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HomeMy WebLinkAboutJASMINE LT 10t 't t MUNICIPALITY OF ANCHORAGE t»ent On -Site Water & Wastewater Program J-0 s�,PO Box 196650 4700 Elmore Road Anchorage, Alaska 99519-6650 Phone: (907) 343-7904 Fax: (907) 343-7997 http://www.muni.org/onsitef Department On -Site Water & Wastewater System Permit Permit Number: OSP231289 Effective Date: 9/19/2023 Work Type: WellSeptic Initial Expiration Date: 9/18/2024 Tax Code Number: 05121120000 Site Legal Address: JASMINE LT 10 G:1059 Site Mailing Address: 23082 PARKS CREEK CIR, Chugiak Owner: TROY DAVIS HOMES INC Lot Size in Sq Ft: 40081 Design Engineer: FORGE ENGINEERING Total Bedrooms: 3 This permit is for the construction of: Q Disposal Field Q Septic Tank ❑ Holding Tank ❑ Privy 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 _:_Reeeived--By: 5 ar e - Issued By: r Date: Date: Z MUHMPAU T Y OF AHCHORQGE Community Development Department r- 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. 051-211-20 Property owner(s) Troy Davis Homes Day phone Mailing address 1689 Knik Goose Bay Road #600, Wasilla, AK 99654 Site address NHN Parks Creek Circle, Chugiak, AK 99567 Legal description (Sub'd., Block & Lot) Jasmine Subdivision, Lot 10 Legal description (Township, Range & Section) Lot Size 40,081 Sq. Ft. Number of Bedrooms APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (® all that apply) Absorption Field 0 Initial Iq Single Family (SF) x❑ (w/wo ADU) Septic Tank © Upgrade❑ Duplex (D) ❑ Holding Tank © Renewal El Multiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well x❑ Water Storage ❑ THIS APPLICATION INCLUDES A VARIANCE / WAIVER REQUEST FOR: Distance: I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal Codes. (Signature of property owner or authorized agent) Permit/Rush Fees: 52.0 Waiver Fees: Date of Payment: / 3c '2.o �_I Date of Payment: Receipt Number:y � 3 � L 0 Receipt Number: Permit No. _0_1�:)p 2 12 Sq Waiver No. Permit App_'- : ,_..:c August 29, 23 MOA Development Services, On-Site Water & Wastewater Program 4700 Elmore Rd Anchorage, AK 99507 Subject: Jasmine Subdivision Lot 10, Parks Creek 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, so 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 as well as the proposed well, septic location and alternate site. The ground surface on the lot slopes moderately toward the road at a generally even rate. There are no slopes greater than 25% within 50 feet downslope of either the primary or alternate site. Contours are shown on the site plan showing 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. No conflicts exist between this proposed system and any other well or septic system, whether on this lot or adjacent lots. The new system will be a minimum of 100 ’from all wells and surface water, and more than 5 ’away from the septic tank. The alternate site is located more than 6’ away. Please refer to the attached test hole logs, plan and profile pages for the septic design. If this design is followed, there will be no adverse impacts to adjacent properties. Sincerely, Benjamin Schiller, PE Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP231289, Deb Wockenfuss, 09/19/23 ALTERNATE SITE Benjamin Schiller CE 12592REGISTEREDPROFESSION A L E N GINEER 1"=50' 90' LONG x 5' WIDE, 0.5' EFFECTIVE DEPTH ABSORPTION TRENCH 1000-GAL SEPTIC TANK CO - CLEANOUT 2CO - DOUBLE CLEANOUT FCO - FOUNDATION CLEANOUT FS - FLOW SPLITTER VALVE MH - MANHOLE MT - MONITORING TUBE SV - SEPTIC VENT TH - TEST HOLE LEGEND 2CO MT1 JASMINE, LOT 10 FEET 0 50 100 FCO PARKS CREEK CIRCLE 3-BDRM HOME 650 SEPTIC PLAN 8/28/23 CO1 15' T&E EASEMENT 660 670 680 690 700 710 720 730 TH#1TH#2 CO2 MT2 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP231289, Deb Wockenfuss, 09/19/23 JASMINE, LOT 10 TYPICAL TRENCH SECTION (NO SCALE) 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 Benjamin Schiller CE 12592REGISTEREDPROFESSION A L E N GINEER 4" PERFORATED PVC (HOLES DOWN) DRAINFIELD ROCK 6" 3' 6" DESIGN FACTORS:SYSTEM REQUIREMENTS: 450 GPD PEAK FLOW PERK RATE: <1 MIN/IN APPLICATION RATE: 1.0 GPD/SF 5' WIDE TRENCH SYSTEM 1,000-GAL SEPTIC TANK BOTTOM OF TRENCH: 4' BELOW GRADE FLOW LINE ELEVATION: 3.5' BELOW GRADE 450 GPD / 1.0 GPD/SF / 5' WIDE * 1 RED FACTOR [0.5 DEEP] = 90 LF TRENCH REQUIRED (90 LF SPECIFIED) GEOTEXTILE FABRIC 6" 8/28/23 PROVIDE ADDITIONAL MIN 6" FILL TO ACCOUNT FOR SETTLEMENT 5' 2' MOA APPROVED SAND Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP231289, Deb Wockenfuss, 09/19/23 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.: TEST HOLE #1 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) Jasmine Subdivision - Lot 10 Troy Davis 01/24/18 Development Services Department 4700 Elmore Road Anchorage, AK 99519-6650 Municipality of Anchorage DATE OF MONITORING: WAS GROUND WATER ENCOUNTERED? DEPTH OF WATER AFTER MONITORING: IF YES @ WHAT DEPTH? No NONE 2/09/18 1/25 0 / 6 0.1 6 3 4 - - OB silty sand w/ gravel 1:41/1:41 1 2 0:21 6 3 4 5 6 0 / 6 6 0 / 6 6 0 / 6 6 0 / 6 6 0 / 6 6 0:22 bed rock 0:21 0:22 0:21 0:22 1:42/1:42 1:43/1:43 1:44/1:44 1:45/1:45 1:46/1:46 J. Millette Professional Engineers Stamp: Feb 15, 2018 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP231289, Deb Wockenfuss, 09/19/23 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.: TEST HOLE #2 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) Jasmine Subdivision - Lot 10 Troy Davis 01/24/18 J. Millette Development Services Department 4700 Elmore Road Anchorage, AK 99519-6650 Municipality of Anchorage DATE OF MONITORING: WAS GROUND WATER ENCOUNTERED? DEPTH OF WATER AFTER MONITORING: IF YES @ WHAT DEPTH? No 11' 2/09/18 1/25 0 / 6 - 11' OB silty sand w/ gravel 2:02/2:03 1 2 0:52 6 3 4 5 6 0 / 6 6 0 / 6 6 0 / 6 6 0 / 6 6 0 / 6 6 0:56 2:06/2:07 2:04/2:05 0:52 0:56 2:08/2:09 0:56 2:10/2:11 0:56 2:12/2:13 0.2 6 3 4 Professional Engineers Stamp: Feb 15, 2018 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP231289, Deb Wockenfuss, 09/19/23 Wheaton Water Well, Inc. 1190 N. Wasilla-Fish hook Road Wasilla, AK 99654 (907)376-2041 Name: Troy Davis Homes Address: 1689 S Knik Goose Bay Rd. #400 City: Wasilla State: AK Zip Code: 99654 Well Site: Jasmine Lot/Block: 10 Additional: Well Depth: 285 ft From: To: Formation: 0 6 silt/gravel Below Ground: 283 ft. 6 12 cobble/boulders Above Ground: 2 ft. 12 14 damp gravel/silt Gal/Min: 0.25 14 51 bed rock grey 51 86 bedrock white soft Static Level: 1-7 { `'' 86 131 grey hard rock 131 228 sandstone 44ft. of 6 in. x .25 in. steel 8" 228 245 hard grey rock Casing: Hole to 41' for surface seal 245 285 hard grey white rock Liner Pipe: N/A Screened: N/A Perforated: N/A Grouted: Yes Depth: N/A Develop. Method: Air Use of Well: Residential Drilling Method: Rotary Misc: Other: Date Drilled: 8/3/2020 Driller: Ben Mattson SELLS . _ Lot 10 Jasmine Hydrof'racking Aug. -Oct. 2020 Well was drilled to a depth of 285. Production gate off drill rig showed..25 gpm. Well was (racked, then pumped to remove injected water. After injected water was removed, well recovery rate was tested at .33 gpm. Well was fracked a second time then pumped to remove injected water. After second frack well recovery rate was tested at .42 gpm. 11901N. Wasilla-Fishhook Road Wasilla. AK 99654 907-376-2041 RiN: 907-376-2030 office whe tonwellsxorn www.wlleatonwells.coin MUNICIPALITY OF ANCHORAGE ©n -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 ..11-1-01 e . rmi - t _ _ Permit Number: OSP201206 Cin -Site Water System Permit Work Type: Well Initial Tax Code Number: 05121110000 Site Legal Address: 007 TR C G:1059 � l �� Site. Mailing Address: Owner: TROY DAVIS HOMES INC Design Engineer: FORGE ENGINEERING This permit is for theconstructionof: ❑ Disposal Field ❑ Septic Tank ❑ Holding Tank ❑ Privy 7/z �/ �_-D b_x [k �»cnr Z° �r n n :3 t7t�hii r-tm e tax Effective Date: 6/29/2020 Expiration Date: 6/29/2021 Lot Size in Sq Ft: 846219 Total Bedrooms: 3 Q Private Well ❑ Water Stora9e 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 Issued By: Date: r 1, /'Y'/ c,� Date: `' 2� MUNICIPALITY t I Tk i O• 1 ANCHORAGE 3RAi 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 RU 5NN 051-211 I� Parcel I.D. -� Property owner(s) Troy Davis Homes Day phone 310-2501 Mailing address 1689 Knik Goose Bay Rd #400, Wasilla, AK 99654 Site address NHN Jasmine Road Chugiak, AK 99567 Legal description (Sub'd., Block & Lot) Jasmine Subdivision, Lot 10 (Proposed) Legal description (Township, Range & Section) Tract C, 007 Subdivision Lot Size 846,219 Sq. Ft. Number of Bedrooms TBD APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (® all that apply) Absorption Field ❑ Initial ❑X Single Family (SF) (w/wo AD U) Septic Tank ElUpgrade F]Duplex (D) ElHolding Tank ❑ Renewal ❑ Multiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well ❑X Water Storage ❑ THIS APPLICATION INCLUDES A VARIANCE / WAIVER REQUEST FOR: Distance: I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal Codes. _ (Signature of property owner or authorized agent) Permit/Rush Fees: 336 / Waiver Fees: Date of Payment: � 71'k Date of Payment: Receipt Number: 0717 [2 Receipt Number: Permit No. 6SP201206 Waiver No. Permit App_:;- : ._..:c Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPUANCI PO 6 O X 240773 OSF201206, Deb WMckenfuss, 06129/ ANCHORAGE. AK 44524 522-7773 677-7766 (FAX) FORGECIVIL.COM June 26, 2020 'OF AJ_' MOA Development Services, On -Site Water & Wastewater Program 49 4700 Elmore Rd, Anchorage, AK 99507 ..:... Benlarry Schiller CE 12592 ,6/26/20 Subject: 007 Subdivision, Tract G Proposed Jasmine Sub, 512406 F°PROFESStQ`�� Aquifer Test Wells��� Dear On -Site Services Engineer: Three wells have been drilled in the new Jasmine subdivision on proposed Lots 1, 2 and 11. The hydrogeologist for the project, Jim Munter, has request a fourth well be drilled on Lot 10 for the purpose of preparing the formal report. He has assisted in determining the final location. A permit application is attached for this well. The proposed well will be pumped in accordance with AMC 15.55.060F 1 to establish the sustained yield as detennined by the well driller. Water quality testing from each well will be accomplished in accordance with AMC 15.55.060F2. We herebyrequestyour approval to drill thiswell to completethewaterstudyto determinethe capacity of the aquifer to support the proposed wells for the subdivision. The location of the wells and the proposed location of the houses and septic systems on the lots will not impact adjacent properties Sincerely, Benjamin Schiller, PE Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMF UANI JASMINE SUBDIVISION OSP201206, Deb Kbckenfuss 0612, I#� S OC 5 i 50 �� ' STATE OF ALXSKA SECTION LINE EAS�MENT/(BY PATENT) Y LINE �c\f\I ' L1 17 I- i LOT 2A i 1 i \\ LOT 28 i LOT 33Ai LO i ,3B ----' U I `---' ---- LOTS./, �1 LOT 4B \ .— +-----I--- I rr--- — I��i',rT,000 FjJv—� rte''/ / 0900 - , �' I LOT 1 I , ---LOT `1 I//r i'./' / r' /',' i \\ // kQT 6 / , :;/r: /'\ LTH#2., , , . ....TH#1 I \ LOt' 5 ,' I,.H ----_ �� ' ' ' ' 1 LOT 2 ��. • \ 1 '"./7• rr' ,�i r \ \`;�' rr , /r� r /1' rIr �,r .y.'/ , i r-!, /� ���' 'OI LOT 6V—v1 / i' ' . \'N,r r •,: TH L-------------------- -./,TH#�,� r> ,� ��' `� �al,�I '•.��i .r/, ,`, � \ `\ � ,' r / Ii',' r' r' ,,j r/ \\ r ./ I W LV U) I I ,r/60 F JASMINE CIRCLR1 co �1O'S -- — ' — �\ _\�, _ �'/ C/) LOT 7 \ r �— --- — — — — — — — — — — — — — — — - 0,d0a'sF 1 . — ��///10;000SF�� W LOT 9 f, r v, l _ `H#1 \ I / \ \ r , p ,`' #,1,v ., e / .: , r _ -t I' \ o \ / \ \� / ::;:r TH#1 /J1 it%i' I -\.. � \\\\ I / \ \! / /I�i I r' �� p 1/ , ! t #2 ✓ i r , 1000 F, r I\::\ 4. \ \ \ / \ \,.. • , f. .. /.� j/ , I y m,i , ,r I �\ �. �.\\J/ \ J t r LOT 111 \!, LOT7 •-... \�, r , r ,/ I :I.T #�2"�• �\ SII 1 \ // � r',r". I / LOT 10 n I I__t�J I a t / J-----------------% LOT 8 10,000 SF7. \ I I r I \ LOT.1�\\ \ TRACT A LOT 9 ------------------- LOT 'tJ � NO WELLS OR SEPTIC WITHIN 250' OF PROPERTY LINE PLATTED UTILITY EASEMENTS 007 TRACT E3 �I 1 pF ALq,l� MOA WETLANDS f/�`� ii / i� S �oP'k - 7+� PROPOSED JASMINE SUBDIVISION 49 TH PO �- .::� .., LEGEND AQUIFERTEST WELL LOCATION PLAN Benda In Schiller ��A, j SEPTIC RESERVE AREAS �.h.26?092 �� 0 100 200 �,�F�PROFESSIONA APPROX LOCATIONS OF EXISTING SEPTIC SYSTEMS FEET 111=100' CALL BEFORE YOU DIG THE CONTRACTOR SHALL NOTIFY ALL AREA UTILITY COMPANIES PRIOR TO COMMENCEMENT OF EXCAVATION. THE FOLLOLVING IS A PARTIAL LIST: ALASKA DIG LINE - 811 LOCATE CALL CENTER OF ALASKA 278-3121 (INCLUDES ACS. AI . CEA. ENG. BUTLER AVIATIONnESORO. GCI CABLE. MLP. TRAFFIC SIGNALS. MOA STOR.STREETS. AND ALASKA FIBER STAR ) STATE STORM/STREET LIGHTS 333-2411 MILITARY PETROLEUM LINES 862-4112 Troy Davis Homes, Incl Forge Engineering l 165 E Parks Hwy, Ste 200 PO 6DX 240773 Wasilla, AK 99654 Anchorage, AK 99524 907-357-9394 907-522-7773