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Home My WebLink AboutT12N R3W SEC 33 LT 45D-1On -Site Water and/or Wastewater System Permit Permit Number: OSP161044 Tax Code Number: 01819222000 Work Type: SepticTank Permit Effective Dates: June 14, 2016 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 Upgrade to June 14, 2017 Design Engineer: PANNONE ENGINEERING SERVICE Subdivision: T12N R3W SEC 33 Site Legal Address: T12N R3W SEC 33 LT 45D-1 G:3034 Owner/Address: LEVIS PHILIP G & JUDITH PO BOX 110134 ANCHORAGE AK 995110134 Site Mailing Address: 2940 E 142ND AVE, Anchorage This permit is for the construction of: N Disposal Field Y Septic Tank N Holding Tank Lot Size in Sq Ft: 20167 Total Bedrooms: 4 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. Received B Issued By: y Date: Date: MUNICIPALITY OF ANCHORAGE Community Development Department _ Phone: 907-343-7904 Development Services Division Fax: 90,7-343-7997 On -Site Water &Wastewater Program U® TTAI ON-SITE SEWER/WELL PERMIT APPLICATION S MAR 14 2016 16 Gretchen 5tuller Parcel I.D. 018-192-22 Property owner(s) Pholip & Judith Levis Day phone Mailing address P.O. Box 110134, Anchorage, AK 99511 Site address 2940 E. 142nd Avenue Legal description (Sub'd., Block & Lot) Legal description (Township, Range & Section) T12N, R3W, Sec 33, Lot 45D-1 Lot Size 20,167 Sq. Ft. Number of Bedrooms 4 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: ig all that apply) - Absorption Field ❑ Initial ❑ Single Family (SF) _X1 (w/wo ADU) Septic Tank Upgrade f Duplex ❑- (D) Holding Tank ❑ Renewal F-1Multiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well ❑ Water Storage ❑ THIS APPLICATION INCLUDES A VARIANCE / WAIVER REQUEST FOR: Dis tance: I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal Codes. of property owner or authorized Permit/Rush Fees: 4 a15 Date of Payment: 31101J6 Receipt Number: bsp 1 3s�' / Permit No. r�5P1&1ej( Permit App_-' :- :L�c� Waiver Fees: Date of Payment: Receipt Number: Waiver No. Pannone Engineering Services «c Steven R. Pannone, Principal Registered Professional Engineer ,E-mail: steve@paneneak.com March 11, 2016 Subject: T12N, R3W, Sec 33, Lot 45D-1 - Septic Tank Replace Permit Request Design Narrative This is a design narrative for a permit to install an upgrade 1500g S.T.E.P. tank to be issued for this property. The existing tank is collapsing. It will be decommissioned per code. Currently the lot is developed. The proposed system will utilize a replacement 1500 S.T.E.P. tank that will be connected to the existing drain field. This lot and lot 45C-1 to the west are served by a class 'C' well PWSID: 217437. The well is located ±115 feet from the existing tank, which ADEC approved at the time of the well registration. PES contacted ADEC drinking water and talked to Justin Fenzl who stated that as long as we send them the record drawing for their file after the tank has been replaced the distance approval will continue to stand. The new tank will maintain this separation distance. The remaining surrounding wells are private. There are no wells within 100 feet of this system. 1. Upgrade Tank Design. a. See Sheet 1 of the design package. 2. Surface Water: There is no surface water within 100 feet of the proposed septic tank. The proposed septic tank upgrade will maintain at least 100 feet from all surface water and drainage ditches. 3. Topography: The existing topography slopes from northeast to southwest at approximately 4% in the vicinity of the system. The proposed installation will not affect the future development of the surrounding or existing lots. There are no surrounding wells within 100 feet of the proposed septic location. Mailing: P.O. Box 100217, Anchorage, AK 99510-0217 Physical: 332 East Manor, Anchorage, AK 99501 Telephone: (907) 272-8218 FAX: (907) 272-8211 PROVISION ALL CONSTRUCTION SHALL BE INSTALLED AS SPECIFIED IN THE MOST CURRENT EDITION OF THE MUNICIPALITY OF ANCHORAGE STANDARD SPECIFICATIONS (MASS) FOR COMPONENT PARTS AND MATERIALS USED IN CONSTRUCTION OF ON—SITE WASTEWATER DISPOSAL SYSTEMS. _ 2. SCOPE OF WORK: INSTALL NEW 1,500g S.T.E.P. TANK AND DECOMMISSION EXISTING TANK PER CODE. � m SAA -3' RESERVE EAS WELL (E) 142ND AVENUE INS W� W i W- DRAIN FIELD (E) ,ems SEPTIC AREA (E) MAA OUS E 45D1 HOUSI z S w /w \� COLLAPSING 15008 S.T.E.P. TANK (E) DECOMMISSION PER CODE _ _INSTALL 1500g S.T.E.P. TANK (P) 10' UTILITY EASEMENT WITH DOUBLE CLEAN OUT BEFORE TANK \—MAINTAIN 115' TO CLASS 'C' WELL CLASS 'C' PWSID: 217437 WELL (E) PWSID: 217437 �✓ i �i DESIGN PARAMETERS INSTALL NEW TANK NO.BEDROOM:4 TANK SIZE: 1,500g S.T.E.P. USE: NEW 1,5009 S.T.E.P. TANK NOTES: TANK REPLACE DRAWN BY: DRM PLAN LEGEND —W— WATER LINE/ WELL RADIUS SS — NEW SEPTIC PANNONE ENG SVC, LLC P.O. BOX 100217 ANCHORAGE, AK 99510 PHONE (907) 272-8218 FAX (907) 272-8211 T12N, R3W, Sec 33, LOT 45 D-1 PHILIP & JUDITH LEVIS 2940 E. 142ND AVENUE ANCHORAGE, AK 99516 MA ABBREVIATIONS FC FOUNDATION CLEAN OUT T# TANK CLEAN OUT NO. C# CLEAN OUT NO. DCO DOUBLE CLEAN OUT OG ORIGINAL GRADE E EXISTING OF Date .A..C,qia/10/zoie ��, '•�.9 �� Scale *. *t✓/ 1"=50' .... .. .. ... P.I.D. NO -192-22 StevenR. Pannone j PERMIT N0. CE8149 .•.�� „co,,,,,,,,,,,, 1 OF 1 THE STATE "'ALASKA 'irrovERNOR BILL r4'it'AF.I{F R Pannone Engineering Services P.O. Box 10 0217 Anchorage, Alaska 99510-0217 Department of Environmental Conservation Division of Water Wastewater Discharge Authorization Program 555 Cordova Street Anchorage, AK 99501 June 13, 2016 Re: Anchorage -T 12N, R 3W, Sec. 33, Lot 45D1 -Waiver of Separation Distance to a Class "C" Well in South Anchorage-t112EC-Plan-Tracking_N--umber16_D_W-umber_W-165 Dear Mr. Pannone, On January 10, 2016 the sample results arrive to complete the waiver request for the home at 2940 E 142D Ave. here in Anchorage. The waiver computation was checked and matches ones done earlier for this lot. The current sample for nitrate as nitrogen is listed as 0.452 mg/1. Which indicates that the concern is lessening at this source. Based upon the engineers submittal and his recommendation and his concern for public health not four bedroom house is within accepted engineering practice, A waiver as requested by the engineer is established. This is an older site with activities not expected to increase in use for the four bedroom home. Should it be found that the site conditions endanger public health or are a public health concern, the waiver will be rescinded. This approval does not imply the granting of additional authorizations nor obligate any state, federal or local regulatory body to grant required authorizations. Any person who disagrees with this decision may request an adjudicatory hearing in accordance with 18 AAC 15.195- 18 AAC 15.340 or an informal review by the Division Director in accordance with 18 AAC 15.185. Informal review requests mum be delivered to the Division Director, 410 Willoughby Avenue, Suite 303, P.O. Box 111800, Juneau, Alaska 99801, within 15 days of receiving the decision. Guidance information on the informal review process may be found at bU:/fwww.dec.state.al,.us/commisb/`Review- Guidance.hirn, Adjudicatory hearings requests must be delivered to the Commissioner of the Department of Environmental Conservation, 410 Willoughby Avenue, Suite 303, P.O. Box 111800, Juneau, Alaska 99801, within 30 days of the decision. 1f a hearing is. not requested within 30 days, the right to appeal is waived. Thank you for your cooperation. If you have any questions please do not hesitate to contact me at 269- 7519. Respectfully, Environmental Engineer MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION ENVIRONMENTAL ENGINEERING DIVISION 825 L Street- Anchorage, Alaska 99501 Telephone 264-4720 ON-SITE SEWAGE DISPDSAL SYSTEM AND/OR WELL INSPECTION REPORT PHONE NEW MAI LING ADDRESS LEGAL DESCRIPTION LOCATION [~q. capac,tvmgaHonsl -IF~OMEMADE: DISTANCE TO' ~ell Well DISTANCE TO: L~e,g No. of lines ~1~ of each line Top of tile to finish g~ade NO. OF BEDROOMS PERMIT NO. Liquid depth PERMIT N~, PERMIT NO, / Distance between lines Total lengd~ of lines Trencl~ width inches Material beneath tile Total effective absorption area inches D0pth ~, ~' ~ Crib depth Bu Id ng foundation - .~O~- Well DISTANCE TO: I~-'~! Depth Driller Distance to lot line Building foundation Septic tank DISTANCE TO: Nearest lot line OTHER PIPE MATERIALS SOl· TEST RATI ' DATE LEGA· Department ~. Health and Environmental nrotection 825 Street, ~chorage, AK. .,501 264-4720 * * * HANDWRITTEN PERMIT * * * Permit JA~-.,~'~/OR ON-SITE SEWER PERMIT L~/f¢¢~¢/~¢- Location:/~9~ ~$--~/ Phone Nu~er: r~-/~SZ Type of Soil ~sorption System Is: Trench: Drainfield: Seepage Bed: ~ Holding Tank: Maximum Number of Bedrooms: J~ Soil Rating(sq.ft/br) ~ The Required Size of the Soil Absorption System Is: DEPTH ~-~ LENGTH ,-~ ' . GRAVEL DEPTH _~ WIDTH The length dimension is the length(in feet) of the trench or drainfield. The depth of a trench or pit is the distance between the surface of the ground and the bottom of the excavation(in feet). There is no set width for trenches. The gravel depth is the minimum depth of gravel between the outfall pipe and the bottom of the excavation(in feet). * * REQUIRED SEPTIC(HOLDING) TANK SIZE =/~x~-~ GALLONS * * Permit applicant has the responsibility to inform this department during the installation inspections of any wells adjacent to this property and the number of residences that the well will serve. * * * TWO(2) INSPECTIONS ARE REQUIRED * * * Backfilling of any system without final inspection and approval by this department will be subject to prosecution. Minimum distance between a well and any on-site sewage disposal system is 100 feet for a private well or 150 to 200 feet from a public well depending upon the type of public well. Minimum distance frem a private well to a private sewer line is 25 feet and to a community sewer line is 75 feet. Well logs are required and must be returned to this department within 30 days of the well completion. Other requirements may apply. Specifications and construction diagrams are available to insure proper installation. * * * PERMIT EXPIRES DECEMBER 31~ 1 9 * * I certify that: (1) I am familiar with the requirements for on--site sewers and wells as set forth by the Municipality of Anchorage. (2) I will install the system in accordance with codes. (3) I understand that the on-site the residence is remodeled to Signe~: ~ , I ..... ~ A ~ sewer system may require enlargement if include mor~ that 3 bedroom. SWP/024(1/81) MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION 825 L. Street, Anchorage, Alaska 99501 264-4720 SOILS LOG - PERCOLATION TEST SOILS LOG PERCOLATION TEST PERFORMED FOR: LEGAL DESCRIPTION: 1 ( SP/S~~,) 2 3 9 10 11 SLOPE SITE PLAN WAS GROUND WATER ENCOUNTERED? 12 13 IF YES, AT WHAT DEPTH? S 14 15- 16- 17- 18- 19- 20- Reading Date TEST RUN BETWEEN Gross Net Time Drop Net Depth to Time Water (minutos/inch) ~ FT COMMENTS )~(~ ~¢/~ ' / ~]~, PERFORMED BY: L RO.~¢~ CERTIFIED 17~o~ st Cq~o~q D A 1' E~?fi~/f' ALASKA F dlROFIITleFITAL COFITROL SE huICe$, IFiL ~n~ineerinq $ ~nuironmcnlol $1udics January 16, 1985 MUNICIP/\LITY OF ANCHORAQ[ D[PT. OF t lEALTFt & ENVIRONMENTAL PROFECTION Mr. Keith Bandt Department of Health & Environmental Protection 825 L. Street Anchorage, Alaska 99501 JAi,t 2,1,985 RECEIVED Subject: Ti2N R3W Sec. 33, Gov. Lot 45 Dear Keith: The attached as-built for the septic system on T12N R3W Sec 33, Gov. Lot 45 shows the dimensions of the bed to be 32' x 38'= 1216 sq.ft. However, the pipe separation in the bed is 6 feet which gives a total of 30 ft. The length is 38'. Thus the absorption area is 30 ' x 38' = 1140 sq.ft. The required area is 196 x 1.5 x 4 ~ 1176 sq.ft. Th% error was caused by measuring between each pi~e rather than center to center and letting the side wall be too far from the pipe. In our opinion, the excavated area of the bed is the deciding factor. Our opinion is based upon the fact that the gravel under the pipe is very permeable and offers little or no resistance to the flow of effluent. All'the effluent will flow directly to the soils interface unless the bed is not level. In that case, some ponding will occur until such irregularities are filled. At that point, the effluent will spread evenly across th~ excavated area and percolate in the soil. While we are very careful, for the most part, Co ensure center-to- center distances are used, this one slipped through. to the smell area involved, 36 sq.ft of We recommend that due absorption area, field that the system.be accepted as sufficient to meet the needs of the home. It ~s ~n unnecessary expense to require the be exposed and the 36 sq.ft of absorption area added. Also, due to the excavation techDiques driving on/near the~ bed, and other factors, it is highly probable more harm than good would occur from Juch addition. Approved by: Sincerely, ~L~.y~. Reid Jr.,* PhD, PE Ron ~E. Godden Presi~nt Environmental Engineer Operation Manager 1200 UJcsl 33rd Auenue, Suile [~, Anch0ro% AIosb 99503,(907) 561-5040