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HomeMy WebLinkAboutCAROL CREEK TR 2CAROL CREEK Tract 2 051 -361 -51 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 hftp://www.muni.org/onsite On -Site Water & Wastewater System Permit Permit Number: OSP241376 Work Type: WellSeptic Initial Tax Code Number: 05136151000 Site Legal Address: CAROL CREEK TR 2 G:0453 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: 11 /12/2024 11 /12/2025 369200 0 Disposal Field 2 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 4 Special Provisions: A test hole is required prior to construction of the absorption field, in the location shown on the site plan, to confirm minimum separation to impermeable soil and seasonal high groundwater, as well as percolation rate. Construction may proceed at your own risk prior to 7-day groundwater monitoring. If results require a design change, construction shall stop pending approval of a change order. Please submit results with the inspection report (or change order, if required). CC '5T Received By: =� " 1 Issued By: Date: Date: Parcel I.D. 051-361-51 Property owner(s) Hultquist Homes Day phone Mailing address 1277 Old Seward Hwy #204 Anchorage, AK 99515 Site address NHN Harmony Drive Eagle River, AK Legal description (Sub'd., Block & Lot) Carol Creek Tract 2 Legal description (Township, Range & Section) Lot Size - 369,200 _Sq. Ft. Number of Bedrooms 4 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (N all that apply) Absorption Field Fx-1 Initial RX Single Family (SF) RX (w/wo ADU) Septic Tank RX Upgrade R Duplex (D) ❑ Holding Tank R Renewal Multiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well RX Water Storage R 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. wall (Signature of property owner or authorized agent) Permit/Rush Fees: Date of Payment: Receipt Number: Permit No. S Zz c/ 133- Waiver Fees: Date of Payment: Receipt Number: Waiver No. Permit App_'-'- : - ; Pannone Engineering Services «c Steven R. Pannone, Principal Registered Professional Engineer E-mail: steve@panengak.com Municipality of Anchorage Development Services Department On -Site Water & Wastewater Program 4700 Elmore Road Anchorage, Alaska Subject: Carol Creek Tract 2 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 proposed installation will serve a proposed four (4) bedroom house. This lot and surrounding lots will be served by private wells. Currently there are no wells within 100 feet of the proposed installation. Carol Creek Tract 2 is currently being subdivided into Carol Creek Lots 1-7. Property lines shown on the attached plan are the proposed final condition of the subdivision. 1. Soils: PES logged one test hole on the lot on November 19, 2024. The test hole was excavated to a depth of 18.5 feet BGS. Groundwater was not observed during the excavation of the test hole, and bedrock was not encountered. Groundwater was not observed after 7-day groundwater monitoring period. 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 on the subject property. The sieve analysis results are attached. 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. 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, Is F_>'p Steven R. Pannone, P.E. F. ASCE Owner/Civil Engineer 13 December 2024 Ai, 91-61. Cvi :ira 7 x'-�_`ai.,i' sr�X `'=fir)?t-��%j.i.l_ �0133HS Ad `JIAI2J 3�Od3 S310N t�-ZI blot 9L2L lIV4 6*W 3AI�J0 �lNOW2IbH NHN 3115 ONN lIW2l3d evo UO uaeoIA S3WOH isingi�nH d6S 43NO3HO lS-t9OtT NId .... 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CC: Dan Moran Maria Kampsen �sC�le� ��a�tpse� N/A Reviewed By: Ashley Kampsen Title: Operations Manager C 0 j Date: 12/5/2024 Sample Details Particle Size Distribution Sample ID 24-10788-S02 Method: ASTM C136 Client Sample ID Carol Creek, Lot 2 Drying By: Oven Date Tested: 12/3/2024 Tested By: Desirae Pascale Other Test Results Method Result Limits Uu AJ I M UL4t5/ CC Procedure ASTM C117 A Group Code ASTM D2487 SP-SM Group Name Poorly graded sand with silt and gravel Atterberg Limits Estimated Yes Gravel (%) 37 Sand (%) 53 Fines (%) 11 Tested By Date Tested ASTM D2487 Desirae Pascale 12/4/2024 Sieve Size % Passing 3in 100 2in 100 1'/2in 100 1 in 95 %in 90 '/2in 84 3/8in 78 No.4 63 No.8 54 No.16 44 No.30 34 No.50 24 No.100 16 N o.200 11 Chart Limits Diameter 10060 20 6 2 600 200 100 50 i mm —{-- Nm —� 10090 i 80 > 60. a S0__ C V 40 m 30 . 10. Sieve Size 3" 1' 1/2" #4 #8 #16 #50 #200 2" 3/4' #30 #100 comments No Plasticity Index Test Performed Soil Classification of Fines (4200) in Sieve Analyses Assumed Unless Verified by Additional Testing 7orm No: 18909, Report No: MAT:24-10788-S02 © 2000-2024 QESTLab by SpectraQEST com Page 1 of