FEET OF M.O.A. APPROVED SAND FILTER AND THEN 0.5 FEET OF CLEAN. WASHED SEWER DRAINROCK. THE DISTRIEU71ON LINES ARE TO BE 1.25 INCH PVC WITH 1/4 INCH HOLES SPACED 34 INCHES ON CENTER (10 HOLES PER LATERAL/30 HOLES TOTAL) SEE DETAILS THIS SHEET FINAL GRADE NOTE 2 1 1 100.0 FT PLACE A MIN. OF 4 FEET OF EARTH COVER (OR EOUrVALENT) OVER A13SORPTION BED. ONE INCH OF WESTERN -INSULFOAM 11- (OR E0.) MAY BE SUBSTITUTED FOR ONE FOOT OF EARTH COVER .4 UP TO A MAX. OF TWO INCHES OF INSULATION. F & I 4—INCH CLEAN OUT(TYP) (NOT REOUIRED FOR —\ PRESSUIZED SYSTEM) i66kD) SEE SHEET NOTE 2 4 OF 5 FOR I I I I / DETAILS PROPOSED SEPTIC SYSTEM PROFILE SEPTIC ALAS P.O. BOX 2749 RIM PALMER. ALASKA 99645 ENG11 EE 1Jvc- PHONE: (907)745-0222 FAX: (907)746-0222 49TH [-W.00401 Mt. ... P. - 064199L�2/04 ISCALE: I" = 4(Y FILE- . . . . . . . . . . . . . . . . . i? . Z-4 Charles A. Leet o ' e LOT 16. BLOCK 8. TABLELANDS SUBDIVISION. PLAT No. 2004-25, ANCHORAGE RECORDING DISTRICT, ANCHORAGE, AK EASEMENTS OF RECORD OTHER THAN THOSE SHOWN ON THE RECORDED PLAT ARE NOT SHOWN HEREON. 5 AdvanTex Treatment System AX 20 Series - Mode 3a Filtrate Return Line Inlet — NOTE PLACE A MIN. OF 4 FEET OF EARTH COVER (OR EQUIVALENT) OVER SEPTIC TANK. ONE INCH OF WESTERN -INSULFOAM 11' (OR EQ.) MAY BE SUBSTITUTED FOR ONE FOOT OF EARTH COVER UP TO A MAX. OF TWO INCHES OF INSULATION. � Discharge Filtrate Top View Inlet Riser/Lid = AdvonTex Filter Top of —um — — ILU— ---7�1— 2" Dia. Vent 9 Recirculating Splitter Valve (RSV) with Ouick Disconnect t 11 1 1 -1--24" D;o. PVC Riser/L;d "ImjIVE rid M�Aw A Discharge Filtrate Inlet 01 -1a - (�F4 %'- 2 Compartment Tank Orenco,,pump Skle View \Biotube Pump Package vou OF ADVANTEX LLASKI P.O. BOX 2749 . ....... A4 TREATMENT RIM PALMER, ALASKA 99645 C' SYSTEM EAC EE IIVC- PHONE: (907)745-0222 DETAILS R� FAX: (907)746- 51 1 F W.O. 04010641DATE: 12/ 8/041SCALE: nts FILE: 0401064— Charles A Leet :, CE 10i8l) LOT 16. BLOCK 8. TABLELANDS SUBDMSION, PLAT No. 2003-25, ANCHORAGE RECORDING DISTRICT, ANCHORAGE, AK EASEMENTS OF RECORD OTHER THAN THOSE SHOWN ON THE RECORDED PLAT ARE NOT SHOWN HEREON. MAX SLOPE 3:1 3/4-1 1 SEPTIC I EXISTING GROUND P.� !I! BED DETAIL 4� EARTH FILL SEE NOTE 2 THIS SHEET 0 REMOVE TOPSOIL AND REPLACE WITH CLEAN SAND FILL. TO BOTTOM OF SEPTIC ROCK. MOUND SAS SECTION MIMM-M, BED SECTION MONITOR TUBE CAPPED (TYP) 2' MIN. I MONITOR TUBE F SITE PLAN P.O. BOX 2749 K' SK AS A PALMER, ALASKA 99645 EJVGIArjEERAR1MIl, INC. PHONE: (907)745-0222 FAX: (907)746-1 F W.O. 0401064 JDATE: 11 /2/04--FS—CALE- nts I FILE: 54-01 Charles A. Leet * 4�' I - C:9 c- �Wl LOT 16, BLOCK 8. TABLELANDS SUBDIVISION, PLAT No. 2003-25, ANCHORAGE RECORDING DISTRICT, ANCHORAGE, AK EASEMENTS OF RECORD OTHER THAN THOSE SHOWN ON THE RECORDED PLAT ARE NOT SHOWN HEREON. 5 . I.- - . .. V� 1: ln.W &U V.,(.t.4 PVC UM (�� 001 F� t ft. .�ti") ABSORPTION BED PLAN VIEW BED SECTION 104 Q' 15' t In %..o perf�t.d PW bok �4 4h.l. d.) SECTION X—X tw MONITOR TUBE P.O. BOX 2749 SITE PLAN kLASK4 ENG lt�' RIM PALMER, ALASKA 99645 PHONE: (907)745-0222 9TH VRII�l FAX: (907)746-0222 W.O. 04010641DATE: 11/2/04 ISCALE: nts Charles A Leet : — g CE lOi8O LOT 16, BLOCK 8, TABLELANDS SUBDIVISION, PLAT No. 2003-25, ANCHORAGE RECORDING DISTRICT, ANCHORAGE, AK gcssl'0� zg:, EASEMENTS OF RECORD OTHER THAN THOSE SHOWN ON THE I RECORDED PLAT ARE NOT SHOWN HEREON. SHEET 5 OF 5 (ACagh TNII 319111CCA111g, '911C. Phone (907) 745-0222 Fax (907) 746-0222 akHmOrogershsa.com November 3. 2004 Ms. Julie Makla Municipality of Anchorage Development Service Department Building Safety Division On -Site Water and Wastewater Program PO Box 196650 Anchorage, AK 99519-6650 RE: Lot 16, Block 8. Tablelands Subdivision Subject: On -Site Sewer Permit Application Dear Ms. Makala: RO. Box 2749 Palmer, Alaska 99US The owner of the above referenced lot is proposing to construct a 4-bedroorn single family dwelling (see attached Plot Plan). The Proposed dwelling is to be served by a community water system and a Private septic system. With this letter we are requesting plan review and a permit to install an onsite septic system to serve the Proposed development. DESIGN SUMMARY Solis Three test holes for ground water and percolation test was excavated on October 4, 2004, and the soils logged by our firm. A monitor tube was installed in Test Hole C at that time. Percolation tests were conducted on October 4, 2004 and re perked on the October 15, 2004. These three holes percolation rate s exceeded 60 minutes per inch but was less than 120 minutes per inch. In the area of Test A, B and C an advance treatment wastewater disposal system is recommended. On October 21, 2004 one test hole and two perk holes were excavated. The test hole and perk tests were log by our firm. In the area of test hole D, E and F we are proposing a bed type leach field. Engineers * Planners - Surveyors Lot 16, Block 8. Tablelands Subdivision oel�' Page 2 )7wlt��cer 't, 7o6q The Proposed drainfield will be designed within the 30 -feet radius of the test hole and perk tests. The attached Soils Log — Percolation Test forms shows the approximate location of the test holes. The soils were rated in the field as GM, gravel with silt. The percolation test E and F percolation rate was 60 minutes per inch which translates to a wastewater application rate of 0.45 gpd/sqft. Groundwater was encountered during the initial excavation of the test holes. Test Hole C and D both have monitoring tubes. Monitoring tube C water elevation was determined on October 15, 2004 to be 95.89 and monitoring tube D water elevation was determined on October 28,2004 the to be at elevation 94.0 On 4/2/04 and 4/12/04. Wastewater Design The following is a summary of the Proposed design of the trench SAS: Percolation rate: 60 minutes/inch Soil application rate: 0.45 gpd/sqft Number of bedrooms: 4 Daily wastewater flow: 600 gpd Drainfield: 18'x I I V bed Septic tank: 1,250 gallons STEP Minimum absorption area: 2000 sqft Total depth (max): 2 ft Effective depth: naft Width: 18 ft Reduction factor: NA Minimum length: 111 ft (2-56ft trenches) Effective absorption area: 2,016 sqft We have shown a replacement bed in the same vicinity of the proposed system. We also recognize that the replacement system could also be an advance treatment system. Topography The topography of this lot is that it slopes evenly from the northwest to the southeast, with the contours perpendicular to the long lot lines. The slope is approximately 1%-2% throughout the lot. The proposed septic field will run perpendicular to the contours. With the house at a lower elevation than the proposed leach field we plan to use a septic tank with an effluent pump. Surface Water There are no surface waters within 100 feet of the proposed septic system. Waivers In order to minimize the influence onto the neighboring properties we are request the width of the bed be increased from 15 feet to 18 feet. Lot 16, Block 8, Tablelands Subdivision Page 3 Oembe �.� rb.spr0o.r Z.Ucq Surrounding Properties This property and the parent subdivision will be served by community water system. We are unaware of any adverse impacts this installation would have on adjacent wells or septic systems. Development on this lot will not preclude development septic systems on neighboring lots in the future. If you have any questions regarding this report or its recommendations, please feel free to contact me. Charles A. Leet Professional Engineer INC. CC: Sudsbury and Sons AK Rim Engineering File No. 04-01064 Attachments: MOA On -Site Sewer/ Well Permit Application Form MOA Soils Log — Percolation Test Form Septic System Plot Plan (3 pages) BLOCK LOT 15 > LA rn z 30, 30, EL=104.7' BASIS OF BEARING ,,,-EL-1 0.2' S89*56'06"W 252.75'(M) 252.816'(R) u 40 131 TP (A (A PT TBM1 00 00 EL- 101 04OI0d4A __3 C3 C3 n CA 70 �4 Ln 9 > 0-6 PR 46 L TWO STORY "GARAGE 00 EL -1 rn r1i 122.7 DWELLING F.F. EL., 102' 25.0 �4 (.4 Tp EL 100.5 _T 00) PT ;1 \ (D If, 0 PROPOSED EL-99.8'�� ;a 8 PAVED (D DRIVEWAY TRANSFORMER� .2100o ��% v A, EL=I .3'-\ PAD ct -- — — — — — — — — H_ 4 \ \ 15' T&E EASEMENT =99. L"80-34 L�15 3" 1k '803 N89*58'08',',E 117.33,(M L 9 R .00 N89*56'06 E 117.37( �_IEDGE OF ASPHAIL_.Q,___--- L01. DEER PARK DR. 15' T&E EASEMENT — — — — — — — — — — — — — — 1 "=50 - EXCLUSION NOTE: IT IS THE RESPONSIBILITY OF THE OWNER OR BUILDER, PRIOR TO CONSTRUCTION TO VERIFY PROPOSED BUILDING GRADE RELATIVE TO FINISHED GRADE AND UTILITIES CONNECTIONS AND TO DETERMINE THt EXISTENCE OF ANY EASEMENTS. COVENANTS. OR RESTRICTIONS WHICH 00 NOT APPEAR ON TH� RECORDED SUBDIVISION PLAT. J_�_ - SITE PLAN AS P.O. BOX 2749 _Z,Z�Z OF A4.1%D RIM PALMER, ALASKA 99645 . ...... . . 'EE PHONE: (907)745-0222 ENG INC. ASK RIM EE JA F 491H_ FAX: (907)746-0222 . . ... .... ... .. ...... W.O. 0401064 DATE: 11 /2/04 1 SCALE: 1 50' 1 FILE: 0401064 ... ..... .... ... Charles A. Leet Lot 16, BLOCK 8, THE TABLELANDS SUBDIVISION, CE 10�80 —25, ANCHORAGE RECORDING DISTRICT, ANCHORAGE, 'ALASKA PLAT No. 2004 .......... SE SHOA ON THE EASEMENTS OF RECORD OTHER THAN THO %KPROFESSIlyk RECORDED PLAT ARE NOT SHOWN HEREON. %Ilwnl� SHEET I OF 2 PERMIT NUMJCR 0 0 0 C5 �j 0 C" OUT 9 LH arles A. Leet CE 10480 , PID NU BER BASIS OF BEARING S89*56'06"W 252.75*(M) 252.86'(R) ZABLE FLOW PUTTER To S Tp co 04OIOd4A 1250 GAL. STEEL SEPTIC TANK '�s LA WITH PUMPING VAULT PRO C-9 00 TWO STORY 122.7 DWELLING 1p 25.0 - 2— 18" 56' SOIL AB ORP N BEDS 2016 SOFT — — — — — — — — — — 7.33'�M '�O.0 N89 -58'08"E 11 00 N89*56'06"E 117.37' R SEPTIC SYSTEM PLOT PLAN ..pp.d el.anout .0 'boo,tion (o. =m .t 3 of 3)) SEPTIC SYSTEM PROFILE SEPTIC AS P.O. BOX 2749 & RIM PALMER, ALASKA 99645 ENG E INC. PHONE: (907)745-0222 FAX: (907)746— W.O.'04010641DATE: 11/2/04 ISCALE: 1" = 50' LFILE- 0401�64 Lot 16, BLOCK 8 THE TABLELANDS SUBDIVISION, PLAT No. 2004-25, ANCHORAGE RECORDING DISTRICT, ANCHORAGE, EASEMENTS OF RECORD OTHER THAN THOSE SHOWN ON THE RECORDED PLAT ARE NOT SHOWN HEREON. SHEET 2 OF 3 Hot* U It.11 all perf ... td PVC 1.1 (vnwa 001 foot of .... w.t.U... it um�d ". Not. 2 1-0101IM112VIIIALF KnW 2; Mr. a malmarnu. of 41-f.� of 0 (or *quival*nt) �r &�rptioft b inu,in or V..t.rn *Insulfoern a' (. b. ub.Ut.t� for on. foot of m up to & W.M.U. of t.. Inch. ABSORPTION BED PLAN VIEW 18' n PM.I.t.d PVC (n.l. d.,nn) SECTION X—X re..bl. ffR- top ground inurface �r MONITOR TUBE coupling PVC =td 6' In �.' rock I I &ASK4 P.O. BOX 2749 IIF Atrq%� SITE PLAN . ....... I RIM PALMER, ALASKA 99645 ENG,(;EE —0222 !�INC- PHONE: (907)745 FAX: (907)746-0222 . .. . t nATF'. 11 J'q ....... F! .. ... .. W.O. 0401 FILE: 0401064 Charles A Leet CE 10�80 LOT 16, BLOCK 8, TABLELANDS SUBDIVISION, PLAT No. 2003-25, ANCHORAGE RECORDING DISTRICT, ANCHORAGE, AK P 1'*** EASEMENTS OF RECORD OTHER THAN THOSE SHOWN ON THE QPkK1c1r[Si1A RECORDED PLAT ARE NOT SHOWN HEREON. SHEET 3 OF 3 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 I I Performed For. Sudsbury and Sons Date Performed: Legal Description: Lot 16. Block 8 Tablelands Subd. Township. Range. Section: Depth A 2. 1, 3- 4- 5- AMD 6- -LT�\�Lttj -I/ e sot) WAS GROUND WATER ENCOUNTERED? 10_ IF YES. AT WHAT DEPTH? Is, L Depth to Water After 1 _r 1 Monitoring? EP 1 3- 14 .1 15_ 16 CAV 7 I 1 1 Date PERCOLATION RATE I ZC> PERC HOLE DIAMETER TEST RUN BETWEEN 0--k, FT AND FT II .-- — I— PERFORMED BY: Jim Byers I Chuck Leet I ChadesLeet,P.E. 11al CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFtgff ON THIS DATE. DATE: 11004 Municipality of Anchorage ER' Development Services Department 00 Building Safety Division On -Site Water and Wastewater Program so 4700 South Bragaw St. P.O. Box 196650 Anchorage. AK 99519-6650 w�muni.org/onsile (907) 343-7904 Soils Log - Percolation Test Performed For. Sudsbury and Sons —Date Performed: 10/4104 Legal Description: Lot 16, Block 8 Tablelands Subd. Township, Range. Section: Slone Site Plan �Fct.T ��e -B o—) 0RC-)X)r0%(_-V1X W 5ee—p No' ZoTrzvv.�F- -T'r,S-r %-%o L -C - COMMENTS K3,, WAS GROUND WATER ENCOUNTERED? 1?ef, IF YES. AT WHAT DEpTH? jq' L 0 Depth to Water or P monhod"g? E Date: 01A PERCOLATIONRATE 1'20 (-VKAV.VKh) PERC HOLE DIAMETER TEST RUN BETWEEN FT AND Lj FT PERFORMED BY: Jim Byers I Chuck Lost I ChadesLeet.P.E. I A IBI_ CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFqCj �,N THIS DATE. DATE: 1112fD4 �116wffll PERCOLATIONRATE 1'20 (-VKAV.VKh) PERC HOLE DIAMETER TEST RUN BETWEEN FT AND Lj FT PERFORMED BY: Jim Byers I Chuck Lost I ChadesLeet.P.E. I A IBI_ CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFqCj �,N THIS DATE. DATE: 1112fD4 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.MSO www.muni.orgfonsite (907) 343-7904 Soils Log - Percolation Test Performed For. Sudsbury and Sons —Date Performed: 1014/04 Legal Description: Lot 16. Block 8 Tablelands Subd. Township, Range, Section: Al. Site Plan Iffil flo'_r 0- 0ZG4_'A;C Vac.,k&1) '8� c4rtui (ism) q - lv— -�- 1 141154r\r, 1),nVise- nlor5+- I (Ism 1�g'6ezr (& I BoTtOryt Of= TM'r-OrL-e- o/-- WAS GROUND WATER ENCOUNTERED? IF YES. AT WHAT DEPTH? Depth to Water After Monitoring? Date: Reading Dale Gross Time Net Tim Depth to Water Net Drop Pre to-(/ I 16-fj_y�( �012- zc' il:qz zo fe-f-cf/ 5:lcr 130 PERCOLATIONRATE JOLO (�) PERC HOLE DIAMETER TEST RUN BETWEEN 4– FT AND 41 FT PERFORMED BY: Jim Byers I Chuck Levt I Charles Leal. P.E. &A L CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EF 71 THIS DATE. DATE: 1 W/04 Municipality of Anchorage Development Services Department Building Safety DMsbn On -Site Water and Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 �.munlvrglonsite (907) 343-7904 Soils Log - Percolation Test Performed For: Sudsbury and Sons —Date Performed: 10/21/04 Legal Description: Lot 16, Block 8 Tablelands Subd. TetAot-C -b COMMENTS -1-2 �Al I �� 4n ,;s4- ISM'i .4 Township, Range. Section: Site Plan WAS GROUND WATER ENCOUNTERED? yes IF YES. AT WHAT DEPTH? le) Depth to Water After Monitoring? Date: PERCOLATION RATE PERC HOLE DIAMETER TEST RUN BETWEEN _FT AND FT PERFORMED BY: Jim Byers I Chuck Lest I Charles Leet. P ERTIFYTHAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES I SDATE. DATE: 1112/04 �Iwml EM111TOW414 RE WE PERCOLATION RATE PERC HOLE DIAMETER TEST RUN BETWEEN _FT AND FT PERFORMED BY: Jim Byers I Chuck Lest I Charles Leet. P ERTIFYTHAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES I SDATE. DATE: 1112/04 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.orglonsfte (907) 343-7904 , ALA , :17MV E. a k Soils Log - Percolation Test I Performed For. Sudsbury and Sons —Date Performed: 10121/04 Legal Description: Lot 16. Block 8 Tablelands Subd. Towr�shlp, Range, Section: Slope Site Plan F -F T_T7 I I I I I I I I I I I 11 COMMENTS WAS GROUND WATER ENCOUNTERED? IF YES, AT WHAT DEPTH? Npth to Water After Monitoring? Date: a L P E PERCOLATION RATE (.W1W.Xh) PERC HOLE DIAMETER Ce TEST RUN BETWEEN FT AND Fir PERFORMED BY: Jim Byers I Chuck Leet I PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICII 'hades Lest, P.E. GUIDELINES IN CERTIFY THAT THIS TEST WAS THISDATE. DATE: 1112104 Municipality of Anchorage Development Services Department Building Safety DMsIon On -She Water and Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.muni.orglonsite (907) 343-7904 4100"LNGINE L) or . 0 a cralu % :'j; CE 10ASO. jr Soils Log - Percolation Test I Performed For: Sudsbury and Sons —Dale Performed: 10/21/04 Legal Description: Lot 16, Block 8 Tablelands Subd. Township. Range, Section: Slope Site Plan Tes-r "otx'V I I I 1 -1 1 1 1 1 1 1 1 1 COMMENTS WAS GROUNDWATER ENCOUNTERED? IF YES, AT WHAT DEPTH? Depth to Water After Monitoring? Dale: L P E Reading Date Gross Time Net rime Depth to Water Net Drop 1:2-5- Z21f) 15- Xf J::ys '-�o 15N, PERCOLATION RATE W (��) PERC HOLE DIAMETER TEST RUN BETWEEN 'I FT AND FT PERFORMEDBY: JIM Byem /Chuck Leet I Charles Leet, RE 4cs L, A 1, CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN ErFLVION THIS DATE. DATE: 111004 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.orglonsite (907) 343-7904 ON-SITE SEWER/WELL SUBMITTAL COMMENT SHEET To: Alaska Rim EMinee ing. Inc. Legal description: The Tablelands Subdivision, Block 8. Lot 16 The attached paperwork has been reviewed and Is being returned for the following reasons: IME Original signature or stamp missing on _ Calculation error in design. Please use the application rate of a bed Ustem. Additional soils information needed. Water monitoring results inadequate. Discrepancy In Information submitted. Topographic information missing or inadequate. Incomplete; missing _ Additional adequacy test information needed. Water sample unacceptable. Measured/proposed distances/dimensions missing. Locations of all soils, percolation and water monitoring tests not shown. Proposed system too deep for observed groundwater levels. 1--nd surface on 12/2/2004, Well log required. El Omission in narrative. El Insufficient fill over tank or field. Groundwater at 5 feet below the ap2rt, Name of reviewer Julie Makela. P.E. Date: 12/7/2004 Please supply the necessary information and re -submit your request. LEAVE THIS FORM ATTACHED TO THE PAPERWORK �Ot� 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.orglonsite 41111S� (907) 343-7904 'j CERTIFICATE OF HEALTH AUTHORITY APPROVAL 4�P*4se FOR A SINGLE FAMILY DWELLING Parcel I.D. 051-801-56 HAA # Expiration Date: 1. GENERAL INFORMATION Complete legal description to-tl!6, 610"ck"8. The Tablelands Location (site address ordirections;;-��` b Current Property.!D-wner(s) 'Sudsbu � & so"Pt . Day phone 696-1610 Mailing address . 1�.92 igle.Ri . ver Rd.; Eagle River. AK 99577 Lending agency Day phone Mailing address Real Estate Agent Day phone Mailing Address Unless otherwise requested, HAA willbe heldbyDSD forpickup. 2. NUMBER OF BEDROOMS: 3. TYPE OF WATER SUPPLY. TYPE OF WASTEWATER DISPOSAL: Individual Well 13 Individual On-site Ej Individual Water Storage 0 Individual Holding tank 11 Community Class_ Well 11 Community On-site 13 Public Water System El Public Sewer 0 The Municipality of Anchorage Development Services Department (DSD) Issues Certificates of Health Authority Approval (HAA) based only upon the representations given In paragraph 4 by an independent professional civil engineer registered In the State of Alaska. Certificates of Health Authority Approval are required for the transfer of title (except between spouses) for Properties served by a single-family on-site wastewater disposal and/or water Supply system. DSD also Issues HAAs upon request to homeowners. Certificates of Health Authority Approval are valid for 90 days from the date of Issue for properties served by a private or Class C well and may be reissued with new water sample results. (certificates may be reissued for a period of up to one year with valid water samples.) Certificates are valid for one year for properties served by Class A or B wells or a public water system. The Municipality of Anchorage Is not responsible for errors or omissions In the professional engineer's work. 4. STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation, based on procedures outlined in the Health Authority Approval Guidelines for this application, shows that the on-site water supply and/or wastewater disposal system Is(are) safe, functional and adequate for the number of bedrooms and type of structure Indicated herein. I further verify that based on the Information obtained from the Municipality of Anchorage files and from my Investigation and Inspection, the on-site water supply and/or wastewater disposal system Is(are) in compliance with all applicable Municipal and State codes, ordinances, and regulations In effect at the time of Installation. Name of Firm Alasla Rim Engineering. Inc. Address P.O. Box 2749; Palmer, AK 99645 Engineer's, Printed Name Charles A. Leet. P.E. 5. DSD SIGNATURE I/ Approved for bedrooms. Disapproved. v Phone 907-745-0222 =6105 Conditional approval for _ bedrooms, with the following stipulations: Attachments: HAA Checklist X Septic System Advisory Well Flow Advisory Maintenance Agreements Supplemental Engineers Report Other By: Original Certificate Date.- 9, ( Ini (P�. 01A)2) Municipality of Anchorage Development Services Department Building Safety Division S A I On -Site Water & Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-66W www.muni.orgilonsde (907) 343-7904 HEALTH AUTHORITY APPROVAL CHECKLIST Legal Description: Lot 16, Block 8, The Tablelands Parcel ID- 051-801-56 A. WELL DATA Well type — Date completed — Total depth ft. Date of test Static water levet Well production WATER SAMPLE RE� Coliform _� If A. B, or C provide PWSID # — Sanitary seal (Y/N) — Cased to FROM WELL LOG 9 -P.M. va ;ULTS' 1j9s/i0b.mI.. 'Nitrate _mg.A. Well Log (Y/N) Wires properly project6d (Y/N) Arsenic: .. Date of sample: B. SEP'fiC/HO1LOIN4_. K I5.k*AP Tank*Type/Mai"l 04se Tank Steel Tank size' 15W%- 90. Number of Compartments 2 Fou�dafion deanout (Y/N) I!lfipression over tank (YIN) N New Pumper Date of pumping C. ABSORPTION FIELD DATA, Date inst�tted 3130/0§ A'� ��l rating (g.p.d.W or ft/bdrm) .4-5 Length 40 Width -15 ft. !��t (above ground) in INSPECTION ft. 9 -P.M. other bacteria colonies/100 mi. Collected by: Date Installed March, 2005 Cleanouts (Y/N) Y High water alarm (Y/N) LA System type Bed Gravel below pipe *5 Total depth 12 ft. Eff. absorption area Monitoring tube Y(2) Depression over field N Date of adequacy test NA Results (Pass/Fail) NA For 4 bedrooms Fluid depth in absorption field before test NA in. Water added NA gal. New depth _NA In. 'Elapsed Time': NA min. Final fluid depth NA In. . Absorption rate >= NA g.p.d. Any rejuvenation treatment (past 12 mo.) (Y/N & type) NA — If yes. give date D. LIFT STATION Date Installed 11DW 'Pump on" level at — in. Datum Bottom of tank E. SEPARATION DISTANCES Size In gallons 1500 'Pump off" level at _ in. Cycles tested New SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tank/lift station on lot Absorption field on lot Public sewer main Sewer /septic service line Manhole/Access (Y/N) Y High water alarm level at C�U. -2-7- in. Meets alarm & circuit requirements? ye On adjacent lots On adjacent lots Public sewer manhole/deanout Holding tank SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Building foundation 5+ Property line 5+ Absorption field 100+ Water main 10" Water service line 10+ Surface water 100+ Wells on adjacent lots NA SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line 10+ Building foundation 10+ Watermain 10+ Water Service line 10+ Surface water 100+ Driveway, Parkingivehicle storage 80+ Curtain drain NON KNOWN Wells on adjacent lots None F. COMMENTS 0. ENGINEER'S CERTIFICATION I certify that I have determined through field Inspections and review of Municipal records that the above systems are in conformance with MOA HAA guidelines in effect on this date. Engineer's Printed Name Charles A. Leet, P.E. Date 8126/05 HAA Fee $ 1 -JP�'� 2�6� 1 -Ar C��J -'50 Waiver Fee $ Date of Payment Date of Payment ReceiptNumber— Receipt Number (Rev. 12101) ADVANCED WASTEWATER TREATMENT SYSTEM MAINTENANCE AND REPAIR AGREEMENT MEMORANDUM OF UNDERSTANDING BETWEEN MUNICIPALITY OF ANCHORAGE AND ��ca THIS MEMORANDUM OF UNDERSTANDING made and entered into as of this Zadayof!N)�,xr::jV -of 20_e6by and between AcAr\C�. herein the "OVvWER," 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 (AWWTS), described as located at X r� Tyk5n, �,, 9, t-rAll Anchorage, Alaska. 2. Definitions. A. Alteration. Any change to the design or function ofan 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 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. Ile scheduled and as needed replacement of existing parts, components and pieces of an AWWTS that were included in - the original design which would allow the AWWTS to continue to perform as designed. E. Permit (Construction) An On -Site Wastewater Disposal System Construction Permit as defined by AMC 15.65. F. Permit (Operating) An Advanced Wastewater Treatment System Operating Permit. An annual permit, issued by the Municipality, that allows the Owner to operate an AWWTS, upon meeting all the requirements of this agreement, the conditions of Operating Permit, the requirements of the On -Site Wastewater System Construction Permit and all relevant provisions of AMC 15.65 3. Fee. Owner shall pay to Municipality an annual fee of -7-" )z -n ($#.00), payable on or before the issuance of the operating permit and annually thereafter. The annual fee is due on or before the anniversary date of the approval by the Municipality of installed system. 4. Term. The term of this Memorandum of Understanding shall be for the life of the AWWTS. The term begins on the date of approval by the Municipality of the installed system and shall continue while the AWWTS system is in use or operational or until the property is sold or title is transferred by owner and a new certificate of On -Site approval is issued to the new owner or transferee of the property. 5. Alterntions. Installation and Removal of Additional Equipment. Owner agrees not to make any alterations, removal of parts or additions to the AWWTS without a Construction Permit from the Municipality. 6. Maintenance and Repairs. A. Throughout the term of this Memorandum of Understanding, the Owner shall maintain AWWTS in good repair. In addition, it shall be the responsibility of the Owner during the term of this Memorandum of Understanding, and any extensions or renewals thereof, at the o%vner's sole expense, to pay for any and all: (1)'repair(s), (2) maintenance, (3) adjustment(s), (4) replacement costs, and (5) inspection costs. Further, Owner agrees to comply will all applicable ordinance, laws, regulations, rules and orders for the AWWTS. B. Owner agrees to provide the Municipality a written schedule of routine maintenance and repairs which have been performed on the system pursuant to the terms and conditions contained in the Ov.,ner'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 ONvner's AWNVTS Operating Permit is: C. Owner acknowledges that the fine schedule for failing to maintain and repair an AWWTS are codified in AMC 14.60. D. Owner agrees that only maintenance, repair personnel certified by the Municipality will inspect and make any necessary maintenance, repairs or permitted alterations to the system. E. Owner agrees to grant the Municipality reasonable access to test and inspect the AWWTS upon 24 hours written notice. F. Owner agrees that any sale or transfer of title of the property %%ill 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 no way constitute a waiver of the provisions, nor in any way effect the validity of the Memorandum of Understanding or any part hereof, or the right of such party thereafter to enforce each and every provision hereof. 8. Amendment. A. This Memorandum of Understanding shall only be amended, modified or changed by awriting, executed by authorized representatives of the parties, with the same formality of this Memorandum of Understanding was executed and such writing shall be attached to this Memorandum of Understanding as an amendment. B. For the purposes of any amendment modification or change to the terms and conditions of this contract, the only authorized representatives of the parties are: Owner: 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 shall be brought in the Superior Court for the Third Judicial District of the State of Alaska at Anchorage. The laws of the State of Alaska shall govern the rights and obligations of the parties under this Memorandum of Understanding. 10. Severabilit'v. 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: Date: STATE OF ALASKA )ss. THIRD JUDICIAL DISTRICT The foregoing instrument was acknowledged before me this _ day of 2q_, by I the . on behalf of the Municipality of Anchorage. NOTARY PUBLIC FOR ALASKA My Commission expires: of INDIVIDUAL NOTARY ACKNOWLEDGMENT: STATE OF ALASKA )SS. Third Judicial District �efora me the THIS IS TO CERTIFY that on this jk� dayol!0%!�� , <:�� undersigned. a Notary Public In and for AlasRa, personally appeared �A --,r— V-6ve-5 whose names are subscribed In the foregoing Instrument and known to me to be the person who executed the within Instrument and who acknowladoad to me that they sioned the same Iroely and voluntarily for the uses and purposes oherain contained. WITNESS MY hand and officlal seat. IAAAI/4 o'VARP. My commission expires: q -� —(-�