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TRAILS END BLK 3 LT 8A
Trails End Block 3 Lot 8A #015-191-67 Development Services Department Building Safety Division On -Site Water & Wastewater Program a 4700 Elmore Road r m P.O. Box 196650 Mark Begich Anchorage, AK 99507 Mayor www.muni.org/onsite (907) 343-7904 Pump Installation Log Well Drilling Permit Number: SW Date of Issue: Parcel Identification Number: (nor Legal Description Property Owner Name & Address: I9 C:-„ S'q�10q c) #_9W V -At 4Lrrzs/o 7RkV"29d AV4 13 3� oaf �9 A mss/ '? Pump Installation Date: )1146114 Pump Intake Depth Below Top of Well Casing: /S j Dfeet Pump Manufacturer's Name: 6r1)+.-rV 5 Pump Model: 22 Sgrfld — /90 Pump Size i hp Pitless Adapter Burial Depth: 1Z) feet Pitless Adapter Manufacturer's Name: AJAW `,05OAf Pitless Adapter Installer: 10,17 Well Disinfected Upon Completion? Kyes ❑ No Method of Disinfection: Comments: J►1 �JANCHORAGE WELL& PUMP SERV.Pump Installer Name: 330 EAST 76 AVENUE ANCHORAGE, AK 99515 PHONE: 907-243-0740 Attention: The pump installer shall provide a pump installation log to the DSD within 30 days of pump installation. Municipality of Anchorage Development Services Department A; Building Safety Division On-Site Water and Wastewater Program, 4700 Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 Page of www.d.anchorage.ak.us (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT (O SP,0090117 Permit Number: PID Number: 015-191-67 Name: Thomas cooper Wastewater System: ❑✓ New ❑Upgrade Address: 9138 Arlon Street, Suite A3, Anchorage, AK 99507 ABSORPTION FIELD Ptwne: Numberof Bedrooms: 230.8928 4 El Deep TrenGt ❑Shallow Trench ❑ Bed [a Mound ❑Other LEGAL DESCRIPTION Soil Rating: Total Depth from original grade: 5 GPD/F? +4 Ft. Block: 3 Lot: Subdimsion: aA Depth b pipe bottom from original gratle: Gravel depth beneath pipe: Trails End +1 Ft. 'S Ft. Township: Range: Section: Fill added above original grade: Gravel Length: 4-5 Ft. 20 Ft. Well: © New El Upgrade GravelwiMh: Numberollines: Distance es: between lin 10 Ft. 2 5 Ft classification (Private, A, B, C): Total Depth: Cased to: Total absorption area: Pipe Material: Private 145 Ft. 73 Ft. 200 Fro ASTM 3034 PVC Driller: Data Dried Static Water Level: InstallerDate Installed Alpine Drilling 7/18/07 0 Ft KC Alaska, Inc. 10/21-10/23/09 Yield: Pump SIN at: Casing Heigh Above Ground TANK 10 GPM Ft. >1.5 Ft. SEPARATION DISTANCES ❑ Septic ❑ Holding ❑ S.T.E.P. m Other. To Septic Absorption Lift Holding ubliUPnvate Manufacturer capacity: From Tank Field Station Tank Sewer Line Advantex(Anchorage Tank 1,500 Gal. Material: Number of Compartments: Wei >100' >100' >100' WA >25' Steel TWO Surface Water >100' >100' >100' N/A LIFT STATION S. an acturer Lot Line >5• >10' >5' N/A 500 Gal. OrencolAnchorage Tank _ikiN/A Pump on' avel at 'Pump off level at: High water alarm at Foundation >5' >10' >5' 28 in. 28 in. I OSI P2005-11 is contain Drain None Noted N/A Pump Make 8 Model OSI P2005-11 Electrical Inspections perbrtned by: Municipality of Anchorage Remarks: BENCH MARK Location and Description: Lower Level Concrete Slab. Assumed Elevation: 100.0 Ft. T Kimbrough Inspections performed by: Dates: let 10/22/09 Intl 10/23/09 g ll, o'�,0 •�• Development Services Department Approval a*-- 49�. /u fif "a "of L. Conditional Approval Date: @ ArR16tSON: ♦ rm^ :MICHM ti CE. Bl :\a` .,L � 7l 2- 4Y, # 11 PROF Reviewed and approved by: Date: pSsill ��RNgooe� (xe..daort -1 Municipality of Anchorage DEVEOPMENT SERVICES DEPARTMENT 4700 Elmore Road Anchorage, AK. 99519-6655 - 343-7904 Permit Number: SW070159 PLAT N0. 2002-50 TRAIL'S END SUBDIVISION LOT 8A, BLOCK 3 45,502 S.F. N 89'55'02'E 190.01' ORC1� WF]L n o M M Four Bedroom w o Home a 0 a b 6 a o z z s A*29, • MH2 MHM1' M2 ®rH1 u iH2 aM ane S F9'.S9'90'F 1A9 FA' PLAN AS -BUILT - SCALE 1' = 40' Page 2 of 3 PID No. 015-191-67 W D Z w a 30' w 0 O Municipality of Anchorage DEVEOPMENT SERVICES DEPARTMENT 4700 Elmore Road Anchorage, AK. 99519-6655 - 343-7904 On -Site Wastewater Disposal System or Well Inspection Report Permit No.: SWO90117 Page 3 of 3 PID No. 015-191-67 i 105.7 N � 105.5 x Finished Grade Geolexlile Fabric Drain Field Rock Coarse Municipally Approved Sand 86.0 Groundwater at 97.0' 5/15/01 Finished Grade �.�p�E..........q ... PROFILE AS -BUILT Scole: NONE�•e. 49th '= L .n......l1.... MICHAEL E. ANDERSON No. CE -4381 Insp MEMORANDUM DATE: June 7, 2012 TO: Jeff Poet FROM: Mike Anderson, P.E. 4l SUBJECT: Lot 8A, Block 3, Trails End Subdivision As -Built Report We have reviewed your comments concerning the As -Built Report for Lot 8A, Block 3, Trails End Subdivision and offer the following responses: 1. The well was drilled in 2007. At that time no pump report was required. The well driller did not complete a report upon completion of the well. 2. The ground surface fronting the house was graded nearly flat during the construction of the house foundation. The alignment of the bed is slightly different than the original plan and rotated partially counter clockwise. The bed, however was constructed on level ground and in conformance with Municipal requirements. ALPINE DRILLING & ENTERPRISES Permit Number: #SW070059 Date of Issue: 7-13-07 Parcel Identification Number: 015-191-67 Date Started: 7-18-07 Date Completed: 7-18-07 Is well located at approved permit location? ® Yes ❑ No Legal Description: Trails End Blk 3 Lt 8 A Property Owner Name & Address: Thomas & Michelle Cooper 8614 Blackberry Anchorage, Alaska 99502 lorehole Data: Depth (ft) Method of Drilling ® air rotary ❑ cable tool oil Type, Thickness & Water Strata. From To Casing type: steel -tick-up 0 2 Wall Thiclmess:.025 inches )rganics & silt 2 4 Diameter: 6 inches Depth: 73 feet rravelly silt rravelly sandy silt H2O ilt ravelly silt 4 41 44 52 41 44 52 69 Liner Type: Diameter: inches Depth: feet Casing stickup above ground: 2 feet Static water level (from ground level): 0 feet Pumping level: 166 feet after edrock 69 166 2 hours pumping 10 gpm Recovery Rate: 10 gpm 120 141 145 Method of Testing: airlift Well Intake Opening Type: ❑ Open End 0 Open Hole ❑ Screened Start feet Stopped feet ❑ Perforations Start feet Stopped feet Grout Type: bentonite granules Volume: 2 Depth: Start 0 feet Stopped ? feet Pump: Intake Depth feet Pump size hp Brand Name _ Well Disinfected Upon Completion? ® Yes ❑ No Method of Disinfection: chlorine tablets Comments: Well Driller: Alpine Drilling & Enterprises P.O. Box 110496 Anchorage, AK 99511-0496 Attention: The well driller shall provide a well log to the property owner within 30 days of completion and the property owner or the well driller shall provide a well log to the Development Services Department within 60 days of completion. ROM :Alpine Drilling FAX NO. :907 345 0202 Jun.07 2012 09:10AM P1 Development Services Department Building Safety Division WMarkegwht On -Site Water & Wastewater Program 4700 Elmore Road P.O. Box 196650 Anchorage, AK 99507 Mayor www.muni.eM (907)343-7904 Pump Installation Log Well Drilling Permit Number: SW 070059 Date of Issue: L11a Pared identification Number: 015.191.57 Legal Description Property Owner Name & Address: Trails End Block 3 Lot 8A Thomas a Michelle Cooper 9614 Bleckherry Anchorage, Alaska 99502 Pump Installation Date: 11.1x-07 Pump Intake Depth Below Top of Well Casing: 141 feet Pump Manufacturer's Name: prundfoa Pump Model: 10 BOE 07 200 Pump Size .75 hp Pitless Adapter Burial Depth: 70 feet Pitless Adapter Manufacturer's Name: Pitiless Adapter Installer: unknown Well Disinfected Upon Completion' Yes ❑ No Method of Disinfection: CMod:re tablets Comments: Pump Installer Name: Aarow Bump 8 Well Service, LLC Attention: The pump installer shall provide a pump installation log to the ASD within 30 days of pump installation. MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water 8 Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM /WATER SUPPLY PERMIT Renewal Date Issued: Jul 21, 2009 Expiration Date: Jul 21, 2010 Permit Number: SW090117 Parcel ID: 015-191-67 Legal Description: TRAILS END BLK 3 LT 8A Design Engineer: 0014 ANDERSON ENGINEERING Site Address: Owner Name: THOMAS & MICHELLE COOPER Lot Size: 0 SQ. FT. Owner Address: 8614 BLACKBERRY Total Bedrooms: 3 Permit Bedrooms: 3 ANCHORAGE. AK 99502 - This permit is for the construction of: Q 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. Issued By. Date: 1-7-Z-0 Date: �( \ Municipality of Anchorage -tel Development Services Department Building Safety Division On -Site Water and Wastewater Program 4700 Elmore Road P.O. Box 196650 Anchorage, Alaska 99507 www.muni.org/onsite (907) 343-7904 ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcell.D. Q15—/S/—t:07-de�o Property owner(s) T ovna s F ftck,01? OvoaLf- Day phone 2 zf V • ZR 17 Mailing Code%�- O 2 - Site Sfte address _ f lZyO Srut.IC%/ uJ1r/� Zip Code _ %1 6 7 Legal description (Sub'd., Block & Lot) / XN / (S [-/,)D ([T X.4 0' 3 Legal description (Township, Range & Section) Lot Size `( 5 502- Sq. Ft. THIS APPLICATION IS FOR (® all that apply): Absorption Field Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well 1"�•( Water Storage ❑ Number of Bedrooms "Z' �{ THIS APPLICATION IS AN: Initial ❑ Upgrade ❑ Renewal 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 dr authorized agent) Permit/Rush Fees: I ? V . Waiver Fees: Date of Payment: 7/9 l o q Date of Payment: Receipt Number. Receipt Number. (Rev. 11105) ANDERSON ENGINEERING P.O. BOX 240773 ANCHORAGE, AK 99524 522-7773 677-7766 (F July 17, 2009 Municipality of Anchorage Development Services Department Building Safety Division 4700 Bmgaw Street Anchorage, AK 99507 Attention: Debbie Wockenfuss On -Site Water and Wastewater Subject: Lot 8A, Block 3, Trails End Subdivision Well and Septic System Permit Renewal Dear Debbie: We have reviewed the design for the well and septic system for Lot 8A, Block 3, Trails End Subdivision and have also reviewed development in the area. Conditions at the time of the original design remain the same. The Design is still valid and the permit can be renewed. Sincerely, A Michael E. Anderson, P.E. Attachments 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 / WATER SUPPLY PERMIT Upgrade Date Issued: Jul 14, 2008 Expiration Date: Jul 14, 2009 Permit Number: SWO80124 Parcel ID: 015-191-67 Legal Description: TRAILS END BLK 3 LT 8A Design Engineer: 0014 ANDERSON ENGINEERING Site Address: Owner Name: THOMAS & MICHELLE COOPER Lot Size: 45502 SQ. FT. Owner Address: 8614 BLACKBERRY Total Bedrooms: 4 Permit Bedrooms: 4 ANCHORAGE, AK 99502 - This permit is for the construction of: ❑✓ Disposal Field Q Septic Tank ❑ Holding Tank ❑ Privy 0 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: 7 Date: -7- iS - at K_7) enc i Municipality of Anchorage Development Services Department Building Safety Division On -Site Water and Wastewater Program 4700 Elmore Road P.O. Box 196650 Anchorage, Alaska 99507 www.muni.org/onsite (907)343-7904 ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. 015-191-67 Property Owners) Thomas 8 Michelle Cooper Day phone 907.632.6374 Mailing address 6614 Blackberry Zip Code 99502 Site address 11240 Browder Avenue Zip Code 99507 Legal description (Sub'd., Block & Lot) Trails End BLK 3 LT BA Legal description (Township, Range & Section) Lot Size 45502 Sq. Ft. THIS APPLICATION IS FOR (® all that apply): Absorption Field 0 Septic Tank El Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage ❑ Number of Bedrooms 4 THIS APPLICATION IS AN: Initial ❑ Upgrade ❑ Renewal El certify that the above information is correct. 1 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 or Date of Payment: Receipt Number. / �✓o Receipt Number. (Rev. 11105) MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water d Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM / WATER SUPPLY PERMIT Initial Permit Number. SW070159 Legal Description: TRAILS END BLK 3 LT 8A Date Issued: Jul 13, 2007 Expiration Date: Jul 12, 2008 Parcel ID: 015-191-67 Design Engineer: 0014 ANDERSON ENGINEERING Site Address: Owner Name: THOMAS & MICHELLE COOPER Lot Size: 45502 SO. FT. Owner Address: 8614 BLACKBERRY Total Bedrooms: 4 Permit Bedrooms: 4 ANCHORAGE. AK 99502 - This permit is for the construction of: ❑✓ Disposal Field Q Septic Tank ❑ Holding Tank ❑ Privy ❑✓ Private Well ❑ Water Storage All construction must be In accordance with: 1. The attached approved design. 2. All requirements specked 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 Issued By. Date: Date: Municipality of Anchorage Development Services Department Building Safety Division On -Site Water and Wastewater Program 4700 Bragaw Street P.O. Box 196650 Anchorage, Alaska 99519.6650 www.muni.org/onsite (907)343-7904 ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. 015.191-67-000 Property owner(s) Thomas Cooper. Michelle Cooper Day phone 907-632-6374 Mailing address 8614 Blackberry Zip Code 99502 Site address ,Browder Avenue Zip Code 5507 Legal description (Sub'd., Block & Lot) Trails End Block 3 Lot 8A Legal description (Township, Range & Section) Lot Size 45.502 Sq. FL THIS APPLICATION IS FOR (® all that apply): Absorption Field El Septic Tank Q Holding Tank ❑ Privy ❑ Private Well Q Water Storage ❑ Number of Bedrooms 4 THIS APPLICATION IS AN: Initial ❑ Upgrade ❑ Renewal 0 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 or authorized agent) Permit/Rush Fees: Date of Payment & Waiver Fees: Date of Payment: Receipt Number. 45$55 Receipt Number. (Rev. 11/05) ANDERSON ENGINEERING P.O. BOX 240773 ANCHORAGE, AK 99524 June 12,2007 Municipality of Anchorage Development Services Department Building Safety Division 4700 Bragaw Street Anchorage, AK 99507 Attention: Dan Roth, Program Manager On -Site Water and Wastewater Subject: Lot 8A, Block 3, Trails End Subdivision Well and Septic System Permit Dear Dan: Permit No. SW020473 for the construction of a well and septic system was issued for Lot 8A, Block 3, Trails End Subdivision on December 4, 2002. It subsequently expires as no work was accomplished on the lot. Since that time a permit has been issued for a well and septic system on the adjoining lot to the south, Lot 7, Block 3, Trails End Subdivision. Anderson Engineering completed the design and permitting for Lot 7 and insured the new systems on the lot would not conflict with the new well and septic system on Lot 8A. We recently completed an inspection of both Lots 7 and 8A to again verify the systems for Lot 8A could be constructed as originally designed. No conflicts with surrounding systems were noted and we recommend the original design be utilized for issuance of the new well and septic system permit. The original design requires placement of an Advantex Treatment System to serve a four- bedroom home. The absorption bed was designed for an application rate of 5 gallons per day per square foot with the distribution pipe 2.5' above the original ground surface. The dimensions of the absorption bed were 10' wide by 20' long for a total absorption area of 200 square feet. All requirements of the original septic system design must be followed without exception. Sincerely, n Michael E. Anderson, P.E. xc: Thomas Cooper .1 MUNICIPALITY OFANCHORAGE Development Services Department On -Site Water 8 Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ONSITE WASTEWATER DISPOSAL SYSTEM I WATER SUPPLY PERMIT Initial Date Issued: Dec 04, 2002 Expiration Date: Dec 04, 2003 Permit Number: SW020473 Parcel ID: 015-191-67 aLegel Description: TRAILS END BLK ..3 LT 8A' Design Engineer: 0014 Anderson Engineering Site Address: Owner Name: Dave Harr Lot Size: 45502 SO. FT. Owner Address: PO Box 240171 Total Bedrooms: 4 Permit Bedrooms: 4 Anchorage . AK 99524 - 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: Issued By: -�.�. � Qom• Date: /Z' 41` OZ Date: I 04 D Z ANDERSON -ENGINEERING P.OrBOX 240773 : , ANCHORAGE, AK 99524 522-7773 522-6779 (FAX) June 12, 2002 Municipality of Anchorage Development Services Department On -Site Water and Wastewater Program 4700 South Bragaw Street Anchorage, AK 99519-6650 Subject: Lot 8A, Block 3, Trails End Subdivision Septic System Design and Permit Application Impacts to Adjacent Properties Dear Onsite Services Engineer: The owner of Lot 8A, Trails End Subdivision intends to construct a four-bedroom home on the lot. We are therefore requesting a permit be issued for the construction of a new well and septic system to serve the home. The attached Site Plan and backup documentation identify the location and configuration of the new septic system and alternate site and the parameters used in the design. Also identified on the plans are the locations of the proposed well on the lot, test hole locations and the locations of the wells and septic systems in the area. Drainage arrows are also shown and current drainage patterns will be maintained after construction. The lot is plagued by areas of surface water and some grading and drainage diversion will be required to assure a minimum separation distance of 100' between any surface water and the new septic system. We are proposing use of the new Advantex Treatment System with the AX -20 Pod for this lot due to the shallow groundwater and the presence of surface water. The test holes placed near the location of the proposed absorption beds indicated clean sand with some gravell with varying amounts of silt and percolation rates of between 10 and 12 minutes per inch. Groundwater was found during the placement of the test holes at approximately 4' below the surface. The level rose to 3' when measured on May 15, 2001, the normal yearly high water period. We are therefore proposing to use the Advantex System with a 10' wide by 20' long absorption bed on the property. The bed will be constructed above the original ground surface and approximately 2' of coarse sand will be required to achieve a separation distance of 4' to groundwater. The ground surface on the lot slopes as shown on the attached Site Plan with fairly shallow slopes from east to west. The new absorption bed will be constructed in conformance with Municipal requirements and parallel to ground contours where possible. All components of the new septic system will be constructed a minimum of 10' from the water service line on the lot and 100' from all wells in the area. The system will also be constructed a minimum of 100' from any surface water in the area. L,ot 8A, Block 3, Trails End June 12, 2002 Page Two If the system is constructed in accordance with our design the following statements apply: 1. The system, if constructed as designed, will have no adverse impact on the wells in the area or those to be constructed in the future. 2. The system, if constructed as designed, will have no adverse impact on existing septic systems in the area or those to be constructed in the future. 3. The system, if constructed as designed, will have no adverse impact on reserve space, either surface or subsurface, on any lots located in the area. 4. The system, if constructed as designed, will have no adverse impact on drainage patterns in the area. The current drainage pattern will be maintained. Sincerely, Michael E. Anderson, P.E. Attachments 49th }s} MICHAEL E. ANDERSON a Nn rF-.IR, , LOT 1, BLOCK 4 LOT 1, BLOC 3 T 10, LOCK 3 LOT BA, BLOCK 3 rLOT2.LAT 2, BLOCK J r VACANT t t y LOT 3, BLOCK 3 v i LOT 3, BLOCK 4 VACANT y i i i LAT 4, BLOCK 3 LOT 7, BLOCK J I r.� r .,Aria im LOT S. BLACK 3 (Vacant) �........,' ... . 0��P(E , _: '� '• AREA MAP 49th `. i SCALE 1' = 100' �i ............................ • 0�•� .MICHAEL E ANDERSON•; L:� 1•�,r�., No. CE-138L i 1� • •��4, 4; �•� TRAILS END SUBDIVISION LOT 8A, BLOCK 3 19,814.5 S.F. I 1 I I I I I I I I I 1 1 I I I I Proposed Well I I 1 =I I Z S 14 LLJ g� I Four Bedroom Home I O 1 O I A.C. ORUE 1 Fwr Bedroom Adrantex L� 1 Treatment System with —— --- _ with AX20 Pod and Add On Lift Station I I lo' ■ 20' I Abs. Bb I c I TH1 I �_ .93_.. _ Sx llo• I I 1 75% I All. Ste N 89'59'30•E 190.00' 41, ...... `P •••. . ••� ,...�.♦ 49th i.M.I, CHANEoL . Ec. .... Rt ...... '`...... �•�� SITE PLAN SCALE V = 40' AdvanTeX Treatment System AX20 -Mode la 40x94Pod NOTE JIM CROSS. ; P.E. HAS THE -� ADVAMpE y yLL --Sri• NOTE THE BOARD PISULATICN TO BE INSTALLED OVER THE SEPTIC TAM & 4' BEYOND ON Al SIDES EXCEPT UNDER THE AOVAITEX FILTER- THIS'LL ALLOW FOR HEAT ESCAPE FROM TANK k E FILTER A30JE rt. RISE TO THE FILTER T INLET R! NCH FINAL CRADE� S• M-2�, TAP = NSVURD MSER SYSTEM SECTION NOT TO SCALE NOTE: SYSTEM MUST BE PLACED IN STRICT CONFORMANCE WITH MANUFACTURER'S RECOMMENDATIONS. ■ f Vs �®�11 • D•.. B ., .ADVANTEN III SYSTEM SECTION NOT TO SCALE NOTE: SYSTEM MUST BE PLACED IN STRICT CONFORMANCE WITH MANUFACTURER'S RECOMMENDATIONS. TRAILS END SUBDIVISION LOT 8A, BLOCK 3 II 11 II II II II II II II II II 11 II I I I Proposed I I Well I II I I of I w Z EI I w WII r----------� ,Z 1 I I I I ~ w I I I e'I I I Four Bedroom I O Home 1 IAC. DRIVEm I K I I 10. 1 c I EI Four Bedroom Advantee L—_----� Ttreatment System rith $I AX20 Pod and Add On lift Station. m IWI 3� ° 0 IUI OSx eBad I ° I I Abe. u II I I TH2 I I fix; 110' I e II o I I TH2 � I I ML Ste I I I_ I 1 N 89'59'70'E 190.00' \11111 •�� P'(�,�......, 4 th -' SITE PLAN � 0. ,MICHAEL E. ANDERSI?!•Zw r'tia Ij1.A:••.x.........../7'O ••'•i SCALE 1' = 40' 1110\\� •�� LOT 8A, BLOCK 3, TRAILS END SUBDIVISION DESIGN FACTORS: SYSTEM REQUIREMENTS: 4 Bedroom Home Raised Bed System Perc. Rate: 6-15 MinAnch 4 Bedroom Advantex Treatment System Application Rate: 5 GPD/SF 500 Gallon Add On Lift Station Raised Bed Absorption System 4 Bedrooms X 150 GPD/5 GPD/SF =120 SF Absorption Area 120 SF/10 SF (Width) = 12 LF Bed Length THEREFORE: Construct an Oversized Raised Bed 20' Long x 10' Wide as Shown Below. Place Bottom of Bed 1' Above Original Ground Surface. Remove Organics and Fill and Place Coarse Sand to Provide 4' Separation From Groundwater. Place Insulation and 7 of Cover Over Bed or Mound Over Bed Minimum of 3'. Place 4' of Fill Over Tank. Top 6" of Mound Must Be Topsoiled and Vegetated to Prevent Erosion. Natural Backfill 2' Insulation 8 7 Cover in. 4 �1 •5' O O O .5' Drainfield Rock 1' PVC 3/16' Holes 10 Each Lateral 1' Coarse Sand (See Specification) GroundAs Required for Levelling Existing 1' And Replacement of Fill and Organics. or As Required In Situ SW Soil 1.75' 3.25 3.25' 1.75 i r i r i r r TYPICAL BED SECTION (NO SCALE) NOTE: Grade Area Surrounding Bed to Drain Away. Minimum 6' Separation From Bedrock. Minimum 4' Separation From Groundwater. 00 Minimum 100' Separation From Wells In the Area. i Minimum 100' Separation From Surface Water or Streams. . Minimum 10' Separation From Water Service Line. MUNICIPALITY OF ANCHORAGE DEVELOPMENT SERVICES DEPARTMENT 4700 BRAGAW STREET ANCHORAGE, AK 99519-6650 DEPTI I (fcct) I- 2- 3- 4- 6- 7- 8- 9- 10- 11 12- 13- 14- 15- 16- 17- 18- 19 - SOILS LOG - PERCOLATION TEST LEGALDESCRIPTION: LOT 8A. BLOCK 3, TRAILS END SUBDIVISION PERFORMED FOR: DAVE HARR DATE: 5/27/00 PROJECT'No.: PARCEL ID#: TECMBCIAN: ED SANDERSON TEST HOLE I OB/OG 5/15/2001 (3') 5/15/2007 (3.5') WELL GRADED SAND ML SOME GRAVEL BOH @ 14.0' SLOPE WAS GROUND WATER ENCOUN IERED7 VFs ffAFT AFTER 4' DEMI TO WATFR AF1ER MONITORING: 3' DATE OF MONITORING: 5/15/7001 SITE PAN SEE SITE RAN DATE READING GROSS TIME (MINUTES) NET TIME (MINUTES) DEPTH To WATERNCHES) (INCHES) JNFT DROP TEST HOLE PRESOAKED PRIOR TO TESTING: 5/27 1 11:15 .5" 2 11:45 30 3.63" 3.13" 3 1:46 .25" 4 12:16 30 3.25" 3.0" 5 12:17 .25" 6 12:47 30 3.25" 3.0" j PERCOLATION RATELLOJMIN/MCM PERC. HOLE DIA 6. " (WCHES) TEST RUN BETWEEN. .5 FT. and 3 FT. COMMENTS: TEST HOLE PRE SOAKED PRIOR TO TEST. TEST PERFORMED BY ANDERSON ENGINEERING. 1, MICHAEL E. ANDERSON CERTIFY THAT THIS WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPLE GUIDELINES IN EFFECT ON THIS DATE: 6/23/2007 • MUNICIPALITY OF ANCHORAGE DEVELOPMENT SERVICES DEPARTMENT 4700 BRAGAW STREET ANCHORAGE, AK 99519-6650 DEF II (fat) SOILS LOG - PERCOLATION TEST LEGAL DESCRIPTION: LOT 8A, BLOCK 3, TRAILS END SUBDIVISION PERFORMED FOR: DAVE HARR DATE: 5/27/00 PROJECTNo.: PARCEL ID#: TECHNICIAN: ED SANDERSON TEST HOLE 2 OB/OG Q 5/15/2001 (39 0 5/15/2007 (6.0') WELL GRADED SAND ML SOME GRAVEL WAS GROUND WATER (ENCOUNTERED? YES ffYES @WIIAT DEFnr L• DFFTII TO WATER AFTER MONITORING: 31 DATE OF MONTTORMG: 5/15/2001 BOH @ 14.25' SITE PAN SEE SITE FLAN DATE READING GROSS TIME (MINUTES) NET TIME (MINUTES) DEPTH TO (INCHES) NET DROP (INCHES) TEST HOLE PRESOAKED PRIOR TO TESTING: 5/27 1 11:20 .25" 2 11:50 30 4.0" 3.75" 3 11:51 .5" 4 12:21 30 4.0" 3.5" 5 12:22 .5" 6 12:52 30 3.93" 3.43" PERCOLATION RATE:8.75 (MIN/QJCFI) PERC. HOLE DIA 6. � (INCHES) TEST RUN BETwEEN• 2.5 FT. and 3 FT. COMMENTS: TEST HOLE PRE SOAKED PRIOR TO TEST. TEST PERFORMED BY ANDERSON ENGINEERING. 1, MICIIAEL E. ANDERSON CERTIFY TIIAT THIS WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPLE GUIDELINES IN EFFECT ON THIS DATE: 6/23/2007 ONSITE WASTEWATER DISPOSAL SYSTEM CONSTRUCTION AND MATERIAL SPECIFICATIONS SUBJECT: LOT 8A, TRAILS END SUBDIVISION GENERAL: The scope of this project includes the procurement and placement of a new Advantex Treatment System with an AX -20 -Mode 1a 40x94 Pod at the location shown on the Site Plan. The new septic system also includes the construction of a new 20' long X 10' wide absorption bed at the location also shown on the Site Plan and at the configuration shown. The distribution line in the bed will be placed at 1.5' above the existing ground surface. Coarse sand will be required to raise the bed 4' above the groundwater level. The new system must be placed a minimum of 100' from the well on the lot and 10' from the water service line between the well and the house. It must also be placed a minimum of 100' from any surface water. Substantial grading or culvert placement may be required to meet the 100' separation distance requirement from surface water. 2. Construction shall be in accordance with the approved site plan, design drawings, Municipal Permit with any special provisions or conditions, and all applicable State and Municipal Wastewater Disposal Regulations. 3. The Contractor shall be responsible for obtaining all underground utility locates and for the layout of the septic system and verification of the location of all lot lines. 4. Unless specifically agreed otherwise, the contractor shall be responsible for final grading areas subsequently depressed from soil settling. Property owner shall be responsible for revegetation of affected areas unless specifically agreed otherwise. 5. Contractors installing wastewater disposal systems must be certified by the Municipal Department of Health and Human Services for system installations. Owners installing their own systems must receive prior approval from D.H.H.S. before beginning system installation. SEPTIC TANK INSTALLATION 1. The Advantex Treatment System must be installed in conformance with specifications and regulations furnished by the manufacturer, Anchorage Tank and Orenco Systems Incorporated. No variances from the manufacturer's specifications will be allowed without permission from the manufacturer and Municipal representatives. 2. A septic tank is to be constructed by a certified septic tank manufacturer. Construction shall include two 4' cleanouts for pumping access. 3. The septic tank shall be sufficiently bedded to prevent settling or shifting of the tank. Lot 8A, -Block -3; Trails End ----------------- --- - June 12, 2002 Page 2 of 3 4. All standpipes on the septic tank shall extend a minimum of 12 inches above final grade. 5. Tanks installed without 4' of cover shall have a minimum of 2" of direct burial insulation. 6. A foundation cleanout shall be installed one to four feet from the building foundation. Two cleanouts are required between the tank and the drainfield. 7. Final grading over the tank shall be such that a positive slope exists away from the septic tank. DRAINFIELD CONSTRUCTION: The drainfield shall be constructed to the dimensions shown on the design. The bottom of the bed shall be within 2" of level. 2. Distribution piping must be placed level with perforations down atop a level bed of drainfield rock. Rock should then be placed over the pipe to provide a minimum of 2" of cover. 3. A silt barrier or geotextile fabric must be placed between the drainfield rock and the natural soil backfill. 4. Monitor tubes must be 4" in diameter and installed at the locations shown on the design. The portion below ground must be perforated. 5. Contractor shall verify the septic tank and drainfield are a minimum 100' away from any private water wells in the area, 150' from a Class "C" Well or 200' from any community well. 6. Direct bury insulation must be placed over the distribution system if less than 3' of backfill depth is available. Finish grade over the trench must be mounded to prevent settlement or depressions. 7. Grade area surrounding the absorption trench to drain away. 8. A minimum 2' of accepting soil is required below the drainfield rock for a 5' wide trench. Contractor shall verify this condition prior to placement of the rock. All pockets of unacceptable materials must be removed and replaced. MATERIAL SPECIFICATIONS: 1. Septic tanks must be constructed by a municipally approved septic tank manufacturer. 2. The following pipe materials are approved for use in septic system installations in the Municipality of Anchorage: Cast Iron (perforated and solid), ASTM D3034 or P.V.C. (perforated and solid), ASTM F810 or H.D.P.E. (perforated, but not solid) and ASTM D2662 or A.B.S. (perforated and solid). Lot 8A, Block 3, Trails End June 12, 2002 Page 3 of 3 3. Insulation shall be at least 2" thick extruded direct burial polystyrene (Dow Chemical Co. Styrofoam HI or equal). 4. Septic tank inlets and outlets shall be fitted with watertight couplings (Caulder, Femco, or equal). 5. A permeable geotextile fabric (Typar, Mirafi or equal) must be installed between the final drain rock layer and the native soil layer. 6. All drain rock shall be .5" to 2.5" in diameter with less than 3% passing the #200 sieve. INSPECTIONS: Municipal Ordinance requires a minimum of two inspections. These inspections must be conducted under the supervision of a professional engineer registered in the State of Alaska. The first inspection must be conducted after the excavation of trenches, beds or pits and before the installation of any gravel. A septic tank may be set in place, but may not be backfilled. The second inspection must be conducted after the placement of the geotextile fabric, gravel, distribution piping, standpipes, cleanouts and insulation. No backfill should be in place at the time of inspection. Contractor shall provide a copy of all field survey layout and construction notes for use in preparing the certified as -built of the completed system. ANDERSON ENGINEERING P.O. BOX 240773 ANCHORAGE, AK 99524 522-7773 677-7766 FAX MEMORANDUM DATE: July 12, 2007 TO: Deb Wockenfuss FROM: Mike Anderson, P.E. SUBJECT: Lot 8A, Block 3, Trails End Subdivision Well and Septic System Permit The Corps and the City have determined Lot BA is not located in wetlands and no permits are required. The test holes on Lot 8A were originally placed without any survey control in the area. The locations were located within 15' of their actual location using the best methods available at the time. We have recently located the holes with the benefit of the lot comers on the adjacent lot. The test holes are more than 110' from the ditch on the east side of Browder Avenue and over 50' from the east property line. The attached drawings have been modified to include the location of the test holes as recently located. Please review this data and advise if you have further questions. 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.cl.anchorage.ak.us (907) 343-7904 ON-SITE SEWER/WELL SUBMITTAL COMMENT SHEET To: Anderson Engineerinq Legal description: Trails End. 83 L8A ®Permit ❑C.O.S.A. ❑Inspection Report The attached paperwork has been reviewed and Is being returned for the following reasons: 1. Check with the Corps of Engineers regarding possible wetlands. 2. Your original cover letter says that the lot is plagued by surface water, please show the location of all surface water within 200' of the proposed septic system. 3. The test holes moved! 4. TH1 is missing from the site plan. Name of reviewer: Deb Date: 6/26/07 Please supply the necessary information and re -submit your request. LEAVE THIS FORM ATTACHED TO THE PAPERWORK ANDERSON ENGINEERING P.O. BOX 240773 ANCHORAGE, AK 99524 522-7773 677-7766 FAX MEMORANDUM DATE: June 25, 2007 TO: Deb Wockenfuss FROM: Mike Anderson, P.E. SUBJECT: Lot 8A, Block 3, Trails End Subdivision Septic System Permit The following information is enclosed in response to your comments: 1. The wetlands map of the area is attached. The nearest Class C Wetlands to Lot 8A is shown in green to the south and west of the subject property. Lot 8A is not located in wetlands. 2. Surface water within 200' of the new septic system is shown. The ditch along the east side of Browder Drive is 110' from the edge of the proposed absorption bed. No other surface water was noted on June 23, 2007. 3. A note has been added requiring the upper 6" of the bed to have topsoil and seed. 4. The profile page has been modified for uniformity. 5. The plans show the separation distance requirements have been met. 6. The percolation rate calculations have been corrected. 7. The test hole logs show 2' of unsaturated soils. The most recent groundwater measurements on 5/15/2007 indicated 2.5' in Test Hole No. 1 and 5.0' in Test Hole No. 2. 8. An add on lift station has been added to the plans. Please review this data and advise if further information is required. 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.ci.anchorage.ak.us (907)343-7904 ON-SITE SEWER/WELL SUBMITTAL COMMENT SHEET To: Anderson Engineering Legal description: Trails End, 63 L8A ®Permit ❑C.O.S.A. ❑Inspection Report The attached paperwork has been reviewed and is being returned for the following reasons: 1. Check with the Corps of Engineers regarding possible wetlands. 2. Show the location of all surface water within 200' of the proposed septic system. 03. Note on the plans the requirement of 6" of topsoil and seed. o)�4. Profile page shows incorrect formula and inconsistant statements. bo,34x•-5. Provide a detailed cross section that shows all the separation requirements being met. 0\'-6. Percolation rate calculations incorrect. 6.7. The soils log shows less than 2' of native unsaturated soil. ow8. Will an additional lift station be required. If so, show on the site plan. Name of reviewer. Deb Date: 6/14/07 Please supply the necessary information and re -submit your request. LEAVE THIS FORM ATTACHED TO THE PAPERWORK Municipality of Anchorage Development Services Department +1 Building Safety Division On -Site Water and Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage. AK 99519-6650 www.ci.anchorage.ak.us (907)343-7904 ON-SITE SEWER/WELL SUBMITTAL COMMENT SHEET To: MICHAEL ANDERSON Legal description: TRAILS END SYBDIVISION BLOCK 3 LOT 8A The attached paperwork has been reviewed and is being returned for the following reasons: ❑ Original signature or stamp missing on ❑ Calculation error in design. _ ❑ Additional soils information needed. ❑ Water monitoring results inadequate. ❑ Discrepancy in information submitted. _ ® Topographic information missing or Inadequate. MISSING ® Incomplete; missing PROPERTY OWNER AGREEMENT ❑ 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 soils information submitted. — ❑ Well log required. ❑ Omission in narrative. ❑ Insufficient fill over tank or field._ ❑ Other. — Name of reviewer: DAN Date: 11/26/02 Please supply the necessary information and re -submit your request. LEAVE THIS FORM ATTACHED TO THE PAPERWORK Municipality of Anchorage Development Services Department Building Safety Division On -Site Water and Wastewater Program 4700 Elmore Road P.O. Box 196650 Anchorage, AK 99507 www.muni.org/onsite (907) 343-7904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL FOR A SINGLE FAMILY DWELLING Parcel I.D. 015-19 - 191-67 (3[5 lQ' j(p'4 0MCOSA# 0S0,(-;1 LQQ Expiration Date: Cf— 7—/:)- 1. Jya- 1. GENERAL INFORMATION Complete legal description Lot 8A, Block 3, Trails End Subdivision Location (site address) 11240 Browder Avenue Anchorage, AK 99516 Current Property owner(s) Thomas and Michelle Cooper Day phone 230-8926 Mailing address 9138 Arlon Street, Suite A3, Anchorage, AK 99507 Lending agency Day phone Mailing address Real Estate Agent Day phone Mailing Address Unless otherwise requested, COSA will be held by DSD for pickup 2. NUMBER OF BEDROOMS: Four (4) 3. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well ✓❑ Individual On-site ✓❑ Individual Water Storage ❑ Individual Holding Tank ❑ Community Class Well ❑ Community On-site ❑ Public Water System ❑ Public Sewer ❑ The Municipality of Anchorage Development Services Department (DSD) issues Certificates of On -Site Systems Approval (COSA) based only upon the representations given in paragraph 4 by an independent professional civil engineer registered in the State of Alaska. Certificates of On -Site Systems 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 COSAs upon request to homeowners. Certificates of On -Site Systems 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 Certificate of On -Site Systems 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 Finn Anderson Engineering Phone 522-7773 Address P.O. Box 240773 Anchorage, AK 99524 Engineer's Printed Name Michael E. Anderson, P.E. Date 49' 5. DSD SIGNATURE _Z Approved for bedrooms. Disapproved. Conditional approval for bedrooms, with the following stipulations: Attachments COSA Checklist X Septic System Advisory Well Flow Advisory Nitrate Advisory Arsenic Advisory Maintenance Agreements Supplemental Engineer's Report Other By: 0 (3 P Original Certificate Date:�— (Rev. 11105) Municipality of Anchorage =e a • Development Services Department Building Safety Division On -Site Water & Wastewater Program 4700 Elmore Road P.O. Box 196650 Anchorage, AK 99507 www.muni.org/onsite (907) 3437904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL CHECKLIST Legal Description: Trails End Subdivision, Block 3, Lot 8A Parcel ID: 015-191-67 A. WELL DATA Well type Pdvate If A, B, or C provide PWSID # _ Well Log (Y/N) Y Date completed 7/18/07 Sanitary seal (YM) Y Wires properly protected (YIN) Y Total depth 166 ft. Cased to 73 ft. Casing height (above ground) >18 in. FROM WELL LOG AT INSPECTION Date of test 7118107 6/3@012 Static water level o ft. o ft. Well production 10 g.p.m. 3.5 g.p.m. WATER SAMPLE RESULTS: Coliform 0 colonies/100 mL Nitrate 372 mg/L Arsenic: wD ugn Date of sample: 8/21/12 Collected by: MEA B. SEPTIC/HOLDING TANK DATA Tank Type/Material Advantex Treatment system Date installed 1 0121-2 310 9 Tank size 1500 gal. Number of Compartments 2 Cleanouts (Y/N) Y Foundation cleanout (Y/N) Y Depression over tank (Y/N) N High water alarm (Y/N) Y Date of pumping 5131112 Pumper Anchorage Tank - See Annual Maintenance Report C. ABSORPTION FIELD DATA Date installed 10121-23/09 Soil rating (g.p.d.e or ftz/bdrm) 5 GPD/SF System type Raised Bed Length 20 ft, Width 10 ft. Gravel below pipe •5 ft. Total depth *4 ft. Eff. absorption area 200 ftp Monitoring tube Y Depression over field N Date of adequacy test 6/3/2012 Results (Pass/Fail) Pass For 4 bedrooms Fluid depth in absorption field before test 0 in. Water added 600 gal. New depth 0 in. Elapsed Time: 0 min. Final fluid depth 0 in. Absorption rate >= 600 g,p,d, Any rejuvenation treatment (past 12 mo.) (Y/N & type) N If yes, give date D. LIFT STATION Date installed 10/21-23/09 "Pump on" level at 28in. Datum Bottom of Tank E. SEPARATION DISTANCES Size in gallons 500 Manhole/Access (Y/N) Y 'Pump off' level at 2s in. High water alarm level at 32 in. Cycles tested 3 Meets alarm & circuit requirements? Y SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tank/lift station on lot >100' Absorption field on lot >100' Public sewer main N/A On adjacent lots >100• On adjacent lots >1W Public sewer manholelcleanout N/A ' Holding Sewer /septic service line >26 9 tank N/A Animal containment areas >59 Manure/animal excrete storage areas >100' SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Building foundation >5' Property line >6 Absorption field >5' Water main N/A Water service line >10' Surface water >100' Wells on adjacent lots >100' SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line >t0' Building foundation >1V Water main N/A Water Service line >1V Surface water >100' Driveway, parking/vehicle storage 5' Curtain drain None Noted Wells on adjacent lots >10V rwr F. COMMENTS: Pump Station in House Lower 5beuec Lifts Sewage to Adventex Tank. G. 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 COSA guidelines in effect on this date. Engineer's Printed Name Michael E. Anderson, P.E. Date 6/412012 COSA Fee $ q0 Date of Payment - s-- / ?- Receipt Number O 3 Cr (Rev. 11/05) Waiver Fee $ Date of Payment Receipt Number 49m � �?ROFESStONp� ADVANCED WASTEWATER TREATMENT SYSTEM MAINTENANCE AND REPAIR AGREEMENT MEMORANDUM OF UNDERSTANDING BETWEEN MUNICIPALITY OF ANCHORAGE AND capias n: IC , t 6az �mxA T3evr�a f✓J��� THIS MEMORANDUM OF UNDERSTANDING made and entered into as of this S� Day of of 20 i a , by and between herein the "OWNER," and the Municipality of Anchorage, herein the U "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 Trix,<s F>A located at 1 I jy(D &-Owere 14VFiy)tk' , 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 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 A W WTS that were included in the original design which would allow the AW WTS 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 AW WTS, 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 J(J ($-4.00), .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. 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, 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 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 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 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: _TI�l.) 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. B. 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 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 AW WTS is the governing professional guidelines for the construction, maintenance and repair of the Owner's AW WTS. 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 a writing, 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. 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. OWN 'yj By: (f1C Date: _ � 0� MUNICIPALITY: By: Title: Date: STATE OF ALASKA ) ss. THIRD JUDICIAL DISTRICT ) The foregoing instrument was acknow dged before me this day of�, 20L by TARP PUBLIC FOR ALK6Sv My Commission expires: Milan EE ® SSSS®® ® EE ®E E2IOon 111 E SEEN ® g 6� NOW an some IMSEE 5 0 ME me III III Base� 2 x@ Field Malotenance Report Annual Inspection 4nchorageTank 8t Welding, Inc. 907-272-3543 Thomas & Michelle Cooper 11240 Browder Ave, Anchorage AK 99516 Mike Blakeslee (907) 632.6374 YO°' MYnJLN Ofter WtNapeaon AX -121819 SW070159 408526 RTU116830 08/08/2011 Retrieve O&M Into Delyflow Realm rang Tlmarsotlinas; Perform Field Sompling/Obaervatlone NtU (16 a: NWs) pH (B•4] no *tq 3 .S Odor of aemple TyPIea1 ❑Mustyrrthy ❑Moldy non-typloet ❑aulride ❑cabbage ❑Decay olly elm In PVU Elves ED No Foam In took ❑ Ves ❑ No Check Control penal LI 17— I?—Oips. 7 I Audible and wisuai alam s 'WOK Olaf tons(telemew onPA ❑yesXh 0 Inspect/Clean pump System Inspect Riaedlad ..................... yJ Splice BOK.................... Float cards ................... Mete .......... .......... Pump ..................... . Blotube Filter ................. 9lotufte PumPVeuft ........... Recirculating splitter Volvo.... Comment@ clean III I II II Mangers Sludi/Scum Sludge ase.... 9511companment Cum" porous Curre" Prerious j�" 2nd Compartment cunent Pmvioua Curve" PreWaua O r/ Inspoct/Claen AdvanTeK Filter fnsp an Oder. Ngnmi ❑:PunCent I Pad Bottom dtleee Blanco ormal ❑Dtceaaive pod Batten Bddglna8tondingiOnons/Minor 0Fecosaive Intake vett Inspect/Clean Discharge Pump System Ina of IT clggqnnn plants 8ptice BOX pump Float cards InsPeoUesrvlga 011 a System Components Inspect CI n Inspecl Ols;n Disinfection Equipment Olipsmal LaterdlaJOdBcaso Observations Additional Services Rendered (e/t��/[+ /an /)))1/ ❑Cleanedtostteshente ❑ Replaced Ol�tame? 7 }� ❑ ReplaceMaed other ltanwt / Paris Used: w = warrantg S - Blllabls (✓ appmpdate selection) IN a, team number Description phial feyr Inspection RV m Binatelled 7Menlfold reromracted; Rush valvas closed Summary/Reeemmenticannot ❑ SyetOM psdcmdng; no fuller action needed ❑ Cell fm service Fax completed form to 1.886-884.7404 y� Ude bolted on 6Ycontral panty reactivated 07911kneedopumping ❑ Other? 14 r PLAT NO. 2002-50 TRAIL'S END SUBDIVISION LOT 8A, BLOCK 3 45,502 S.F. N 59'55'02"E 190.01' 89.9' T� 0 m OR��E GRp�E�• WELL in ?so' o0 cv 41.6' c o ex�sn � e z 79.1' OF�k oFCk SEPTIC SYSTEM y/ s 0 0o -0y Lv-a 1o`J.D0 A S- B U I LT I HEREBY CERTIFY THAT 1 HAVE SURVEYED THE GASTALDI LAND PROPERTY DEPICTED ABOVE AND THAT NO ENCROACHMENTS EXIST EXCEPT AS INDICATED. SURVEYING, LLC IT IS THE RESPONSIBILITY OF THE OWNER TO JEFF A. GASTALDI, R.L.S. DETERMINE THE EXISTENCE OF ANY EASEMENTS, 2000 E. DOWLING RD., SUITE 8 COVENANTS OR RESTRICTIONS WHICH DO NOT ANCHORAGE, ALASKA 99507 APPEAR ON THE RECORDED SUBDIVISION PLAT. PHONE 248-5454 UNDER NO CIRCUMSTANCES SHOULD ANY DATA GRID DATE HEREON BE USED FOR CONSTRUCTION OR FOR 2641 3/15/2010 ESTABLISHING BOUNDARY OR FENCE LINES. ANCHORAGE RECORDING DISTRICT, ALASKA F.B. JOB NO. TES8A3 NOTE: NO CORNERS SET THIS DATE. W 1 11=30' 'mis SUBDMSION/d~ TO 'mr ~ ~ ri rr~ ASSOCIAllC~I, INC.. ~OK 79. Al' PAGE ~81, NOT BE]NO SHEBANOF AVENUE N ~'o2-~ ~.ot~u) I 5 TRAIL STREET MI FOUND 5/8" RE:BAR; RI~LAC(O rr wm-I 2 1/~' ALUMINU~ MONUMENT ON 2" X ,t0" AL. UUINUM PIPE., FLUSH WffH GROUND, U2 WrrH 2 1/2- N.UIdINUM MONUMENt OH 2" X 30" N.UMIM~U PtPE, ~ ~:ll Reque~ed By Address : ACCEPTANCE OF DEDICATION TAX CERTIRCATION SURVEYOR IX) HEREBY Ct..~i,FY THE MUNICJPALIW OF ~ H[REBY ~ FOR PUBLIC USES ANO N.L REAL PR'OPr~iY TAXES I..L'MED BY ~ ~ MONUMENTS, ALL OTHER. .~llla~. ROADWA'Y'~, H. AR~ ~ PARt(S SHOWN HE]~I3~L J,M~UARY 1 .AND THE TAX DUI DAT~.~ T Municipality of Anchorage Development Services Department Building Safety Division MEMORANDUM DATE: 08/i 5/01 TO: ~ Jerry T. Weaver, Jr., Platting Officer, CPD FROM: ~es Cross, PE, Program Manager, On-Site Water & Wastewater SUBJECT: Comments on Cases due August 16, 2001 The On-Site Water & Wastewater Program has reviewed the following cases and has these comments: S - 10808 Trails End. No objections. Municipalityof Anchorage P.O. Box 196650 Anchorage, Alaska 99519-6650 Telephone: (907) 343..4309 Fax: (907) 343-4220 http://~v.cl.anchorage.ak.us George P. Wuerch, Mayor DEPARTMENT OF PLANNING REQUEST FOR COMMENTS ON SHORT PLAT SUBDIVISIONS July 18, 2001 The Municipality of Anchorage has received application relating to the following short plat activity. The hearing date is Monday, August 20, 2001 and comments must reach our office by Thursday,~"August 16, 2001 in order to be included in the staff conditions of approval. · C;hnrt Plnt.~ tn hR hnnrd: S10807 Chugach Estates s10e08 Trails End ~ ,~ . Attached are cop es of the proposed plats Please submit your comments in writing, specifying any easements or other requirements that you department or agency may need. If no easements are required at this time, please provide a list of those plats to which there is 'no comment' or 'no objection'. Sincerely, Jerry T. Weaver, Jr Platting Officer Enclosures MUNICIPALITY OF ANCHORAGE COMMUNITY PLANNING AND DEVELOPMENT OFFICE USE P.O. Box 196650 Anchorage, Alaska 99519-6650 REC'D BY: PRELIMINARY PLAT APPLICATION Please fill in the Information requested below. Print one letter or number per block, 1. Tax Identification No. 2. Street Address 3. NEW abbreviated legal description ('T1 :)N R2W SEC 2 LOT 45 OR SHORT SUB BLK 3 LOTS 34). I l,'s p oTI I 1, 1 I l, lol l l 131 IIIII I II 4. EXISTING ahbrevlated legal description (T~ ~'N R2W SEC 2 LOT 45 OR SHORT SUB BLK 3 L. OTS 34) full legal on back page. 5. Pet~oner's Name (Last - First) c~y ~,'J ~ ~ ,,~-~.. S~te Phone, ~('~1 - 0 C~ I"1.~ Zip FAX# 6. Petitioner's Representative II Phone# '7"~" ~ Zt"~ ~-..- Zip. FAX# "~ '~/~ 7. Petition Area Acreage 1111 12. FoeS.. 8. Proposed g. Existing f0. GridNumber 11. Zone Number Lots Number Lots 13. Community Council . ~r- IL.L..L~ I '~& ~ P, ~"['"' e.' I hereby certify that (I am) (I have been authorized to act for) the owner of the property described above and that I desire to subdivide It In conformance with Chapter 21 of the Anchorage Municipal Code of Ordinances. I understand that payment of the basic subdivision fee is nonrefundable and is to cover the costs associated with procasstng this application, that it does not assure approval of the subdivision, lalso understand that additional fees may be assessed if the Municipality's costs to process this application exceed the basic fee. I further understand that assigned hearing dates are tentative and may have to be postponed by Planning Staff, Platting Board, Planning Commission, or the ASsembly due to administrative reasons. Date: '-7 ' I ~ - o I 20-003 (Rev. g/98)' Fm~t ~gents ~us; provide written proof of authorization. , ~ VACATION OF RIGHT-OF-WAY OR EASEMENT APPLICATION Munlcipatity of Anchorage DEPARTMENT OF COMMUNITY PLANNING & DEVELOPMENT P.O. Box 196650 Anchorage, Alaska 99519-6650 A. Please fill in the information requested below. Print one letter or number per block. 0. Case Number 0~<NOWN~. Street Address 1. Vacation Code IIIII IIIIIIIIII1~ I-1 2. Abbreviated Description of Vacation (EAST200 FEET SOME STREET). Iq l lq lq-14 I I IIIII IIIIii IIIIIIIIIII/111 IIIII IIIIIIIIIIIII 3. Existing Abbreviated legal description ('1'12N R2W SEC 2 LOT 45 OR SHORT SUB BLK 3 LOT 34). IIII I IIII IIIIIII IIIII 4. Petitioner's Name (Last - First). l:111 IIII IIIIIII 5. Petitioner's Representative. I~l.l~kl~ ~ ~1 b-I~-e I II II IIIIIIIII III IIIIIIIII Address: Zip Code: State:. Phone No. ~'~1 Address: /}-~'b,(~ VV, ~o~Tt4' A V,~... 6. Petition Area Acreage. 10. Grid Number. IIIIIII 7. Proposed Number Lots. 11. Zone. IIIIIII IIIIIII OFFICE USE REC'D BY:_ VERIFY OWN:. AFFIDAVIT; POSTING: Tax I.D. Number C~: ,~ ,'~/(. t-~-o ~.~ State: ZiP Code: -~TE ~-p "L'' Phone No, 'Z-~c'~ ~ 5 ~'' 8, Existing Number Lets. 9. Written Justification, 12. FeeS. /00'~-"(,-ul~J%L') 13. Community Council I~-'~'L'/~JI~E- B I hereby certify that (I am) (I have been author, zed to act for) the owner of the preperty desonbed above and ~l i ~sire to va~te ~ in ~o~e ~ Chapter 21 of the Anchorage Municipal Code of Ordinances. I understand that payment of the basic vacation fee is nonrefundable and is to COver the costs assoaated wffh processing th~s applrcation, that it does not assure approval of the vacation. I aiso understand that additional fees may be assessed it the Municipality's cost to process this application exceed the basic fee. I fu~her understand that assigned headng dates are tentative and may have to be postponed by Plannt ng Staff, Plaffing Board, Planning Comr.~,§sion, or t/re Assembly due to adm n strative reasons. 2o.o~e ff~,. ~)- Fm~ "Age,ts must provide wnden proof or authorization.