HomeMy WebLinkAboutEQUESTRIAN HEIGHTS BLK 2 LT 6Equestrian Heights 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: OSP251036 Work Type: WellSeptic Initial Tax Code Number: 01709260000 Site Legal Address: EQUESTRIAN HEIGHTS BLK 2 LT 6 G:3038 Site Mailing Address: 14377 EQUESTRIAN CIR, Anchorage 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: Uchartment 2/28/2025 2/28/2026 22027 Q Disposal Field Q Septic Tank ❑ Holding Tank ❑ Privy 2 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 $ecze►ved By S�iG� C tc� Issued By:y�— Date: Date: 4 MUNICIPALITY OF ANCHORAGE 77� Development Services Departmentwr Phone. 907-343-7904 On -Site Water & Wastewater Section ON-SITE SEPTICIWELL PERMIT APPLICATION Parcel I.D. 017-092-60 Property owner(s) Hultquist Homes Inc Day phone Mailing address 12570 Old Seward Highway Anchorage, AK Site address NHN Equestrian Circle Legal description Equestrian Heights 132 L6 Number of Bedrooms 4 Engineering Firm Pannone Engineering Services, LLC Building Permit Number R2 5 -)05 14 — Not Applicable R APPLICATION IS FOR: APPLICATION IS AN: (M all that apply) Absorption Field El Initial Septic Tank M Upgrade ❑ Holding Tank F-1 Renewal D Privy E] Well R THIS APPLICATION INCLUDES A WAIVER REQUEST FOR: Permit/Rush Fees: '2 - Date of Payment: Permit No. 05e251036 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:   Equestrian Heights B2 L6          Well and 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 installation will serve a proposed four (4) bedroom house. This lot and surrounding lots are served by private wells. Currently there are no wells within 100ft of the proposed installation. 1. Soils: A test hole was performed on this lot by Pannone Engineering Services, LLC. The soils logs is attached, and the approximate location is shown on the attached site plan. Groundwater was not observed during the excavation of the test hole to a depth of 15.0’ BGS, and bedrock was not encountered. Groundwater was not observed in the test hole monitor tube after 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.  Because of soil <1 mpi a sample was taken for sieve analysis and is expected back from Alaska Testlab within 3 days.  Due to the expedited nature of the permit we request that the permit be approved with the condition that a sieve showing USCS sand be provided before construction. 2. Soil Absorption System Design: 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. 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 26 February 2025 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP251036, Deb Wockenfuss, 02/28/25 FOR CONSTRUCTION Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP251036, Deb Wockenfuss, 02/28/25 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP251036, Deb Wockenfuss, 02/28/25 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP251036, Deb Wockenfuss, 02/28/25 Sample Details 25-00435-S01Sample ID 1001in 99¾in 99½in 1001½in 1003in 1002in % PassingSieve Size Particle Size Distribution Result Cu ASTM D2487 Other Test Results Method Description Limits 98No.16 97No.30 92No.50 98No.8 993/8in 99No.4 66No.100 36No.200 Chart Limits Cc Procedure ASTM C117 Group Code ASTM D2487 Group Name Liquid Limit Plasticity Index Gravel (%) Sand (%) Fines (%) ASTM D2487 Tested By Date Tested Equestrian HTS BLK 3, Lot ll TH-1Field Sample ID A SM Silty sand 0 0 1 63 36 Desirae Pascale 2/27/2025 Method: ASTM C136 Drying By: Oven Date Tested: 2/27/2025 Tested By: Shara Diamond The results contained below pertain only to the items tested below. This report should not be reproduced, except in full, without the prior written approval of Alaska Testlab or the agency. Report No: MAT:25-00435-S01 Issue No: 1 Dan Moran Kim Johnson Maria Kampsen Material Test Report 1020 W International Airport Rd Anchorage, AK 99518 Phone: 907-205-1987 info@alaskatestlab.com 2/27/2025Date: CC: Fax: 907-782-4409 Project: Lab Testing N/A Client: Pannone Engineering Palmer, AK, 99645 PO Box 1807 Senior EngineerTitle: Maria E KampsenReviewed By: N/A Alaska Testlab - Anchorage Project Code: 241431 Page 1 of 1© 2000-2025 QESTLab by SpectraQEST.com Form No: 18909, Report No: MAT:25-00435-S01 No Plasticity Index Test Performed Soil Classification of Fines (-#200) in Sieve Analyses Assumed Unless Verified by Additional Testing Comments mm µm 100 60 20 6 2 600 200 100 50 3" 2" 1" 3/4" 1/2"#4 #8 #16 #30 #50 #100 #200Sieve Size Diameter mm µm 100 60 20 6 2 600 200 100 50 3" 2" 1" 3/4" 1/2" #4 #8 #16 #30 #50 #100 #200Sieve Size 0 10 20 30 40 50 60 70 80 90 100 % P a s s i n g ( b y m a s s ) Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP251036, Deb Wockenfuss, 02/28/25