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HomeMy WebLinkAboutGUDVEINA ESTATES LT 5 Onsite File Gudveina Estates Lot 5 #017 - 161 - 02 MUNICIPALITY OF ANCHORAGE On -Site Water & Wastewater Program PO Box 196650 4700 Elmore Road Anchorage, Alaska 99519-6650 Phone: (907) 343-7904 Fax: (907) 343-7997 http://www.muni.org/onsite On -Site plater System Permit Permit Number: OSP211216 Work Type: Well Renewal Tax Code Number: 01716102000 Site Legal Address: GUDVEINA ESTATES LT 5 G:3138 Site Mailing Address: 15541 Blair View CIR, Anchorage Owner: WOELBER PAXSON 1/3 & Design Engineer: FORGE ENGINEERING This permit is for the construction of: ❑ Disposal Field ❑ Septic Tank ❑ Holding Tank ❑ Privy Effective Date: Expiration Date: S, M VA '. Depiu•tnlell t 6/15/2021 6/15/2022 Lot Size in Sq Ft: 56348 Total Bedrooms: 3 Q Private Well ❑ Water Storage All construction shall be in accordance with: 1. The attached approved design. 2. All requirements specified in Anchorage Municipal code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations (18AAC72) and Drinking Water Regulations (18AAC80) 3. The wastewater code requires inspections during the installation. The engineer shall notify the Development Services Department per AMC 15.65. Provide notification by calling (907) 343-7904 (24/7). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather shall be either: a. Opened and Closed on the same day, or b. Covered, sealed, and heated to prevent freezing Received By: VMP 6/15/21 Date: Issued By: Date: / Z L_- - Community Development Department Phone: 907-343-7904 Development Services Division Fax: 907-343-7997 On -Site Water & Wastewater Program ON-SITE SEWER/WELL PERMIT APPLICATION Parcel I.D. 017-161-02 Property owner(s) Paxson & Mark Woelber Mailing address 1211 F Street Anchorage, AK 99501 Site address NHN Blair View Circle Anchorage, AK Day phone 947-1110 Legal description (Sub'd., Block & Lot) Gudveina Estates, Lot 5 Legal description (Township, Range & Section) Lot Size 56,348 Sq. Ft. Number of Bedrooms Three (3) APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (® all that apply) Absorption Field ❑x Initial ❑ Single Family (SF) 0 (w/wo ADU) Septic Tank ❑X Upgrade El Duplex (D) El Holding Tank ❑ Renewal Q Multiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well 0 Water Storage ❑ THIS APPLICATION INCLUDES A VARIANCE / WAIVER REQUEST FOR: Distance: I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal Codes. (Signature of property owner or authorized agent) Permit/Rush Fees: `/ 5 Waiver Fees: Date of Payment: 'o ' a 0 2 Date of Payment: Receipt Number: ©f `7 `/ Receipt Number: Permit No. (!S P 2 11 .2 1 Waiver No. Permit App_".:- : :'_.,:c ENGIN E E R I NG PO BOX 240773 ANCHORAGE, AK 99524 522-7773 677-7766 (FAX) June 9, 2021 MOA Development Services Dept, On -Site Water & Wastewater Program 4700 Elmore Rd Anchorage, AK 99507 Subject: Gudveina Estates, Lot 5 — NHN Blair View Circle Permit Renewal Dear On -Site Services Engineer: The owner of the above lot has a septic and well permit that expired on April 24, 2020 and still needs to drill a well. So, we are requesting a renewal of the well and septic permit. Wells on this and adjacent lots are shown. The new well will be a minimum of 100' from all septic systems on this lot or adjacent lots. No new development has occurred on adjacent lots since the permit was issued. Please refer to the plan for the well design. If this design is followed, there will be no adverse impacts to adjacent properties. Sincerely, Benjamin Schiller, PE 49 TH Benja in Schiller ►� ?,�, • CE 12592 6/9/21 , • ' ��� �>��� pROFESSIO��L� LOT VAS EXISTING 38' LONG x 5' WIDE x 4' EFFECTIVE DEPTH ABSORPTION TRENCH ALTERNATE SITE:. CAT III SYSTEM 1 G' i nKirl-_ v rz' Wina v A' CCCCr`TI\/C 20'/0. (1 -I' �- w RMHoMF ~ � LL' !w J i- O ---(g) I u�► �Lq�tt�, 49 TM •. .`.. ..........s Benja i Schiller ® CEes 202 • ����0 PROFESSIONP�.o NOTE: ALL WELLS ON SURROUNDING LOTS WITH IMPACTS TO THIS PROPERTY ARE SHOWN. NO CONFLICTS WITH WELLS OR SEPTIC SYSTEMS. 0 50 100 FEET 1"=50' t / LEGEND CO - CLEANOUT 2CO - DOUBLE CLEANOUT FCO - FOUNDATION CLEANOUT FS - FLOW SPLITTER VALVE MH - MANHOLE MT - MONITORING TUBE SV - SEPTIC VENT TH - TEST HOLE 141.0•4•,-- '""rpo� MUNICIPALITY OF ANCHORAGE � s On-Site Water&Wastewater Program `o: �„ PO Box 196650 4700 Elmore Road s „^ Anchorage,Alaska 99519-6650 Phone:(907)343 7904 Fax:(907)343-7997 ` http://www.muni.org/onsite i .i_, 1Llyi I enol tment ^Nf HoRN6 On-Site Water & Wastewater System Permit Permit Number: OSP191109 Effective Date: 4/25/2019 Work Type: WellSeptic Initial Expiration Date: 4/24/2020 Tax Code Number: 01716102000 . Site Legal Address: GUDVEINA ESTATES LT 5 G:3138 Site Mailing Address: 15541 Blair View CIR, Anchorage, ' Owner: WOELBER PAXSON 1/3 & Lot Size in Sq Ft: 56348 Design Engineer: FORGE ENGINEERING Total Bedrooms: 3 • This permit is for the construction of: Q Disposal Field El Septic Tank 0 Holding Tank 0 Privy 0 Private Well 0 Water Storage All construction shall be in accordance with: 1. The attached approved design. 2. All requirements specified in Anchorage Municipal code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations (18AAC72) and Drinking Water Regulations (18AAC80) 3. The wastewater code requires inspections during the installation. The engineer shall notify the Development Services Department per AMC 15.65. Provide notification by calling (907) 343-7904 (24/7). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather shall be either: a. Opened and Closed on the same day, or b. Covered, sealed, and heated to prevent freezing • ' 1n Date: ��Z�/l Received By: tfl��� �,l,l,� 144 Received C � Issued By: A I rr Date: Y4-09 enANS MUNICIPALITY OF ANCHORAGE Community Development Department / Phone: 907-343-7904 Development Services Division Fax: 907-343-7997 On-Site Water& Wastewater Program ON-SITE SEWER/WELL PERMIT APPLICATION Parcel I.D. 017-161-02 Property owner(s) Paxson & Mark Woelber Day phone (11- 7— 1 0 Mailing address 1211 F Street Anchorage, AK 99501 Site address NHN 156th Avenue Anchorage, AK Legal description (Sub'd., Block & Lot) Gudveina Estates, Lot 5 Legal description (Township, Range & Section) Lot Size 56,348 Sq. Ft. Number of Bedrooms Three (3) APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (®all that apply) Absorption Field X Initial Single Family (SF) [ (w/wo ADU) Septic Tank ❑X Upgrade LJ Duplex (D) [ Holding Tank ❑ Renewal [ Multiple Dwellings [ Privy Il (SF and/or D) Private Well [ Water Storage ❑ THIS APPLICATION INCLUDES A VARIANCE /WAIVER REQUEST FOR: Distance: I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal Codes. (Signature of property owner or authorized agent) Permit/Rush Fees: 301.6 Waiver Fees: Date of Payment: 4///f, Date of Payment: Receipt Number: Receipt Number: Permit No. Q5/2lq nog Waiver No. Permit App_:•:• c PO BOX 240773 ANCHORAGE, AK 99524 522-7773 677-7766 (FAX) April 23, 2019 MOA Development Services Dept, On-Site Water & Wastewater Program 4700 Elmore Rd Anchorage, AK 99507 Subject: Gudveina Estates, Lot 5 – NHN Blair View Circle Septic System Design Dear On-Site Services Engineer: The owner of the above lot intends to build a 3-bedroom home on the property. We are submitting this permit application for the construction of a new well and septic system. The attached site plan identifies the location of the home and the proposed well, septic location and alternate site. No conflicts exist between this proposed system and any other well or septic system on this lot or adjacent lots. The ground surface on the lot slopes to the west at grades approximating 10% to 20%. There are no slopes greater than 25% within 50 feet downslope of either the primary or alternate site. The primary absorption trench will be constructed on a slope greater than 25%. The design however complies with the steep slope provisions of the code and no waiver is necessary. Ground contours are shown on the site plan indicating the grade and direction of flow. Stormwater drainage will not impact this septic system. The new trench will be constructed parallel to the slope as much as possible. Wells on this and adjacent lots are shown. The new system will be a minimum of 100’ from all wells and surface water, and more than 5’ away from the septic tank. Please refer to the attached test hole logs and plan and profile sheets for the septic design. If this design is followed, there will be no adverse impacts to adjacent properties. Sincerely, Michael E. Anderson, PE 4/23/19 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP191109, Deb Wockenfuss, 04/25/19 81081582010050 0 FEET 1"=50' 3-BD R M HO M E 1,000 GALLON SEPTIC TANK NOTE: NO SLOPES >25% WITHIN 50' OR SURFACE WATER WITHIN 100' OF THE PROPOSED SEPTIC SYSTEM ALL WELLS ON SURROUNDING LOTS WITH IMPACTS TO THIS PROPERTY ARE SHOWN. NO CONFLICTS WITH WELLS OR SEPTIC SYSTEMS. CO - CLEANOUT 2CO - DOUBLE CLEANOUT FCO - FOUNDATION CLEANOUT MT - MONITORING TUBE SV - SEPTIC VENT TH - TEST HOLE CONTOUR INTERVAL - 5' LEGEND TH1 GUDVEINA ESTATES LOT 5 E. 156th AVENUE 4/23/19BLAIR VIEW CIRCLE10' UTILITY EASEMENT3' SECTION LINE EASEMENT TH2 ALTERNATE SITE 38' LONG x 5' WIDE x 4' EFFECTIVE DEPTH ABSORPTION TRENCH PROPOSED WELL CO CO MT 2CO SV SV FCO 20% 10% Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP191109, Deb Wockenfuss, 04/25/19 GUDVEINA ESTATES, LOT 5 DESIGN FACTORS: SYSTEM REQUIREMENTS: 450 GPD PEAK FLOW PERK RATE: 1-5 MIN/IN APPLICATION RATE: 1.2 GPD/SF 5' WIDE TRENCH SYSTEM 450-GAL SEPTIC TANK TYPICAL TRENCH SECTION (NO SCALE) 4" PERFORATED PVC (HOLES DOWN) DRAINFIELD ROCK 5' 6" 6" 3.5' 4' NOTES: 1. GRADE AREA OVER TRENCH TO DRAIN AWAY 2. PROVIDE 3' OF COVER OVER TRENCHES AND 4' OVER SEPTIC TANK, OR 2' WITH 2" OF INSULATION 3. CHECK GROUNDWATER AT TIME OF CONSTRUCTION. IF LEVEL IS HIGHER THAN PREVIOUSLY OBSERVED, CALL ENGINEER IMMEDIATELY BOTTOM OF TRENCH: 8.0' BELOW GRADE - FROM LOW SIDE FLOW LINE ELEVATION: 4.0' BELOW GRADE - FROM LOW SIDE TOP OF TRENCH: 0.5' ABOVE GRADE - FROM LOW SIDE 450 GPD / 1.2 GPD/SF /5' WIDE * .5 RED. FACTOR = 37.5 LF TRENCH REQUIRED (38 LF SPECIFIED) C:\Users\Schiller\Dropbox\Admin\Schiller seal\Signed Seal.jpg 4/23/19 9.5' Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP191109, Deb Wockenfuss, 04/25/19 LEGAL DESCRIPTION: PERFORMED FOR: DATE: PARCEL ID#: SOILS LOG AND PERCOLATION TEST TECHNICIAN: 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 DEPTH (feet) PROJECT No.: SLOPE SLOPE SITE PLAN See Site Plan DATE READING GROSS TIME (minutes) NET TIME (minutes) DEPTH to WATER NET DROP TEST HOLE PRESOAKED PRIOR TO TESTING: PERC. HOLE DIA. (INCHES)PERCOLATION RATE: (MIN/INCH) TEST RUN BETWEEN: FT. and FT. COMMENTS: (inches)(inches) DATE OF MONITORING: WAS GROUND WATER ENCOUNTERED? DEPTH OF WATER AFTER MONITORING: IF YES @ WHAT DEPTH? 3/19/19 1' OB Professional Engineers Stamp: 4/22/19 TEST HOLE 1 GUDVEINA ESTATES L5 5/9/18 J. Millette NO NONE 1.02 6 4 5 017-161-02 MARK & PAXSON WOELBER 2:29 / 2:351 2 3 4 5 6 6:08 6:10 6:09 4 / 10 6 6 6 2:36 / 2:42 2:43 / 2:49 2:50 / 2:56 2:57 / 3:03 3:04 / 3:10 GM (SANDY SILTY GRAVEL) 3/19/19 6:07 6:10 6:10 4 / 10 4 / 10 4 / 10 4 / 10 4 / 10 6 6 6 - DEPTH TO WATER MEASUREMENTS WERE TAKEN TO 1/16". Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP191109, Deb Wockenfuss, 04/25/19 LEGAL DESCRIPTION: PERFORMED FOR: DATE: PARCEL ID#: SOILS LOG AND PERCOLATION TEST TECHNICIAN: 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 DEPTH (feet) PROJECT No.: SLOPE SLOPE SITE PLAN See Site Plan DATE READING GROSS TIME (minutes) NET TIME (minutes) DEPTH to WATER NET DROP TEST HOLE PRESOAKED PRIOR TO TESTING: PERC. HOLE DIA. (INCHES)PERCOLATION RATE: (MIN/INCH) TEST RUN BETWEEN: FT. and FT. COMMENTS: (inches)(inches) DATE OF MONITORING: WAS GROUND WATER ENCOUNTERED? DEPTH OF WATER AFTER MONITORING: IF YES @ WHAT DEPTH? NO - - 1' OB - Professional Engineers Stamp: 4/22/19 PERK # 2 GUDVEINA ESTATES L5 5/9/18 J. Millette 017-161-02 MARK & PAXSON WOELBER PERK TEST ONLY. 1.1 6 3 4 2:01 / 2:071 2 3 4 5 6 6:17 6:20 6:20 4 / 10 6 6 6 2:08 / 2:16 2:17 / 2:23 2:25 / 2:31 2:32 / 3:38 2:39 / 2:45 6:15 6:16 6:21 4 / 10 4 / 10 4 / 10 4 / 10 4 / 10 6 6 6 GM (SANDY SILTY GRAVEL) 3/19/19 DEPTH TO WATER MEASUREMENTS WERE TAKEN TO 1/16". Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP191109, Deb Wockenfuss, 04/25/19