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Home My WebLink AboutROSEBERRY PARK ESTATES BLK 1 LT 10Roseberry Park Estates Block 1 Lot 10 #050-315-35 MUNICIPALITY OF ANCHORAGE Community Development Department Development Services On-Site Water & Wastewater ~rogram £L'SH! ,,.,oro..,.,,,v.. 43 5~ -Z,/.~'- ~n-$ite Sewer/Well Permit Application For A Single Family Dwelling Parcel I.D. - . Phone: 907-343-7904 Fax: 907- 343-7997 Property owner(s) JOHN THOMSON Day phone 24.0-2020 Mailing address 114-04 JESSIE MAE CIRCLE * EAGLE RIVER, AK 99577 Site address OVERLOOK DRIVE * EAGLE RIVER, AK 99577 Legal description (Sub'd, Block & Lot) ROSEBERRY PARK ESTATES; BLOCK 1~ LOT 10 Legal description (Township, Section & Range) Lot Size Sq. Ft. Number of Bedrooms THIS APPLICATION IS FOR: ([] all that apply) Absorption Field [] Septic Tank [] Holding Tank [] Privy [] Private Well [] Water Storage [] THIS APPLICATION Initial Upgrade Renewal THIS APPLICATION INCLUDES A VARIANCE/WAIVER REQUEST FOR: REOUEST RUSH ON WELL PERMIT. 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. GARNESS ENGINEERING GROUP, Ltd. (Signature of property owner or authorized agent) Permit/Rush Fees: Date of Payment: Receipt Number: Permit No. Waiver Fees: Date of Payment: Receipt Number: Waiver No. (Rev. 01/11) GARNESS ENGINEERING GROUP, Ltd. CONSLILTAh~'S & GENERAL CONTRACTORS July 6, 2012 Municipality of Anchorage Development Service Department On-Site Water & Wastewater Program 4700 Elmore Street P.O. Box 196650, Anchorage, Ak 99519-6650 (907) 343-7904 Ref: Proposed Well and Septic System for Roseberry Park Estates; Lot 10, Block 1, To whom it may concern: The proposed 4 bedroom house is to be served by a pdvate well and septic ~ystem. We are proposing to install a 1250 gallon septic tank and a 5-wide trench type drainfield. Two test holes were excavated on the property. The drainfield will be designed around the 30 foot radii of these test holes. Comments regarding the design are summarized as follows: t. SOILS: See the attached logs which show the soil classifications, groundwater monitoring, and the percolation test results. 2. DRAINFIELD DESIGN: See attached design drawing for drainfield specifications. 3. SURFACE WATERS: There are no surface waters within 100 feet of the proposed septic system. 4. TOPOGRAPHY: As can be seen on the attached design drawing the average topography within 50 feet of the proposed drainfield is a 2 to 5 percent slope running approximately north/northeast to south/southwest. In short there are no slope concerns. We are unaware of any adverse impacts this installation would have on adjacent wells or septic systems. If you have any questions, please contact us at 337-6179. Thank you for your assistance. //]]~ NOTE: Attached is a site plan drawing, a design drawing, ~vo soil logs, which are all part of the design package for this septic system. (Contact G.E.G. Ltd. for 7 page construction specification letter) 3701 E. Tudor Road, Suite 101 * Anchorage, AK 99507-1259 Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: www.gamessengineering.com ~ ~, ~ I I ROSEBERRY PARK ESTATES, ROSEBERRY PARK ESTATES, X X ~ J [ LOT 1, BLOCK LOT 2, BLOCK 1 W~LL AND S[PTmC. ~j~(~ ~ BIDROOV ~er~ _ .... LOT 1, BL~K 2 I ~ J I , L J ~ [~ m m LOT NO CONC~NS ~ / k ) I I GARNESS ENGINEERING GROUP, Ltd ~PE OF WORK: uAm: SITE PLAN FOR PROPOSED WELL AND SEPTIC SYSTEa 7/6/2012 DESIGN NUMBES OF BEDROOMS: 4 J GALLONS PER DAY (GPD): 600 PERCOLATION RATE/S: 1.17 MIN./INCH I PROPOSED APPLICATION RATE: 1.0 I MINIMUM DRAINRELD SQ.FT,: $00 WIDTH: 5 FEET LENGTH: 60 FEET M.O.A. APPROVED SAND FILTER: N/A EFFECTIVE: 4 FEET REDUCTION FACTOR: 0.50 ACTUAL SQ.FT.: 600 Ltd' HAS A 7 PAGE SPECIFIOA I .~, ~ i INSTALL 4I~X_~. ~ LETTER THAT PERTAINS TO THIS DESIGN. | I PROPOSED ~'~,.[ TO OBTAIN A COPY OF THE LETTER / 21/_ 50 GALLON WITH THIS INSTALLATION, THE ENGINEER, ~- --- WELL DRILLER, CONTRACTOR AND PROPER'if OWNER AGREE THAT THEY HAVE READ THESE SPECIFICATIONS AND AGREE TO ACCEPT THE TERMS AND ooNo,T,O,S OUT,,NED. × II ~x_ -~ NOTE: THE CONTRACTOR SHALL HAVE , I I 7 ~ / HO"SE THEEA LOTUNE, ANOA, LWELL II RADII FLAGGED 8Y A REGISTERED LAND t I X >- ~., _ OVERLOOK DRIVE P.EPARED ~0.~~ ROSEBERRY PARK ESTATES, BLOCK 1, LOT 10 J.L.M. PROPOSED WELL AND SEPTIC SYSTEM DESIGN 7/6/2012 (~ARNESS ENGINEERIN(~ ~ROUP, Ltd. ~?. '~ ~ ~ t r "'~{ CONS~LTAN~ & GENE~L CONT~CTORS SOil LOG - PERCOLATION TESTI , ....., ~ ............. ~r LEGAL DESCRIPTION' ROSEBERRY PARK ESTA~S, eLOCK i, LOT 10 ~i~¢~' SOIL C~SSIFICATIONS 2 -- ;:~,::,;~.:~ GW ...... ORG ~?~;~:;;~,~ ~ GP ~ ME ".-.',; ,.'.' GC OL ~:'~ ~ SP CH s_,=,,=,.,~, sc SEE AWACHED SITE PLAN 7 --::,~,:~'~.'~:~ DEPTH TO ~i~;~'. GROUNDWATER DATE 8 ~ :~';~'b'P:": GP TO GW DRY 6/22/2012 ~:t~&?~:f w/~ROE COBBLES, [j~:~;:~j BOULDERS AND DRY 6/25/2012 9m'~?~Z LENSES OF SAND DRY 7/2/2012 , :~;b~:;~` CLOCK NET TIHE WATER LEVEL NET DROP 1 ~ ~ '-~,'-',"=: DATE READING :~,~,t:;&~,:: TINE (HINUTES) READING (INCHES) ~ ~.t,~: ~,:: 6/25/2012 1 - _ 6- _ ~~2 ,. "~"~ ~'~ 5 - - 6" ""~"~' o" s" ".~ ;::~:~'~: 8 7 0" 6" l~q,:q;~,::.. : ....... 9 - 6- _ B.O~ 17-- 10 7 O" 6" 11 - 6- _ 18~ 12 - 7 0" 6" PERCOLATION RATE 1.17 (MIN,/INCH) PERC, HOLE DIA. 6 (INCHES) 19~ TEST RUN BETWEEN 4.5 FT. AND 5.5 FT, 20-- -- ~ A FOUR HOUR PRESOAK WAS PERFORMED:IYES ~ NO SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: JODY MAUS COHHENTS: PERFORMED BY GEG, Ltd. I, JEFFR~ A. GARNESS, CERTI~ THAT THIS WAS P~R~RMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: DEPTH TO GROUNDWATER DATE DRY 6/22/2012 DRY 6/25/2012 DRY 7/2/2012 GARNESS ENGINEERING GROUP, Ltd LEGAL DESCRIPTION; ROSEBERRY PARK ESTATES, BLOCK 1, LOT 10 (~*~) ~ OROAN,CS ITEST HOLE ~2[ 1--~ ~A%,~'~;f SOIL C~SSIFICATIONS '~ '~" "~~ SH OH 6-;,~?~?~,~., SC SEE A~ACHED SITE P~N ,~,~,;.,. ~ 7~ ,-~?;?',~, DEPTH TO GROUNDWATER 8--.??~.':~ GP TO GW DRY 6/22/2012 ~ji~ ~'~,' BOULDERS AND DRY 6/25/2012 ~i>~?~ LENSES OF SAND DRY 7/2/2012 ~:"?';;'. ":: DATE READING CLOCK NET TINE WATER LEVEL NET DROP ~,~ -~;., TIHE (HINUTES) READING (INCHES) :~i~if"~: 0" 6" ~., ~-: ¢. 2 - 7 .~ ..,,.,.,~, 6 - 7 ~:~>~- ~' 7 6" , ,..~., 8 7 ~ 9 B~ 17-- 10 - 7 O" 6" 11 - _ 6- _ 18-- ~2 - 7 0" 6" 19- PERCOLATION RATE 1.17 (H[N./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 4.5 FT. AND 5.5 FT. 20-- ~ A FOUR HOUR PRESOAK WAS PERFORHED: I YES ~ NO SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORHED BY: JODY MAUS COHHENTS: PERFORMED BY GEG, Ltd. I, JEFFR~ A. GARNESS. CERTI~ THAT THIS WAS ~R~ORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: i-I' DEPTH TO GROUNDWATER DATE DRY 6/22/2012 DRY 6/25/2012 DRY 7/2/2012