The URL can be used to link to this page

Home My WebLink AboutMCINTYRE TR B-1Mcintyre Tr B-I #050-523-11 Permit Number: Tax Code Number: Work Type: On-Site Water & Wastewater System Permit OSP151272 05052311000 WellSeptic 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 Initial Permit Effective Dates: August 24, 2015 to August 23, 2016 Design Engineer: RODNEY P KINNEYASSOC INC Subdivision: MCINTYRE Site Legal Address: MClNTYRE TR B-1 G:0262 Owner/Address: MCINTYRE CARMEL J PO BOX 770584 EAGLE RIVER AK 995770584 Site Mailing Address: 25270 MC INTYRE RD, Eagle River Lot Size in Sq Ft: 55280 Total Bedrooms: 5 Department This permit is for the construction of: Y Disposal Field Y Septic Tank N Holding Tank N Privy Y 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 Provisi°ns The entire subsurface disposal field and/or alternate is not within a 30 foot radius of a percolation test. The Engineer needs to do an additional percolation test prior to the construction of the septic field. Please submit stamped and signed results with the As-built Inspection Report. If the results require a design change, construction of the system will stop pending On-Site review and approval. AMC 15.65.060.B.3 Date: Municipality Df Anchorage P.O. Box 196650 · 4700 Elmore Road Anchoraqe, A aska 99519-6650 · (907) 343-7904 .e Fax 1907~ 343-7997 htt p:l/ww~.muni.om/Onsite Devel, opment Services Division On:Site Water and Wastewater Pm=ram **** VARIANCE/WAIVER REVIEW **** WaiVerS: SV15tt13 COSA#: PID#; 050-523-11 Legal Description: Malntvre Tract B-1 Engineer: Rodney P. Kinney Permit~: :0SPt51272 Applicant: Michael Qulnn Your request to allow a bed to be on a slope greater than 10% has been approved. See the approved design. This waiver approval applies to the proposed alternate absorption field only. Any future upgrade ro the on-site wastewater disposal system wilt require all separation distances be met or another approval from this department. [] The affected adjacent property owner(s)have been given a 7 day notice regarditig this waiver. [] Notarized letter(s) of nonobjecfion have been received from the-owner(s) of the affected adjacent property. [] Adjacent properties are not affected by this waiver. Waiver is Granted: X Waiver is not Granted: Date: ~,~'~{/~-~"" ~. Approved by: ~/~,-z~ .. Name of Revie~ ****' VARiANCE~AiVER REVIEW **** MUNICIPALITY OF ANCHORAGE Community Development Department Development Services Division On-Site Water & Wastewater Program ~ Phone:907-343-7904 Fax:907-343-7997 ON-SITE SEWER/WELL PERMIT APPLICATION Parcel I.D. 05052311 Property owner(s) Michael Quinn Mailing address PO BOX 772641 Day phone 907-694-4955 Site address 25250 Mclntyre Legal description (Sub'd., Block & Lot) Mclntyre Tract B-1 Legal description (Township, Range & Section) Sec. 23, T14N, R1 W, Seward Meridian Lot Size 55,280 _Sq. Ft. Number of Bedrooms 5 APPLICATION IS FOR: ([~ all that apply) Absorption Field [] Septic Tank [] Holding Tank [] Privy [] Private Well [] Water Storage [] APPLICATION IS AN: TYPE OF DWELLING: Initial [] Single Family (SF) (w/w0 ADU) Upgrade [] Duplex (D) Renewal [] 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. (Signature of property owner or authorized agent) Permit/Rush Fees: ~{~j'~ ,2.t~' "" '1~"" Date of Payment: 11Jl5 Receipt Number: Permit No. Waiver Fees: ~. Date of Payment: Receipt Number: Oc~'z-'7-~ Waiver No. Permit App_U- :- ', £..:c .~ Redney P. Kinney Associms, inc. August 6,2015 Municipality of Anchorage Development Services Department On-Site Water and Wastewater Program 4700 Elmore Road Anchorage, AK 99507 Attention: Subject: Mr. James Crewdson, P.E. Mclntyre Tract B-1 Septic System and Well Permit Application Dear Mr. Crewdson: We respectfully request your review and approval to construct the subject well and septic system. Attached to the application sheet, including this letter and sizing and specifications requirements are the following documents. 1. Well Locations and Septic System Layout stamped and signed by a licensed professional engineer. 2. Design and calculations stamped and signed by a licensed professional engineer, shown in Figure 6. 3. Results of soils, percolation, and water table test stamped and signed by a licensed professional engineer. This septic system design is for a five-bedroom home to be served by a private well. We propose installation of a 1500-gallon septic tank, a bed absorption system and new well. The attached Well Locations and Septic System Layout are provided in Figure 1 and shows existing adjacent and surrounding property well and septic system approximate locations and the proposed well for this lot as well as the location of soil and percolation test pit used for this design application. No other wells and surface water exist within 100 feet of our proposed septic system design. The included percolation and soils identification logs reflecting exploration to a depth of 16.0 feet and 16.5 feet was performed and stamped by a registered professional engineer in the State of Alaska. The test pit locations are shown in the attached figures. The test indicates well graded gravel. The soil percolation rate was faster than one minute per inch. No water or bedrock was encountered and no water was recorded in a four-month span of monitorh~g. We propose to complete a test pit and percolation test at the proposed location of the absorption bed prior to installation which will be submitted to you for approval and confirmation that the proposed system is properly sized and designed. 16515 Senlerlleld Drive · Salte 101 · Eagle River, Alaska · 99577 901.694.2332 · l~ax 90~1.694.180~ · www.fPka,net McIntyre Tract B-1 Septic System and Well Permit Application Page 2 of 2 Septic System Sizing The system is for a new construction of a single-family five-bedroom home. Developed surrom~ding lots are served by on-site septic systems and private wells. Soil percolation rate faster than one minute per inch requires a two-foot thickness of filter material underlying sewer rock gravel and 150 square feet of septic area per bedroom. The septic system design area requirement for five bedrooms is 750 square feet; at 15 feet wide, the required bed length is 72 lineal feet. The components and materials and the installation shall meet MOA's Handout for Typical Bed Requirements and Specifications per AMC 15.65, attached. The topography is generally sloping variably from north to south at approximately 15%. Surfac~e~ waters are more than 100 feet from the proposed and alternate septic field locations. This proposed installation and well location create no adverse effects or ,limitations on existing or future adjacent wells or septic systems under current MOA Code. Please contact us at 694-2332 with any questions or further required information. Sincerely, RODNE . KINNEY ASSOCIATES, 1NC. pRr°o~e cetY ~ '~Efi ginlme~e Y' P E Attachments RPK:seq Bodnev P. Kinney Associates, inc. August 24, 2015 Municipality of Anchorage P.O. Box 196550 Anchorage, Alaska 99519-6650 Attention: Subject: Deborah Wockenfuss Mclntyre TR. B-1 Permit #OSP151272 P~esubmittal Dear Mrs. Wockenfuss: The purpose of this letter is to request a waiver on behalf of Mike Quinn for allowing the bed to be on a slope greater than 10%. The bed will meet separation from impermeable layers and will not be close to groundwater, as seen by the depths of the test holes on the drawings. Excavation will start on the uphill side of the slope to prevent any problems associated will the depth of the bed on the down/0/ll slope. Thank you for your time. If you have any questions or concerns please call us at 694-2332. Sincerely, RODNEy p. KINNEY ASSOCIATES, INC. Christopher Kinney, PE Project Engineer Attactnnents CMK:seq 16515 6eaterflald Brlve a Sglte 101 I Eagle Riser, Alaska · 99§77 907.694.2332 · Fa][ 907.694.1807 · www.rPka.net t?OBEFCT VERNON / I LOWE HOMESTEAD ~ / % X% LOT 3. BLOCK 2 ~ / ~ ~ GAS ESMT / ~ i~'42B /~ ~ ~k RELOCATED , EXISTING GARAGE ~T~~L555~ ' % /' PROPOSED - DENALYSUBDIVISION ~ ~/' ~ {~ELOCATE~ EXISTING WELL, ~ % ....... / X ~ %x ~ u UNDEVELOPED TYPICAL % ,~b, ~ / / / % DRIVEWAY LEGEND ~ O~ CO SANITARY SEWER CLEANOUT ..<~ ..... MTST SEPTIC TANK CLEANOUTMoNiTORiNG TUBE S PROPOSED SEWER LINE I ~~ ~ PROPOSED WELL F'"; ....................... :'"'~ ~ EXISTING WELL r~.... 0~913~ ~.' GRAP~ZC SCALg 100 0 50 100 1 inch = lO0 feet WELL/SEPTIC Rodnev KinneyAssocim inc. MCINTYRE LOCATIONS ~~ TRACT B-1 8/6/2015 FIGURE 1 I TH#1 2' ! 'Y "k'"x. a'TJ ~....--'~ ~ N ~&" SOLID PVC ~ ~- -~~ST~I~NEW 1500 GAL ~S~2 REVERSE EDGE OF EXISTING CLEANOUTS DRIVEWAY '(TO BE RELOCATED) SOLID PVC SEE CO TP~I ~ THIS SHEET NOTE: ALL PIPE SHALL BE SCH 40 PVC ASTM D3034 FOR BED DIMENSIONS =o GRAPHIoC SCA~E =o 45' BEND~ C.0. ~.~ ~..' ..~a ST~2 COR. COR. SWING TIE TABLE CLEANOUT DETAIL coif6 '~. '.. c~.~s~ .-'.~ ~ TO BE FILLED OUT AFTER CON STRUCTION SEPTIC SYSTEM odne nne sseciates, inc. TRACT B-1 NOTE: ALL PIPE SHALL BE SCH 40 PVC ASTM D5054 BED LAYOUT DETAIL 1"=20' odney nlq ssociate~inc. TRACT B-l, B-2 I 13SNOH m > ~o~ ~° '.Christopher ~. Kinney.' PROFILE 8/6/2015 FIGURE 4 MCINTYRE ~ ill~, TRACT B-1 ORIGINAL MONITORING CLEANOUT GRADE MOUNT SURFACE FOR DRAINAGE AWAY FROM BED 6" GEOTEXTILE (FILTER FABRIC) 12" GRAVEL BED Z - 4" PERF PVC ASTM D5054 ~ V GROUNDWATER SLOPE=O.0%, TYPICAL ~/~..~././f/////~.~/~/~H/~// 24" MOA FILTER MATERIAL BEDROCK BED CROSS SECTION vP. Ki vA MCINTYRE BED SECTION odn9 IIIll ~oflll~'~illC. ~NAC~ ~-~ h...Bt,.. E.,....,. ~h,,.,.,, 8/6/2015 [FIGURE 5 GENERAL NOTES: 1. CONSTRUCT BED SYSTEM PER MOA HANDOUT ATTACHED. 2. NO WELLS WITHIN 100' OF ABSORPTION FIELD. .3. NO KNOWN IMPACTS TO ADJACENT PROPERTIES (WELLS, SEWER SYSTEMS, RESERVED SPACES AND DRAINAGE). 4. ALL PIPE RUNS SHALL BE CONSTRUCTED USING PVC ASTM D30.34. INSPECTIONS REQUIRED BY ENGINEER AND MOA FOR BOTTOM OF TRENCH EXCAVATIONS AND TOP OF PIPE. DO NOT PROCEED WITH WORK UNTIL INSPECTION HAS BEEN COMPLETED BY ENGINEER. ENGINEER TO CALL MOA ON SITE WATER AND WASTEWATER AT (907) .345-7904 PRIOR TO INSPECTION. BED SYSTEM, CALCULATIONS AND SIZING BEDROOMS: 5 TANK SIZE 1000 GAL +(250GAL/BED X 2 BED)=1500 GAL GRAVEL DEPTH: 12 IN. FILTER MATERIAL: 24 INCHES APPLICATION RATE FOR FILTER MATERIAL: 0.7 GPD/FT~ 5 BEDROOM X 150 GALLONS PER DAY/BED= 750 GPD BED AREA= 750GPD/O.7GPD PER SF= 1072 FT~ ASSUME 15' WIDE BED LENGTH OF BED= 1072 FT~/I5 FT WIDE= 71.5 OR 72 FT. RESERVE DRAINFIELD (CAT. 6 ADV'A~O'¢D TREATMENT) BEDROOMS: 5 TANK SIZE ~+(250GAL/BED X 2 BED)=.I~O0 .GAL ~..'"' GRAVEL DEPTH: 12 IN. ' ,f~.'/49TM ~'....:~~~....~ FILTER MATERIAL: 2~ INCHES ~ APPLICATION RATE FOR ADVANCED TREATMENT: 6 GPD/FT~ '~".Christoph~r M. ~ey.: ~'~' 5 BEDROOM X 150 GALLONS PER DAY/BED= 750 GPD ~P~A MOiNTYRE TRACT B-1 GENERAL NOTES LOCATED WITHIN SE 1/4 SECTION 1, TI~N, R2W, ~.~~ SEWARD MERIDIAN EAGLE RIVER, ALASKA ...,,..,.,...,...~. ANCHORAGE RECORDING DISTRICT 8/6/15 SHEET 6 I Legal Description: 2- 3- 4- 7- 8- 9- 10- 11- 12- 13- 14- 15- 16- 17- 18- 19- 20- Municipality of Anchorage ~...~."<E~'NE~I~ Development Services Department ~[?.~:i .~2..m...~... ~, ,~..~.?.'~ Building Safety Division .. . On-SiteWater and Wastewater Program 4700 Elmore Road ......................... P.O. Box 196650 Anchorage, AK 99507 www. ci.anchora~e, ak. us · (9o7) 3~3-7904 , ~,,,,~ Soils Log - Percolatmn Test I. ' Slope~ S~e ~lan ' COMMENTS II II/tr,-I " .111 I 111 I 111 WAS GROUND WATER ENCOUNTERED? /~ S L IF YES, AT WHAT DEPTH? ~' O Depth to Water After p Monitoring? I~ ~.*- E Reading Date Gross Time Net Time Depth to Water Net Drop PERCOLATION RATE ,~ (mteutes/Inch) PERC HOLE DIAMETER t PERFORMED IN ACCOR~-ANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: GARNEsS ENGINEERING GRo , Ltd CIVIL & ENVIRONMENTAL ENGINEERSr LEGAL DESCRIPTION' MCINTYRE S/D; TRACT B-1 (PROPOSED) PERFORMED FOR; PETE MCINTYRE ORGANICS ITEST HOLE #2 I SOIL CLASSIFICATIONS DATE: 1/13/2015 GW SOILS LOGGED BY: COMHENTS: ~GW ~ 0RG ~GP ML GM CL GC OL SW MH ~ SP CH SH OH SC DEPTH TO DATE GROUNDWATER DRY 1t13~015 DRY 1~7~015 DRY 5~2015 SITE PLAN SCALE: DATE READING CLOCK NET TIME WATER LEVEL NET DROP TIME (MINU-FES) READING (INCHES) · ,~¢, ~'x¢ T PERCOLATION RATE <1 (MIN./INCH) PERC. HOLE DIA. (INCHES TEST RUN BETWEEN 5.0 FT. AND 6.0 FT. A FOUR HOUR PRESOAK WAS PERFORMED: E]YES I NO ANDREW GRAY PERCOLATION TEST PERFORMED BY: ANDREW GRAY PERCOLATION READINGS ARE WITHIN1t16 OFINCH. PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THtS WAS PE~FORyED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: OUP Ltd CIVIL & ENVIRONMENTAL ENGINEERS LEGAL DESCRIPTION: MCINTYRE SfD; TRACT B-1 (PROPOSED) PETE MCINTYRE DATE: 1/1312015 PERFORMED FOR: ORGANICS ITEST HOLE #1 ] GW SOILS LOGGED BY: COMMENTS: SOIL CLASSIFICATIONS GW -'E----- OR GP ~ ML GM CL GC OL SW, O 0 o MH ~ SP CH .J SM OH SC DEPTH TO DATE GROUNDWATER DRY 1113t2015 DRY 112712015 DRY 5/20/2 015 SITE PLAN DATE READING CLOCK NET TIME WATER LEVEL NET DROP TIME (MINUTES) READING (INCHES) PERCOLATION RATE <1 (MIN./INCH) PERC. HOLE DIA. (INCHES) TEST RUN BETWEEN 5,0 FT. AND 6.0 - FT. A FOUR HOUR PRESOAK WAS PERFORMED: [] YES · NO ANDREWGRAY PERCOLATION TEST PERFORMED BY: ANDREW GRAy PERCOLATION READINGS ARE WITHIN 1/16 OF INCH, PERFORMED BY GEG, Ltd. I. JEFFREY A. GARNESS, CERTIFY THAT THIS WAS p~ERFO~RM, M~ED IN ACCORDANCE W TH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: ~-.~2, ~/J/:~ When recorded in the Anchorage Recording District, return to: Lounsbury & Associates, Inc. 5300 A Street Anchorage, AK 99518 A · 2015-030053-0 A S Recording District 301 ANOHORAGE K A 07/0812015 01:10 PM Page 1 of 3 Ill II IIII Il Im Ill I II Illl II II I Ill Ilil g III II II Il g III IIllll WATER WELL MAINTENANCE INGRESS AND EGRESS EASMENT This Water Well Maintenan~ Ingress and Egress Easement (this "Agreement") is made as of this ~ of -'~',-~ , 2015 by Carmel J. Mclntyre, whose mailing address is 25250 Mclntyre Rd. Eagle River AK., 99577, as owner of Lot B-l, Mclntyre Subdivision, according to the officially recorded plat in the Anchorage Recording District, filed under Plat No. 2015- ~,? , ("GRANTOR") and as owner of Lot B-2, Mclntyre Subdivision, according to the officially recorded plat in the Anchorage Recording District, filed under Plat No. 2015- ~,? , ("GRANTEE"). RECITALS: A. Grantor is the owner of certain real property legally described on Exhibit A attached hereto and incorporated herein by reference (the "GRANTOR Property"). B. Grantor is required by Municipality of Anchorage platting requirements to create said easement on Tract B-1 for the benefit of Tract B-2 to access and maintain the existing water well. NOW, THEREFORE, FOR GOOD AND VALUABLE CONSIDERATION, The receipt and sufficiency of which are hereby acknowledged, the parties to this Agreement hereby agree as follows: 1. Common Access Easement. Grantor grants to Grantee, its successors and assigns, for the use and benefit of Grantee, a perpetual non-exclusive easement upon, over, above that certain area of the Grantor Property labeled as "10' Water Well Maintenance Ingress and Egress Easement" as shown on Exhibit A and incorporated herein by reference, for ingress and egress. 2. Indemnification. Grantee hereby defends, indemnifies and holds Grantor harmless from and against all claims, demands, losses, liabilities, damages or expenses arising out of or in any way related to the exemise of the rights under this Agreement. 3. Use of Easement Area by Grantor and Grantee. Grantee shall be solely responsible for the maintenance and upkeep of the water well maintenance ingress and egress easement area. Grantor shall not use the area in any manner inconsistent with the rights granted to grantee hereunder. 4. Running with the Land/Binding Effect. The agreements contained herein and the easement and other rights granted hereby shall run with the titles to the Grantor Property and shall bind and inure to the benefit of the parties hereto and their respective heirs, successors and assigns. Carmel ~.~ .'lptyre Name: P~tet D. Mci ty , Attorney Jn fact for Carmel J, Mclntyre State of Alaska personally subscribed and sworn to before me this ~ day of (,~/~ ,/Notary for Alaska My commission expires ,2015. Page 2 of 3 2015-030053-0 ~T EXHIBIT A 1"=10' z 0 TRACT TRACT B-2 B-1 Io o LLI ~ N 89'58'08" W 33.36' .~r< MclNIYRE SUBDIVISION TRACTS B-1 & B-2 PLAT 20'15- ~,? Page 3 o! 3 2015 - 030053- 0