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Home My WebLink AboutHILLSIDE NORTH ADDN #9 LT 8Hillsid North Addition Lot 8 041-032 -11 On-Site Water & Wastewater 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: OSP101273 Tax Code Number: 04103211000 Work Type: WellSeptic Initial Permit Effective Dates: December 03, 2010 to December 03, 2011 Design Engineer: PANNONE ENGINEERING SERVICE Subdivision: HILLSIDE NORTH ADDN #9 Site Legal Address: HILLSIDE NORTH ADDN #9 LT 8 G:2142 Owner/Address: POPELY THEODORE W & KATHERINE 645 G ST #524 ANCHORAGE AK 995010000 Site Mailing Address: Lot Size in Sq Ft: 104703 Total Bedrooms: 4 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. Issued By: .,~_~/?~ /..~~ .~'~--?~c ~ Date: /~~ ~ Municipality of Anchorage Development Services Department Building Safety Division On-Site Water and Wastewater Program 4700 Bragaw Street P.O. Box 196650 Anchorage, Alaska 99519-6650 www.muni.org/onsite (907) 343-7904 ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. 041-032-11 Property owner(s) Ted Popely Mailing address645 G Street, Suite 524, Site address NHN Midden Way Legal description (Sub'd., Block & Lot) Hillside North S/D No. 9, Lot 8 Legal description (Township, Range & Section) Lot Size 104,703 Sq. Ft. Day phone 351-2210 Zip Code 99501 Zip Code 99503 Number of Bedrooms 4 THIS APPLICATION IS FOR ([] all that apply): Absorption Field [] Septic Tank [] Holding Tank [] Privy [] Private Well [] Water Storage [] THIS APPLICATION IS AN: Initial [] Upgrade [] Renewal [] I certify that the above information is correct. I further certify that this application is being made for a Single Family Dwelling and is in accordance with applicable Municipal Codes. Pannone Engineering Services, LLC ¢.~~~~-~_ (Signature of property owner or authorized agent) Permit/Rush Fees: Date of Payment: Receipt Number: (Rev. 11/05) Waiver Fees: Date of Payment: Receipt Number: Pannone Engineering Services LLC Steven R. Pannone, Principal Registered Professional Engineer E-mail: steve@panengak.com November 16, 2010 Municipality of Anchorage Development Services Department On-Site Water & Wastewater Program 4700 S. Bragaw Street P. O. Box 196650 Anchorage, Alaska 99519 Subject: Hillside North S/D No. 9 Lots 8 Septic System and Well Permit Request Ladies and Gentlemen: I am writing to request a permit to construct a new septic system and well be issued for this property. The proposed systems will serve a new four-bedroom house. Currently the lot is undeveloped. The surrounding developed lots are served by private water systems. The private wells are located over 100 feet from the proposed soil absorption system. Soils. DeHi Engineering conducted a soils investigation during the subdivision process. The soil log is on file with your department. It is my opinion, based on the results of the percolation test, and overall soils appearance; an application rate of 0.8 gallons/day/square feet should be used, using a conventional wastewater treatment system. Soil Absorption System Design. See Design Drawings sheet 2 of 2 for the design calculations. 2. Surface Water: There is no surface water within 100 feet of the proposed septic tank and the existing drain field. The proposed drain field upgrade will maintain at least 100 feet from all surface water and drainage ditches. 3. Topography: The average topography in the area of the proposed septic system is approximately 20 percent based on the survey information in the area of the septic system. 4. Drawing Markings: The Drawings are marked "For MoA Review Only". When written notification that the review is complete and there are no further comments received from MoA On-Site Department, the note will be removed and "Issued for Construction" drawings will be issued. Mailing: P,O, Box 100257, Anchorage, Al< 99510,,.02:,t7 Physical: 615 East 82~ Ave, Cuite B6,/~r~chorage, AK 99503 Telephone: (907) 272-8218 FAX: (907) 272.~8211 Page 2 of 2 The proposed installation will not affect the future development of the surrounding or existing lots. There are no wells or septic systems within 100 feet of the proposed septic location. If you have any questions or concerns, please contact me at 272-8218. Sincerely, OF "'"% ~.....~;....~.,~~.....~ 11/16/10 Steven R. Pannone, P.E. OwneffCivil Engineer Attachments: Mai~ing: P.O, Box 100217, Anchorage, AK 99510~-0217 Piwsical: 6~t,~ c:ast g2® Ave, Cui'te B6, Anchorage, AK 99503 Telephone: (907) 272-g2:18 FAX: (907/272~.8211 PRIMARY/RESERVE FIELD 40LFx 10'EDxZO"W, 1 6'TD DHI TH8 DRY TO 20' ON 11/10 "~--19% 114.6 '~k--- WELL (E) -' I I t0' Ta:E/EASE'VlENT,~-..~ I ...... / '12509 SEPTIC TANK (P) ~WlTH DOUBLE CLEA~4OUT I / I .' ~__¢/ 20' T&E E,~SEMENT--~"'",. I PANNONE ENG SVC, LLC P.O. BOX 100217 ANCHORAGE, AK 99510 PHONE (907) 272-8218 FAX (907) 272-8211 NOTES: ISSUED FOR CONSTRUCTION PLAN HILLSIDE NORT S/D No. 9 LOT 8 Mr. Ted Popely 645 O Street, Suite 524 Anchorage, AK 99501 (907) 551-2210 Date 11/29/10 Scale 1 "=50' P.I.D. NO 341-052-1' PERMIT NO. OSP Sheet 1 OF2 SPECIAL PROVISIONS TO SPECIFICATIONS 1. 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. ALL WORK SHALL BE IN ACCORDANCE WITH THE ATTACHED SPECIFICATIONS. 3. SCOPE OF WORK: INSTALL NEW 1250 GALLON SEPTIC TANK AND NEW SOIL ABSORPTION SYSTEM 4. GROUNDWATER IS NOT EXPECTED TO BE ENCOUNTERED DURING EXCAVATION, AS EVIDENCED BY THE SOIL TEST HOLE INFORMATION ABOVE 16 FT. IF AN APPARENT WATER TABLE IS OBSERVED IN ANY OF THE EXCAVATIONS LESS THAN 2;? FEET BELOW EXISTING GRADE, NOTIFY THE ENGINEER IMMEDIATELY. 5. CONTOURS ARE IN 2F-[ INTERVALS, BASED OFF TOPOGRAPHIC SURVEY PRIMARY FIELD RESERVE FIELD TH 8 __2 ~L ' ] ~. / ~l~ /~-Filter Fabdc sM 6' o.5' ~/~Drain rock 6" above pipe -,5 ~ -6 ~ ~ '.-'" inv t t I ~ --'-------4" diam. drain pipe / 10' sP ~ -----"'-Drain rock below pipe inv. 2.5' 6.0' __20' I SECTION -22 ~ No groundwoter monitored on ~/~O/lO 4" Dia Perf ~ O ~- F810 HDPE , / ~ ~ NEW1250g ~ ,- -- SEPTIC DEEP TRENCH - SEE PLANS PROFILE DESIGN PARAMETERS ABBREVIATIONS LEGEND NEW SEPTIC SYSTEM CU COPPER WATER LINE/ NO. BEDROOM: 4 (750 gpd) DiP DUCTILE IRON PIPE WELL RADIUS TANK SIZE: 1,250 gallon TH TEST HOLE PERC. RATE: 6-15 MPI FC FOUNDATION CLEAN OUT EXlST'G SEPTIC SOIL RATING: .8 gpd/SF T# TANK CLEAN OUT NO. AREA RQD: 752 SF SYS. TYPE: DEEP TRENCH, lO'ED, C# CLEAN OUT NO. NEW SEPTIC MIN LENGTH: 57.6 LF M# MONITOR TUBE NO. USE: R.I. RIGID INSULATION CHAINLINK FENCE 40LFx2.5'WlDE, 10'ED,16.0' TD DCO DOUBLE CLEAN OUT TOTAL AREA: 800 SF DV DIVERTER VALVE FS FLOW SPLI]q-ER NOTES: PANNONE ENG SVC, LLC ote ISSUED FOR CONSTRUCTION P.O. BOX 100217 ANCHORAGE, AK 99510 ~'--~-:-' .... ;;?~/_~j. 11/29/10 PHONE (907) 272-8218 FAX (907) 272-8211~.~.' ~l' "k(~.._ TH__~,...~"~r'~. ~j NTS ~ ' ' ' ~--~ ~' ','-"-~- ........ ~ P.I.D. NO HILLSIDE NORT S/D No. 9 LOT 8~~~ ~___~"'~---'" r.~041_052_11 Mr. Ted Popely ~ 645 C Street, Suite 524 ~li,f~...CE 8149 .~'~F~ PERMIT NO. Anchorage, AK 99501 '~¢~,. .,-'~x-~ osP ~ ~ '' ..... '' ~.~- Sheet DESIGN NOTES (907) 351-2210 W.O.# 20459 DHI CONSULTING ENGINEERS 800 E. DIMOND ,SUITE 5-545 ANCHORAGE, ALASKA 99515, 344--1385 SOILS LOG-PERCOLATION TEST PERFORMED FOR: ROGER CREMO LEGAL DESCRIPTION: LOT 8 HILLSIDE NORTH ~.~- 24" ORGANIC SILT FILL ~.~--~ SILTY SAND, FILL ORGANIC DEBRI .~ ~ 12" ORGANIC SILT W/ ROOTS 0 - '-0' - GREY SANDY GRAVEL " ROCK TO .3" 0." O' O. ..00' -. 'o-SET M/TUBE AT 20' B,T,H,--~ TEST HOLE #8 DATE PERFORMED: 5-29-01 ADD. #9 WAS GROUND WATER ENCOUNTERED ? NO SLOPE SITE PLAN I I S L 0 IF YES, AT WHAT p DEPTH ? E DEPTH OF WATER AFTER MONITORING ? NONE DATE: 4/3O/Ol PERCOLATION RATE: 15 TEST RUN BETWEEN: (MINUTES/INCH.) PERCHOLE DIAMETER: 6" 6.5 FT. AND 7.0 FT. COMMENTS: PERFORMED BY: I DEE HIGH CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 4/30//01 ,