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HomeMy WebLinkAboutUS SURVEY 3042 LT 74 NE4 T10N R2E SEC 199 W N C MUNICIPALITY OF ANCHORAGE �vie nt On -Site Water & Wastewater Program �o s PO Box 196650 4700 Elmore Road Anchorage, Alaska 99519-6650 Phone: (907) 343-7904 Fax: (907) 343-7997 http://www.muni.org/onsite v Department On -Site Wastewater Disposal System Permit Permit Number: OSP231135 Effective Date: 6/15/2023 Work Type: Septic Upgrade Expiration Date: 6/14/2024 Tax Code Number: 07513232000 Site Legal Address: US SURVEY 3042 LT 74 NE4 T10N R2E SEC 19 G:5012 Site Mailing Address: 301 MONARCH MINE RD, Girdwood Owner: SMITH MICHAEL G Lot Size in Sq Ft: 52460 Design Engineer: FIRST WATER CONSULTING Total Bedrooms: 5 This permit is for the construction of: Q Disposal Field Q Septic Tank ❑ Holding Tank ❑ Privy ❑ 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 Date: Issued By: Date: /s 2-7 MUNICIPALITY OF ANCHORAGE t Development Services Department Phone: 907-343-7904 On -Site Water & Wastewater Section Fax: 907-343-7997 ON-SITE SEPTIC/WELL PERMIT APPLICATION Parcel I.D. 075-132-32 Property owner(s) MICHAEL G SMITH Day phone Mailing address 301 MONARCH MINE ROAD, GIRDWOOD, AK 99587 Site address 301 MONARCH MINE ROAD, GIRDWOOD, AK 99587 Legal description (Sub'd., Block & Lot) Legal description (Township, Range & Section) US SURVEY 3042 L74 NE4 T1 ON R2E SEC 19 Lot Size 52,460 Sq. Ft. Number of Bedrooms,# 5 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (® all that apply) Absorption Field E] Initial ❑ Single Family (SF) x❑ Septic Tank 0 Upgrade M(w/wo ADU) Holding Tank ElRenewal ElDuplex (D) El Privy ❑ Multiple Dwellings ❑ (SF and/or D) Private Well ❑ Water Storage ❑ THIS APPLICATION INCLUDES A WAIVER REQUEST FOR: Distance: I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal Codes. (Sig—nature of property owner or authorized agent) Permit/Rush Fees: �_ J 57 Waiver Fees: Date of Payment: 61s�23 Receipt Number: 0/�09 3 Permit No. 05P 23 ( ( 3 5 - Date of Payment: Receipt Number: Waiver No. GADevelopment Services\Building Safety\On Site Water and Wastewater\Forms\Client Forms\Permit Application.doc 13030 Sues Way, Anchorage, AK 99516 907-350-9566 / firstwaterAK@gmail.com ! !! June 14, 2023 Municipalities of Anchorage On-Site Water & Wastewater Program 4700 Elmore Road Anchorage, AK 99507 RE: NEW SEPTIC SYSTEM PERMIT LEGAL: US SURVEY 3042 LOT 74 NE4 T10N R2E SEC 19 PHYSICAL: 301 MONARCH MINE ROAD, GIRDWOOD, AK The property owner has requested we obtain a new septic permit for the above referenced lot to add 4 bedrooms with 1 bedroom cabin connected to a new septic system for his children & also remove 2 bedrooms from the existing 4 bedroom rated septic system. We propose to install 2 shallow trenches and 1500-gallon HDPE tank to serve the proposed 5-bedroom total addition as attached. The design is based on the attached test hole conducted in May 2023. No groundwater was observed during excavation or monitoring. A soil grab sample was taken at approximately 10’ in this sandy soil to be analyzed per the attached sieve analysis. The property is and will be served by the existing shared well located on the adjacent Lot 74B and that per our investigation has 3 total connections and 1 2 bedrooms or serves a maximum of 24 people. Per the owner also, the subject site is to be used by his family seasonally. The slopes are moderate at 3-8% at the proposed septic location. The lot and area are served by private water. The design will not impact any of the neighboring properties. Please contact us if you have any questions. Sincerely, Curtis Huffman, P.E. Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP231135, Deb Wockenfuss, 06/15/23 FIRST WATER CONSULTING US SURVEY 3042 L74 NE4 T10N R2E SEC 19 DESIGN CALCS: NO WELLS WITHIN 100' OF PROPOSED SEPTIC SYSTEM NO SLOPES >25% WITHIN 50' OF PROPOSED FIELD. 7 BR SITE & 2 OTHER CONNECTIONS OF 2 & 3 BEDROOMS X 2 PERSONS PER BEDROOM = 24 APPROXIMATE PEOPLE SERVED BY THIS SHARED WELL. THIS CONSERVATIVE AMOUNT INCLUDES THE CABIN. PER THE PROPERTY OWNER - THE SUBJECT SITE WILL BE USED SEASONALLY. APPROXIMATE WASTEWATER SERVICE LINE TO CABIN CONNECTED TO PROPOSED SEPTIC TANK AT 2% DRAINAGE FLOW. APPROXIMATE 120' RUN FROM CABIN TO PROPOSED SEPTIC TANK WITH -2.4' DROP. ADD INSULATION ... IF REQUIRED. Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP231135, Deb Wockenfuss, 06/15/23 FIRST WATER CONSULTING DESIGN DETAILS: US SURVEY 3042 L74 NE4 T10N R2E SEC 19 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP231135, Deb Wockenfuss, 06/15/23 3030 Sues Way - Anchorage, Alaska 99516 Tel. 907-350-9566 firstwaterAK@gmail.com SOILS LOG - PERCOLATION TEST LEGAL : BLM LOT 74… (301 MONARCH MINE, GIRDWOOD) PERFORMED BY: FWC - I CURTIS HUFFMAN CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE & MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 5/29/2023 DEPTH FEET OG SOILS 1 2 ORG/OL-FILL 3 4 5 6 7 8 9 10 SP/SM 11 12 13 14 15 16 17 18 BOH 19 20 Reading Date Gross Time Net Time Depth to Water Net Drop 5/18/23 <5 min 6” 6” “ 6” 6” “ 6” 6” “ 6” 6” “ 6” 6” “ 6” 6” PERCOLATION RATE <1 (MIN / INCH) TEST RUN BEWTWEEN 5.5 & 6.5 FT PERC HOLE DIAMETER 6” PRE-SOAKED PRIOR TO TEST & ALL READINGS TO THE 1/16TH. GROUND WATER ENCOUNTERED: NO IF YES, AT WHAT DEPTH: NA DEPTH TO WATER AT MONITORING: DRY DATE: 5/26/2023 TESTHOLE # 23-1 DATE PERFORMED: 5/18/23 SEE SITE PLAN FOR SLOPE & LOCATION COMMENTS: INSITU SOIL SUITABLE – SEE SIEVE ANALYSIS SANDY SOILS READILY ABSORBED WATER DURING PERCOLATION TEST. 6” & DRY < 5 MIN. VERIFY GROUNDWATER MT AT TIME OF CONSTRUCTION PERFORMED FOR: MICHAEL G SMITH 5/29/23 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP231135, Deb Wockenfuss, 06/15/23 % GRAVEL 38.0 USCS SP-SM % SAND 57.0 USACOE FC N/A % SILT/CLAY 5.0 % PASS. 0.02 mm N/A % MOIST. CONTENT 7.6 % PASS. 0.002 mm N/A N/A N/A N/A SIEVE SIEVE TOTAL % SPECIFICATION SIZE (mm) SIZE (U.S.) PASSING (% PASSING) 152.40 6" 76.20 3" 38.10 1.5"100 19.00 3/4"89 12.70 1/2"78 9.50 3/8"72 4.75 #4 62 2.00 #10 49 0.85 #20 35 0.43 #40 18 0.25 #60 9 0.15 #100 7 0.075 #200 5.0 ELAPSED DIAMETER TIME (MIN)(mm) 0 1 2 5 8 15 30 60 250 1440 SOUNDNESS OF AGG. (ASTM C88) DEGRADATION (ATM T-313) LA ABRASION (ASTM C131/C535) SP. GRAV. COARSE AGG. (ASTM C127) CLASSIFICATION: DATE RECEIVED: TESTED BY: REVIEWED BY: UNIFORMITY COEFFICIENT (Cu) COEFFICIENT OF GRADATION (Cc) ASTM D1557 (uncorrected) ASTM D4718 (corrected) OPTIMUM MOIST. CONTENT. (corrected) PROJECT CLIENT: PROJECT NAME: PROJECT NO.: SAMPLE DESC.: NGE-TFT ID #:16.1 0.5 First Water Consulting Services HYDROMETER RESULT N/A SIEVE ANALYSIS RESULT 2023 Material Testing 6697-23 Girdwood Grab at 10' 23-S-1 Poorly-graded sand w/ silt and gravel 5/19/2023 Payton Triplett Andrew Fortt TOTAL % PASSING 11301 Olive Lane ∙ Anchorage, Alaska 99515 ∙ Phone: 907-344-5934 ∙ Fax: 907-344-5993 ∙ www.nge-tft.com N/A N/A The testing services reported herein have been performed to recognized industry standards, unless otherwise noted. No other warranty is made. Should engineering interpretation or opinion be required, NGE-TFT will provide upon written request. N/A 115 120 125 130 135 140 145 0 2 4 6 8 10 12 14 16 DR Y D E N S I T Y ( p c f ) MOISTURE CONTENT (%) MOISTURE-DENSITY RELATIONSHIP ASTM D1557 SILT or CLAYCOBBLES GRAVEL Coarse Fine SAND Coarse Medium Fine 0 10 20 30 40 50 60 70 80 90 100 0.0010.01 0.11 10 100 FI N E R B Y M A S S ( % ) GRAIN SIZE (mm) PARTICLE SIZE ANALYSIS ASTM D6913 / C136 / D422 #200#40 #10 1.5 1/2 3 6 3/4 #4 #20 #60 #100 3/8 U.S. SIEVE OPENING IN INCHES U.S. SIEVE NUMBERS HYDROMETER Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP231135, Deb Wockenfuss, 06/15/23 D o N o U) o N m �o * cU cn a m m -u 0 WOC—z O `° O3 o -v g CD h No " a D m y 3 ,- o m > y O m z� (A < wN.D G� m Q Jaz 2 CD O �� CD Z)' T z < Q CD N= p r �. c �� O O X �' - ={ m D O z cn 0 y I n m- cn o O � c Cl) m 07 c_n m (Da p 3 = p Z C31 _ O _ O � Cl) ��_ z v m , O - o m X m + + O .f. o { _ _ Cn v v - D N N z m r D y p T N --I N rnp X m T� �0 Z n m P Z N o v > D = 0 o m %U N Q z� v a < z Nim = o �' O p O CD = D rnC El?� > (ncn 3 oN O s C+ _ 0 mm N —I m D p N CL yo vQ -Ac o j� c DC m cn_ o co ° m -aCD _0 m z CD N� Z o rn� w oo v v v o „ o a D >—I O m z m _� m =z D v a 5❑ = Oo �� o o �D O o = n o °' v 6 C O" o °1 ❑ O z Z cn 3 m m O Q= D 01 C CDD J C m O o O. s QCD 'O Lo -0 C p 3 �. 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