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Home My WebLink AboutSTUCKAGAIN HEIGHTS BLK 2 LT 8Stuckagain Heights Lot 8 Block 2 #041-021-10 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 Water & Wastewater System Permit Permit Number: OSP231128 Work Type: WellSeptic Initial Tax Code Number: 04102110000 Site Legal Address: STUCKAGAIN HEIGHTS BLK 2 LT 8 G:2043 Site Mailing Address: 9741 Basher DR, Anchorage Owner: NOGACKI TADEUSZ Design Engineer: FORGE ENGINEERING This permit is for the construction of: Q Disposal Field Q Septic Tank ❑ Holding Tank ❑ Privy Effective Date Expiration Date: Lot Size in Sq Ft Total Bedrooms: �„cnr rs� e�� J Depai,tnie1Ti 6/27/2023 6/26/2024 87120 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 J c �^,, n Received By: l A V r v� C r Date: Issued By: �� Date: 4 MUNICIPALITY OF ANCHORAGE Community Development Department ' t 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. 041-021-10 Property owner(s) Tadeusz Nogacki Day phone 907-360-6974 Mailing address 421 East Harvard Ave #2, Anchorage, AK 99504 Site address NHN Basher Dr Legal description (Sub'd., Block & Lot) Stuckagain Heights Block 2 Lot 8 Legal description (Township, Range & Section) Lot Size 87,120 Sq. Ft. Number of Bedrooms 4 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (® all that apply) Absorption Field ❑X Initial 0 Single Family (SF) ❑X (w/wo ADU) Septic Tank ❑X Upgrade p9 ❑ (D) El Holding Tank ❑ RenewalDuplex ❑ 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: gr2/D Date of Payment: l r 20 Z3 Receipt Number: % 7 - Permit No. OS 2 �3 Permit App_*- : ,_..:c Waiver Fees: Date of Payment: Receipt Number: Waiver No. June 8, 2023 MOA Development Services, On-Site Water & Wastewater Program 4700 Elmore Rd Anchorage, AK 99507 Subject: Stuckagain Heights Block 2 Lot 8 – NHN Basher Dr Septic system design Dear On-Site Services Engineer: The owner of the above lot intends to build a 4-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 down away from the road at slopes ranging between 15-33%, but it is in the milder slopes that the system is located, at about 20%. There are no slopes greater than 25% downslope from the septic location. Downslope is a low spot, but the slopes rise steeply again at the back. Contours are shown on the site plan showing the grade and direction of flow. Stormwater drainage will not impact this septic system, as it is not placed in the depression at the bottom of the property. The new trench will be constructed parallel to the slope as much as possible. There are existing test hole logs from a previous permit in the file, and we are using these for the design. However, we have specified a new test hole to be dug prior to installation in order to confirm the consistency of the soil layers. 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 OSP231128, Curtis Townsend, 06/27/23 ALTERNATE SITE Benjamin Schiller CE 12592REGISTEREDPROFESSION A L E N GINEER 1"=50' (2)x 60' LONG X 5' WIDE, 0.5' EFFECTIVE DEPTH WITH 2' SAND FILTER ABSORPTION TRENCHES CO - CLEANOUT 2CO - DOUBLE CLEANOUT FCO - FOUNDATION CLEANOUT FS - FLOW SPLITTER VALVE MH - MANHOLE MT - MONITORING TUBE SV - SEPTIC VENT TH - TEST HOLE LEGEND CO2MT2 TH#2 STUCKAGAIN HEIGHTS, BLOCK 2 LOT 8 FEET 0 50 100 BA S H E R DR I VE 4-BDRM HOME 950 SEPTIC PLAN 5/30/23 940 930 920 10 ' U T I LIT Y E A S E M E N T TH#1 FCO 2CO FS CO4 CO1 CO3 MT4 MT1 MT3 NEW 1250-GAL SEPTIC TANK PROPOSED WELL LOCATION PROPOSED TEST HOLE TO BE DUG AT TIME OF CONSTRUCTION Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP231128, Curtis Townsend, 06/27/23 STUCKAGAIN HEIGHTS BLOCK 2 LOT 8 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 DESIGN FACTORS:SYSTEM REQUIREMENTS: 600 GPD PEAK FLOW PERK RATE: <1 MIN/IN APPLICATION RATE: 1.0 GPD/SF 5-WIDE TRENCH SYSTEM 1250-GAL SEPTIC TANK BOTTOM OF TRENCH: 2' BELOW GRADE FLOW LINE ELEVATION: 1.5' BELOW GRADE 600 GPD / 1.0 GPD/SF / 5' WIDE * 1 RED FACTOR [0.5DEEP] = 120 LF TRENCH REQUIRED (120 LF SPECIFIED) 5/30/23 5' 2' 4" PERFORATED PVC (HOLES DOWN) 6" 6" 2" INSULATION DRAINFIELD ROCK MOA-APPROVED SAND FILTER 2' PROVIDE ENOUGH ADDITIONAL FILL TO ENSURE REQUIRED COVER AFTER SETTLEMENT Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP231128, Curtis Townsend, 06/27/23 Lot 8, Block 2, Stuckagain Heights Subdivision Plot Plan Land Surveying Land Development Consultants Subdivision Specialists Construction Surveying AEC# 173042 S4 Group 124 E 7th Avenue Anchorage, Alaska 99501 (907) 306-8104 mail@S4AK.com 05/18/2023 Rick Mystrom. Mayor Municipality of Anchorage Department of Health and Human Services 825 "L" Street P.O. Box 196650 Anchorage, Alaska 99519-6650 http://www.cLanchorage.ak.us June 7, 2000 Mark DeLanney PO Box 111583 Anchorage, AK 99511 Subject: Stuckagain Heights, Block 2, Lot 8 Permit # SW990276 PID # 041-021-10 The subject permit #SW990276 issued by this office for a single family well and/or on- site wastewater system, is due to expire 365 days at,er it's issuance on August 13, 1999. If this is a well permit and you have drilled the well, a well log must be sent to this office for documentation of the installation and to close the permit. If this is an on-site wastewater system and a licensed Professional Engineer has inspected the installation, the original as-built inspection report must be sent to this office for review, approval and documentation. All inspection reports must be submitted within 30 days of construction completion. A new permit must be obtained from this office for a well and/or on-site wastewater system NOT installed by the expiration date. However a new permit can be issued free of charge for a second year if the application for the renewal is received on or before the date of expiration of the original permit for which a fee was paid. When applying for a new permit a~er the original permit has expired or for more than a second year, the fees are: $320.00 for an on-site wastewater permit and $120.00 for a well permit. If you have any questions, please call this office at 343-4744. Program Manager On-site Services enc: Copy of Permit MUNICIPALITY OF ANCHORAGE Department of Health and Human Services On-Site Services Program 825 L Street, Room 502 PO. Box 196650, Anchorage, AK 99519-6650 (907) 343-4744 ON-SITE WASTEWATER DISPOSAL SYSTEM / WATER SUPPLY PERMIT Renewal Date Issued: Aug 13. 1999 Expiration Date: Aug 12, 2000 Permit Number: SW990276 Legal Description: STUCKAGAIN HEIGHTS BLK 2 LT 8 Design Engineer: 0041 AK Water & Wastewater Consulta Owner Name: Mark L DeLanney Owner Address: PO Box 111583 Anchorage. AK 99511-0000 Parcel iD: 041-021-10 Site Address: Lot Size: 87120 SQ. FT. Total Bedrooms: 4 Permit Bedrooms: 4 This permit is for the construction of: [] Disposal Field [] SepticTank [] 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 DHHS at least 2 hours prior to each inspection. Provide notification by calling (907) 343-4744 ( 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. 5. The following special provisions. This is a renewal of permit #SW980302 (' / Received By: MUNICIPALITY OF ANCHORAGE Department of Health and Human Services On-Site Services Program 825 L Street, Room 502 P.O. Box 196650, Anchorage, AK 99519-6650 ¢O7) 343-4744 ON-SITE WASTEWATER DISPOSAL SYSTEM /WATER SUPPLY PERMIT Initial Date Issued: Aug 13, 1998 Expiration Date: Aug 13, 1999 Permit Number: SW980302 Legal Description: STUCKAGAIN HEIGHTS BLK 2 LT 8 Design Engineer: 41 Owner Name: Mark Delanney Owner Address: PO Box 111583 Anchorage, AK 99511- Pamel ID: 041-021-10 Site Address: Lot Size: 87120 SQ. FT. Total Bedrooms: 4 Permit Bedrooms: 4 This permit is for the construction of: [] Disposal Field [] SepticTank [] 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 DHHS at least 2 hours prior to each inspection. Provide notification by calling (907) 343-4744 ( 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: Alaska Water & Wastewater 7320 East Chester Heights Circle ~ Anchorage ~ Alaska 99504 (907) 337-6179 N Fax (907) 338-3246 Consulting Engineers July 27, 1998 Municipality of Anchorage Department of Health & Human Services Division of Environmental Services On-Site Services Se~ion P.O. Box 196650 Anchorage, Alaska 99519-6650 Ret~ Well and Septic Design for Lots 8, Block 2, Stuekagian H~ights Subdiv'ision To whom it may concern: The proposed 4 bedroom house will be served by a private septic system and a private well. Comments regardin~g the proposed deSign are summarized as follows: 1. SOILS: Attached are logs which shows the soil profile, and the percolation test results. The soils below the organic layer is a silty gravel material to a depth of 3.5 feet in TH#1 and to 2.75 feet in TH#2. The soils below the sil~y gravel layer transitions to a well graded gravel material in test hole #1 to a 46~pth of 8 feet. In test hole #2, the soils transitions to a sandy gravel with pockets of clean sand to a depth of 9 feet. At 8 feet in test hole #1, the soil transitions to a cohesive mix of silt and small angular rock to a depth of 12.25 feet (bottom of test hole). At 9 feet in test hole #2, the soil transitions to a silt. No groundwater was encountered during the excavation of the tegt'holes. The perc61afion tests were performed between the depth of 4:0 feet to 4.5 feet in TH#1 and at 3.25 feet to 3.75 feet in TH#2. Both percolation rates were <1 minute/inch. The insitu silt layer will serve as a filter. A 2.5 foot thick sand filter will be added to insure 6 feet separation to impermeable soils (visually determined). The sand filter is not being used to maintain separation distance to groundwater, so we are proposing to use a 1.2 application rate. 2. TRENCH DESIGN: a. Pereolation Rate: <1 minutes/inch b. Allowable Application Rate: 1.2:gallons/day/ft2 c. Number ofBedrpoms: 4 d. Design Flow: 600 gallons per day e. Minimum Absorption Area: 500 fi2 f. Total Depth: 4.5 feet (maximum, on high side of trench) g. Effective Depth: 0.5 feet h. Width: 5 feet mi~mum i. Minimum Length: 100 feet j Effective absorption area = 500 ft2 3. SURFACE WATERS: There are no surface waters within 100 feet of the proposed upgrade. 4. TOPOGRAPHY: Attached is a topography site plan. In short, there are no slope concerns. I am unaware of any adverse impacts this installation would have on adjacent wells or septic systems. If you h~e any questions, Please contaetme at 337-6179, or 244-9612. Thank you for your assistance. [ / Prid~ ~al ~ LOT 5, BLOCK ~ / ,' / '- ........... -~-' ~ ' ' I/, I , I / // / ~ LOT 9, BLOCK 2 /// ~ ,' / / / ~ s'~-uc~l~ ~s. /// LOT.~, BLOCK 3 / / ~_ ~./ ~ /// STUCKAGAIN HTS. /. /' / ~ ~..~ A~S~ WA~R AND WAS~WA~R STUCKAGAIN HEIGHTS SUBDIVISION, LOT 8, BLOCK 2 ~E OF WORK: SITE P~N PREPARED FOR: PttONE NUMBER: )AT[:7/~7/~8 ]P~WN ~Y: SCAL~: A.C.~. ~ = ~00' ii, i~ / ..~ ~ STUCKAGAIN HTS. /.~ ~ / ~ABQ~CK. Tt~ENCH TO / % ALTERNATE SITE //1 LOT 6~LOCK 2 ~ STUCKAGAIN H1% ~ /// ?~///i// 1I/ ALAS~ WA~R AND WAS~WA~R ~o ~. ~,~, ,~,~,~ c,.c~, ~CHO~, ~ .~o~ ~..~..~._.~ ~. .EGAL OESCRIPTION'. PHONE: (gO7)337-6179/F~: (907)338-3246 s~UCK,e,,N H~,~HTS SUaO~V,S,ON. LOT ~. ,LOCK 2 '~': ..... ~,' ¢~¢'-'V ..... . SITE P~N aREPARED FOR: PHONE NUMBER: MARK DELANNEY 522-1090 (HM)/562-2722 (WK) ~:.......~ ....... A.C.G. 1 = 50' 2 OF 2 Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST PERFORMED FOR: LEGAL DESCRIPTION: 2 o 3 4 ~..;..., ~',.. '.%' 10 DATE WAS GROUND WATER ENCOUNTERED? Township, Range, Section: SLOPE S iF YES, AT WHAT ~-~ )A, _oL DEPTH? r , v E SITE PLAN COMMENTS Depth Io Water After Monitoring, Gross Net Dapth tO Net Reading Date Time Time Water Drop PERCOLATION RATE ~ (minutes/inch) PERC HOLE DIAMETER TEST RUN BETWEEN ,Z~ FT AND ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 72-008 (Rev. 4/~) IN PERFORMED FOR: LEGAL DESCRIPTION: 1 2 3 4 5 6 7 8- 9- 10- 11 Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST DA Township, Range, Section: SLOPE 13- 14- 15- 16- 17- 18- 19- 20- WAS GROUND WATER ENCOUNTERED? ~O s IF YES, AT WHAT I/~ L DEPTH? I,~-- pO E Monitoring? '-I' - Dote: COMMENTS Gross Net Depth to Net Reading Date Time Time Water Drop PERCOLATION RATE '~ (minutes/inch) PERC HOLE DIAMETER TEST RUN BETWEEN ~ ' ~'~' FTAND ~J ."'TJ~" FT PERFORMEO E~: '5~ ~_~SS; , ~ ~S'r CE.T,F~ T.^T TH,~ TpT/WAS PERFORMED,N ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 72-008 (Rev. 4/85)