The URL can be used to link to this page

Home My WebLink AboutDEBORA #1 LT 16AOn -Site Wastewater Disposal System Permit MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water & Wastewater Program 4700 Elmore Road, PO Box 196650 Anchorage, AK 99519-6650 Telephone: (907) 343-7904 Permit Number: OSP161159 Tax Code Number: 05003226000 Work Type: Septic Upgrade Permit Effective Dates: June 29, 2016 to June 29, 2017 Design Engineer: GARNESS ENGINEERING GROUP LTD Subdivision: DEBORA #1 Site Legal Address: DEBORA #1 LT 16A G:0352 Owner/Address: C & T CONSTRUCTION INC 11404 JESSIE MAE CIR EAGLE RIVER AK 995777964 Site Mailing Address: 17349 N JUANITA LOOP, Eagle River Lot Size in Sq Ft: 39603 Total Bedrooms: 3 This permit is for the construction of: Y Disposal Field Y Septic Tank N Holding Tank N Privy N Private Well N 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 wastewater code requires inspections during the installation. The engineer must notify the Development Services Department at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 (24 hours). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must either: A. Open and Close on the same day. B. Covered, sealed, and heated to prevent freezing. Special Provisions: The completed well decommissioning shall be reported on the required Well Decommissioning form prior to approval of the inspection report. Note: the form is available on the website. Received By: LA - Issued By: Date: MUNICIPALITY OF ANCHORAGE Community Development Department Development Services On-Site Water & Wastewater Program Mayor Dan Sullivan Phone: 907-343-7904 Fax: 907- 343-7997 On-Site Sewer/VVell Permit Application For A Single Family Dwelling Parcel I.D. Property owner(s) JOHN THOMSON W! C&T CONSTRUCTION Mailing address 11404 JESSIE MAE CIRCLE, EAGLE RIVER, AK99577 Day phone 240-2020 Site address 17349 NORTH JUANITA LOOP, EAGLE RIVER, AK99577 Legal description (Sub'd, Block & Lot ) DEBORA S/D #1; LOT 16A Legal description (Township, Section & Range) Lot Size . Sq. Ft. Number of Bedrooms APPLICATION IS FOR: ( [] all that apply) Absorption Field [] Septic Tank [] Holding Tank [] Privy [] Private Well [] Water Storage [] APPLICATION IS AN: Initial [] Upgrade [] Renewal [] TYPE OF DEWELLING: Single Family (SF) [] (w/wo ADU) Duplex (D) [] Multiple Dwellings [] (SF and/or D) THIS APPLICATION INCLUDES A VARIANCE/WAIVER REQUEST FOR: N/A Distance: I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal codes. GARNESS ENGINEERING GROUP, Ltd. (Signature of property owner or authorized agent) Permit/Rush Fees: ~'.~.~-'~' ~f ~ Date of Payment: ~:~//~ -~ .~ Receipt Number: ~"~//~) ~ Permit No. C"~<'~P~/~////'~'~ Waiver Fees: Date of Payment: Receipt Number: Waiver No. GARNESS ENGINEERING GROUP, Ltd June 29, 2016 - REVISED Municipality of Anchorage Development Service Department On-Site Water & Wastewater Program 4700 Elmore Road Anchorage, AK 99507 Ref: Proposed Septic System for Debora S/D #1; Lot 16A (Old Lots 16 & 17) The referenced property was developed in 1969 and had a 3 bedroom residence located on it that was served by a private well and septic system. Several years ago, the house was destroyed by a fire. The structure was demolished and removed by Green General Contracting at the request of a new owner and the old septic system was located and decommissioned. We are unaware of the exact location of the septic system. In 2015, we performed a test hole for the purpose of installing a new septic system to serve a new residence to be built on the property. At that time, the referenced property was two (2) lots (Lots 16 and 17). Recently, the owner had the lot line removed between Lots 16 and 17 and renamed Lot 16A (see attached plat). According to S4 Group, the mylar for this plat has been signed by all parties and it will be recorded within the next week or two. The new 3 bedroom house will be served by a public water and a new private septic system. There is already an existing water service line connected to the public water main and this will be utilized for the new house. The old well on the property was decommissioned by Arctic Well and Pump on 8/3/2013 (see attached letter). We are proposing that a new 1000 gallon septic tank and new drainfleld be installed as shown on the attached site plan and design drawing. Comments regarding the design are summarized as follows: 1. SOILS: See the attached soils log which show the soil classifications, groundwater monitoring, and the percolation test results. The new drainfield will be installed within the 30 foot radius of this test hole. 2. DRAINFIELD DESIGN: See attached design drawing for drainfield specifications. 3. SURFACE WATERS: There is a stream that is located on the property. The proposed septic system will be installed over 100 feet from this existing stream. 4, TOPOGRAPHY: Both the site plan and design drawing have the topography shown on them that was provided by S4 group. The proposed drainfield is to be installed near the base of a steep slope where it is generally flat. In short, there are no slope concerns. We are unaware of any adVerse impacts this installation would have on adjacent wells or 3701 East Tudor Road, Suite 101 * Anchorage, Alaska 99507-1259 Phone: (907) 337-6179 * Fax: (907) 338-3246 * Website: www.gamessengineering.com Page 2 of 2 septic systems. If for your assistanc( tou have any questions, please contact us at 337-6179. Thank you 3701 East Tudor Road, Suite 101 * Anchorage, Alaska 99507-1259 Phone: (907) 337-6179 * Fax: (907) 338-3246 * Website: www. garnessengineering.com ~' ,~,', \ --- '-- ?'L~~' / X .~L~° / ~'~ ~ "~, 1~ ~ ~ ~ ~/ ~.' ~--~.~ / ~ o~0 ~ ~ / V ' NOTE: DEBORA 8/D ~ ~D SEPTIC ~ [ B~ND~INE S/D ARE SER~D SCALE: . [BY PUBLIC WATER AND SE~R, oo GARNESS ENGINEERING GROUP, Ltd Dl¥1L & HN¥1RONMFNTAL FNGINEHR$ PREPARED FOR: ] PHONE NUMSER: PAGE NUMBER: JOHN THOMSONI 240-2020 1 OF 2 LEGAL DESCRIPTION: DRAWN BY: DEBORA S/D #1; LOT 16A J.L.M. TYPE OF WORK: DATE: REVISED ~ SITE PLAN FOR PROPOSED SEPTIC SYSTEM 6/29/2016 DESIGN CRITERIA: NUMBER OF BEDROOMS: 3 GALLONS PER DAY (GPD) ; 450 PERCOLATION RATE/S: 2,8 MINUTES/INCH PROPOSED APPLICATION RATE: 1.0 GPD/SQ.FT. MINIMUM DRAINFIELDSQ,FT.: 450 DRAINFIELD DESIGN: MAXIMUM DEPTH: 12,$ FEET MAX, ~ ANY POINT WIDTH: 2.5 FEET LENGTH: 38 FEET EFFECTIVE: 6 FEET ACTUAL SQ.FT,: 456 GEG, Ltd. HAS A 8 PAGE SPECIFICATION LETTER THAT PERTAINS TO THIS DESIGN, TO OBTAIN A COPY OF THE LETTER CONTACT GEG. BY PROCEEDING FORWARD WITH THIS INSTALLATION, THE ENGINEER, WELL DRILLER, CONTRACTOR AND PROPERTY OWNER AGREE THAT THEY HAVE READ THESE SPECIFICATIONS AND AGREE TO ACCEPT THE TERMS AND CONDITIONS OUTLINED, TO STREAM HOUSE SEE DESIGN CRITERIA) ~ALTERNATE SITE NOTE: THE CONTRACTOR SHALL HAVE THE NORTH AND EAST LOT LINES AND THE 100 FOOT SETBACK TO THE STREAM FLAGGED/STAKED BY A REGISTERED LAND SURVEYOR PRIOR TO CONSTRUCTION. SCALE: EXISTING EXISTING CULVERT- EXISTING WATER LINE ( APPROX, STREAM. CONNECTS t 0' UTILI3Y ~ EXISTING SEWER N GARNESS ENGINEERING GROUP, Ltd CIVIL & ENVIRONMENTAL ENGINEERS DATE: REVISED 6/29/2016 GARNESS ENGINEERING GROUP, Ltd CIVIL & ENVIRONMENTAL ENGINEERS II ~ ISOIL LOG - PERCOLATION TEST I LEGAL DESCRIPTION: DEBORA S/D #1; LOT 16A PERFORMED FOR: JOHN THOMSON DATE: 8/2812015 ITEST HOLE #1 I SOIL CLASSIFICATIONS SP-SM POORLY GRADED SAND WITH SILT SOILS LOGGED BY: JODYMAUS COHMENTS: ORG ML CL OL MH CH OH SC DEPTH TO GROUNDWATER DATE DRY 8/~8/2015 DRY 9/1/2015 DRY 9/4/2015 DRY 5/31/2016 SITE PLAN SCALE: DATE READING CLOCK NET TIME WATER LEVEL NET DROP TIME (MINUTES) READING (INCHES) 9/112015 1 3:40 6" 2 3:50 10 1-1/2" 4-1/2" 3 3:50 5" 4 4:00 10 2" 4" 5 4:00 6" 6 4:10 10 2-1/4" 3-3/4" 7 4:10 6" 8 4:20 10 2-3/8" 3-5/8" 9 4:20 6" t 0 4:30 10 2-318" 3-5/8" 11 4:30 6" 12 4:40 10 2-3/8" 3-5/8" PERCOLATION RATE 2.8 (MIN./INCH) PERC. HOLE DIA. TEST RUN BETWEEN 6.5 FT. AND 7.5 FT. A FOUR HOUR PRESOAK WAS PERFORHED: · YES [] NO PERCOLATION TEST PERFORMED BY: JODYMAUS PERCOLATION READINGS ARE WITHIN 1/16 OF INCH. 6 (INCHES) PERFORMED BY GEG, Ltd· I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PERF, ORME~ IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: AA8Hl°I GRP" TER ANCHORAGE AREA BORO""!i r HEALTH DEPARTMENT i 327 EAGLE ST. ANCHORAGE, ALASKA 99501 179.2511 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM MAILING DESCRIPTIO SEPTIC TANK: E�7%-.754 DISTANCE FROM WELL MATERIAL C(7/J<D r le, NUMBER OF COMPARTMENTS , ' LIQUID LIQUID CAPACITY 40-� GALLONS. INSIDE LENGTH 9 INSIDE WIDTHDEPTH EEPAGE SYSTEM: SEEPAGE PIT: G / NUMBER OF PITS / OUTSIDE DIAMETER OR WIDTH , LENGTH�L_. DEPTH v LINING MATERIAL o O.G .DISTANCE FROM WELL a . BUILDING FOUNDATION, NEAREST LOT LINE �� TOTAL EFFECTIVE ABSORPTION AREA (WALL AREA) !L 3 a SO. FT. TILE DRAIN FI TOTAL LENGTH DISTANCE FROM WELL , FOUNDATION , NEAREST LOT LINE_, OF LINES NUMBER OF LINES DISTANCE BETWEEN LINES TRENCH WIDTH ABSORPTION AREA SO. FT. LENGTH OF EACH IN. TOTAL EFFECTIVE DEPTH: TOP OF TILE TO FINISH GRADE DEPTH OF FILTER MATERIAL BENEATH TILE IN. ABOVE TILE WELL: DISTANCE FROM WATER TYPE DEPTH -.BUILDING FOUNDATION. SAMPLE , NEAREST NEAREST SEPTIC SEEPAGE OTHER LOT LINE , SEWER LINE-, TANK , SYSTEM , CESSPOOL , SOURCES_ DIAGRAM OF SYSTEM DISTANCES:, h-8= a° / g-Ca6 = DATE / I y I � I I � DATE / I y AABdI1)-2 + GREATE. ANCHORAGE AREA()ROUGH Case No. ILI _. IIEALTII DEPARTMENT 327 Eagle St. Anchorage, Alaska 99501 279.2511 SEWAGE DISPOSAL SYSTEM - APPLICATION & PERMIT NAME OF APPLICANT E�a�E. Yh �n S MAILING ADDRESS /4Q7Z,_(1, %)Q PHONE NO.�� RESIDENCE ADDRESS LOCATION OF INSTALLATION_ fae�P- ,P LEGAL DESCRIPTIONo 7- /6 APPLICATION TO INSTALL: SEPTIC TANK SEEPAGE PIT ±f ,DRAIN FIELD OTHER TO SERVE THE FOLLOWING FACILITY c� %�Pw_w w-,, FINANCED THROUGH_ <' 0 D TO BE INSTALLED BY < PERCOLATION TEST RESULTS IViQ ANTICIPATED DATE OF COMPLETION BELOW TO BE FILLED OUT BY HEALTH DEPARTMENT THIS IS TO SERVE ASC/Ii1., .,PERMIT TO INSTALL A AS DESCRIBED BELOW. SIZE 0F UNIT TORE SERVED �- .SEPTIC TANK SIZE x��TYPE �•�'� SEEPAGE AREA—�� l+TYPE DIAGRAM OF SYSTEM DISTANCES: /I%//✓ - de�u.' Authority certify that I am familiar with the requirements of Greater Anchorage Area Borough Ordinance No. 28-68 and that the bove described system is in accordance with said code. TATE APPLICANTSSIGNATURE Aelo 'L