HomeMy WebLinkAboutOVERLOOK ESTATES #3 LT 28OVERLOOK ESTATES 067- 231 -41 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: OSP251106 Work Type: WellSeptic Initial Tax Code Number: 06723141000 Site Legal Address: OVERLOOK ESTATES #3 LT 28 G: Site Mailing Address: Owner: HULTQUIST HOMES INC Design Engineer: PANNONE ENGINEERING SERVICES This permit is for the construction of: Effective Date: Expiration Date: Lot Size in Sq Ft: Total Bedrooms: 4/22/2025 4/22/2026 62805 Q Disposal Field 0 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 4 S 1 r- S Received By: Date: Issued By: Date: ell Z 2 Z j ON -SITE SEPTIC/WELL PERMIT APPLICATION Parcel I.D. 067-231-41 Property owner(s) Hultquist Homes, Inc. Day phone Mailing address 12570 Old Seward Highway, Anchorage AK 99515 Site address 30 Unknown St. (Per MoA Record) Legal description Overlook Estates #3 Lot 28 Number of Bedrooms 4 Engineering Firm Pannone Engineering Services, LLC. Building Permit Number 2 S_ - 1. �_ 0 3 Not Applicable APPLICATION IS FOR: APPLICATION IS AN: 0 all that apply) Absorption Field El Initial Septic Tank Upgrade ❑ Holding Tank ❑ Renewal ❑ Privy ❑ Well El THIS APPLICATION INCLUDES A WAIVER REQUEST FOR: Perm itlRush Fees:$/ 3 12- Date of Payment: �// 7 / z-c Permit No. 0_5P2511CG Waiver Fees: Date of Payment: Waiver No. Distance: Pannone Engineering Services LLC Steven R. Pannone, Principal Registered Professional Engineer E-mail: steve@panengak.com Mailing: P.O.Box 1807, Palmer, AK 99645 Telephone: (907) 745-8200 FAX: (907) 745-8201 Municipality of Anchorage Development Services Department On-Site Water & Wastewater Program 4700 Elmore Road Anchorage, Alaska Subject: Overlook Estates #3 Lot 28 Initial Well & Septic System Permit Request This is a design narrative for a permit to install an initial well and septic system on the subject property. The systems will serve a proposed four-bedroom (4) house. This lot and surrounding lots are served by private wells. 1. Soils: A test hole was performed on this lot by Pannone Engineering Services, LLC on 05/18/2020. Groundwater was not observed during the excavation of the test hole, and bedrock was not encountered to a depth of 15-feet below ground surface. No groundwater was observed in the test hole monitor tube after 7-days. PES performed an additional test hole on this lot on 04/07/2025, in which ground water and bed rock were not observed to a depth of 14.5 -feet below ground surface. No groundwater was observed in this test hole monitor tube after a period of 7 -days. Based on the results of the percolation test and overall soils appearance, an application rate of 1.2 gpd/SF was used for the design of a conventional wastewater treatment system in the area of the test hole performed on 04/07/2025. 2. Soil Absorption System Design. a. See Sheet 1 of the design package. 3. Surface Water: There is no surface water within 100 feet of the proposed septic tank and drain field. 4. Topography: See attached site plan for area topography. There are no slopes exceeding 25% less than 50ft from the proposed drain field. 5. Drawing Markings: The Drawings are marked “For MOA Review Only”. When written notification that the review is complete and no further comments are received from MoA On-Site Department, the note will be removed and “For Construction” drawings will be issued. The proposed installation will not affect the future development of this or the surrounding lots. If you have any questions or concerns, please contact me at (907) 745-8200. Sincerely, SRP Steven R. Pannone, P.E. F. ASCE Owner/Civil Engineer 18 April 2025 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP251106, Curtis Townsend, 04/22/25 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP251106, Curtis Townsend, 04/22/25 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP251106, Curtis Townsend, 04/22/25 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP251106, Curtis Townsend, 04/22/25 Sample Details 25-00858-S02Sample ID Overlook Estates #3 Lot 28General Location 1001in97¾in 90½in 1001½in 1003in1002in % PassingSieve Size Particle Size Distribution ResultGroup Code ASTM D2487 Other Test Results MethodDescription Limits 30No.20 20No.40 13No.60 48No.10 863/8in 67.2No.4 9No.100 6No.200 Chart Limits Group NameAtterberg Limits EstimatedGravel (%)Sand (%)Fines (%)ASTM D2487 Tested ByDate TestedMethod ASTM D6913Preparation MethodComposite Sieving?Separating Sieve(s)Fractional Mass Retained (%)Cu ASTM D2487CcDate Tested TH-1 @7'-8'Client Sample ID SW-SMWell-graded sand with silt and gravelYes33616 James Callahan4/16/2025AOven DryYesNo. 40.0020.491.224/16/2025 Method:ASTM D6913Drying By:OvenDate Tested:4/16/2025Tested By:James Callahan The results contained below pertain only to the items tested below. This report should not bereproduced, except in full, without the prior written approval of Alaska Testlab or the agency. Report No: MAT:25-00858-S02Issue No: 1 Dan MoranKim JohnsonMaria Kampsen Material Test Report 1020 W International Airport RdAnchorage, AK 99518Phone: 907-205-1987 info@alaskatestlab.com 4/16/2025Date: CC: Fax: 907-782-4409 Project:Lab TestingN/A Client:Pannone Engineering Palmer, AK, 99645PO Box 1807 Laboratory SupervisorTitle:Cindy ZickefooseReviewed By:N/A Alaska Testlab - Anchorage Project Code: 241431 Page 1 of 1© 2000-2025 QESTLab by SpectraQEST.comForm No: 18909, Report No: MAT:25-00858-S02 N/AComments mm µm 100 60 20 6 2 600 200 100 50 3" 2" 1" 3/4" 1/2"#4 #10 #20 #40 #60 #100 #200Sieve Size Diameter mm µm 100 60 20 6 2 600 200 100 50 3" 2" 1" 3/4" 1/2"#4 #10 #20 #40 #60 #100 #200Sieve Size 0 10 20 30 40 50 60 70 80 90 100 % Passing (by mass)