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Home My WebLink AboutINDIAN VALLEY ALASKA LT 13 Endian Valley Alaska Lot 13 #090-031-33 On-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: OSP131431 Tax Code Number: 09003133000 Work Type: Septic Permit Effective Dates: November22, 2013 to November22, 2014 Design Engineer: GARNESS ENGINEERING GROUP LTD Subdivision: INDIAN VALLEY ALASKA Site Legal Address: INDIAN VALLEY ALASKA LT 13 G:4456 Owner/Address: BERRY JAMES B & CHLOE K 4540 TIMBERLUX CIRCLE ANCHORAGE AK 995164141 Site Mailing Address: 135 OLD JOHNS RD, Indian Lot Size in Sq Ft: 66838 Total Bedrooms: 2 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. Received By: - Date: Issued By: i~/-'~~ .___ ' Municipality of Anchorage P.O. Box 196650 · 4700 Elmore Road Anchoraqe, Alaska 99519-6650 · (907) 343-7904 · Fax (907) 343-7997 http:llwww.muni.or,qlOnsite Development Services Division On-Site Water and Wastewater Pro,qram Department **** VARIANCE/WAIVER REVIEW **** Waiver& OSP131432 COSA#: PID#: 090-031-33 Legal Description: Indian Valley Alaska Lt 13 Engineer: Garness EnRineerinR Group Permit#: OSP131431. Applicant: Jim Berry Your request for a waiver of the required 10 feet horizontal separation from the absorption field to the property line has been approved. The approved separation distance is 5.0 feet. In addition, the tank is approved to be 2 feet from the property line. This waiver approval applies to the proposed system only. Any future upgrade to the on-site wastewater disposal system will 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 regarding this waiver. [] Notarized letter(s) of nonobjection 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: t / Name of Revi~r Rec~: 02379G Amount: $200.00 Date Paid:.11/8/13 **** VARIANCE/WAIVER REVIEW **** MUNICIPALITY OF ANCHORAGE Community Development Department Development Services On-Site Water & Wastewater Program Phone: 907-343-7904 Fax: 907- 343-7997 Mayor Dan Sullivan Parcel I.D. On-Site Sewer/Well Permit Application For A Single Family Dwelling Property owner(s) JIM BERRY Mailing address MILE 103 SEWARD HWY *INDIAN, AK Day phone 545-5426 Site address MILE 105 SEWARD HWY *INDIAN, AK Legal description (Sub'd, Block & Lot) INDIAN VALLEY AK; BLOCK 1, LOT Legal description (Township, Section & Range) Lot Size Sq. Ft. Number of Bedrooms 2 , 13 APPLICATION IS FOR: ( ~]~11 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/we ADU) Duplex (D) [] Multiple Dwellings [] (SF and/or D) THIS APPLICATION INCLUDES A VARIANCE/WAIVER REQUEST FOR: DRAINFIELD TO LOT LINES & SEPTIC TANK TO LOT LINE Distance: 5 FEET & 2 FEET 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: Date of Payment: Receipt Number: Permit No. 0'¢~' Waiver Fees: Date of Payment: Receipt Number: Waiver No. (Rev. 01/11) GARNESS ENGINEERING GROUP, Ltd. .... CONSULTANTS & GENERAL CONTRACTORS November 4, 2013 Municipality of Anchorage Development Service Department On-Site Water & Wastewater Program 4700 Elmore Rd. P.O. Box 196650, Anchorage, Ak 99519-6650 (907) 343-7904 Ref: Proposed Septic Upgrade for Indian Valley AK; Block 1, Lot 12B & 13; To whom it may concern: The existing 2 bedroom house is served by a private well currently there is no septic system. We are proposing to install a 1250 gallon S.T.E.P. tank and a dual 5-wide trench type drainfield. One test hole was excavated on the property. The drainfield will be designed around the 30 foot radius of this test hole. Comments regarding the design are summarized as follows: 1. SOILS: See the attached log which shows 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 topography around the drainfield is relatively flat. In short, there are no slope concerns. 5. LOT LINE WAIVER: Due to site constra'mts, we are requesting a five (5) foot lot line waiver from the south & west lot lines to the proposed dminfield and a two (2) foot lot line waiver from the proposed STEP tank to the south lot line. The owner of Lot 13 also owns Lot 12B (property to the west) and it is currently vacant. The Seward Highway boarders the south of the lot as well. In short, there are no concerns for the waiver request. We are unaware of any adverse impacts this installation or the granting of these waivers may have on adjacent wells or s~c systems. If you have any questions, please contact us at 337-6179. Thank you for your assistanc? 3701 E. Tudor Road, Suite 101 * Anchorage, AK 99507-1259 Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: www.gamessengineering, com INDIAN VALLEYAKa/ BLOCK 1. LOT 9/ / I 100' WELL RAOIUS~ BLOCI~ 1, LOT 10 INDIAN VALLEY AK; BLOCK 1, LOT 11 TURNAGAIN HOUSE BLOCK 1, LOT SCALE: INDIAN VALLEY AK; BLOCK 1, LOT 15 INDIAN VALLEY AK; BLOCK 1, LOT 14 / / GAFtNESS ENGINEERING GROUP, Ltd PREPARED FOR: PHONE NUMBER: PAGE NUMBER: JIM BERRY 345-5426 1 OF 2 LEGAL DESCRIPTION: DRAWN BY: INDIAN VALLEY AK; BLOCK 1, LOT 12B & 1,.3 '~YPE OF WORK: SITE PLAN IpRIMARY DESIGN CRITERIA: RESERVE DESIGN CRITERIA: NUMBER OF BEDROOMS: 2 NOTE: THE CONTRACTOR NUMBER OF BEDROOMS: 2 GALLONS PER DAY (GPD): 300 gpd SHALL HAVE THE SOUTH & GALLONS PER DAY (GPD): 300 gpd PERCOLATION RATE/S: <1 min/inch PERCOLATION RATE/S: <:1 Tin/inch ALLOWABLE APPLICATION RATE: 1.0 WEST LOT LINES, AND ALL ALLOWAtSLE APPLICATION RATE: 4~.0 PROPOSED APPUCATION RATE: 1.0 WELL RADII FLAGGED BY A PROPOSED APPLICATION RAte: 4.0 MINIMUM DP~NFIELD SQ.FT.: 300 SQ FT REGISTERED LAND SURVEYOR MINIMUM ORAINFIELD SQ.FT.: 75 SQ FT PRIMARY DRAINFIELD DESIGN: PRIOR TO CONSTRUCTION. RESERVE DRAINF[ELD DESIGN: MAXIMUM DEPTH OF EXCAVATION: 5.5 PEET MAX MAXIMUM DEPTH OF EXCAVTION: 5.5 FEET MAX WIDTH: 5 FEET WIDTH: 5 FEET LENGTH: 2 @ SO PEET = 60 FEET ~ LENGTH: 15 FEET M.O.A. APPROVED SAND FILTER: 2 FEET M.O.A. APPROVED SAND FILTER: 2 FEET EFFECTIVE: 0.5 FEET ~ EFFECTIVE: 0.5 FEET REDUCTION FACTOR: 1.0 REDUCTION FACTOR: 1.0 ACTUAL BQ.ET.: 300 ~ I ACTUAL SQ.FT.: 75 GEG, Ltd. HAS A 7 PAGE SPECIFICATION'¢~' ~/, LETTER THAT PERTAINS TO THIS DESIGN. ~ Y~'~-4 TO OBTAIN A CORY OF THE LETTBR ~. ~.~.~,)~.~.~ CONTACT GEG. BY PROCEEDING FORWARD WITH THIS INSTALLATION, THE ENGINEER, WELL DRILLER, CONTRACTOR AND '~'-/ PROPEEq¥ OWNER AGREE THAT thEY ~ / ~ HAVE READ THESE SPECIFICATIONS AND /' AGREE TO ACCEPT THE TERMS AND ~ / ~ CONDITIONS OUTLINED. / ~ // ~ ~ . PRoPoseD/ Xx /2 /// /'~ ~.~/~ DRAINFIELDS -,~ / ~.&/") ~ / ~:~// I ITP III,TH~,'/ (REQUIRES CAT II) /,./"N. / / ~¢2 SE GALLON ~ TAN~ AND CESSPO , ,,~ ........ ~/ ~E DECOMMISSIONED PER il" = ~0' mlbHVVAT / uPc. ~~ / 1701 E ~R ~. SU~ 101 ~CHO~E, ~ gg~7 * TONE (g07)~7-6179 * F~ (g~-3246 * ~ ....~a~ase~in~¢~ PREPPED FOR: J PHONE NU~"E~' m PAGE NUMBER' / JIM BERRY 345-5426 2 OF 2 LEG~ DESCRIPTION: I D~WN BY' f essiO~ SEPTIC SYSTE~ DESigN (Rev. 01/05) ISOIL LOG - PERCOLATION TESTI,'- LEOAL DES*PT, ON: '"0'^" V^LL~ ^K S/* BLOOK 1, LOTS 12B * 13 ~'-':'*~~":"'~" ~ ~1/~ ~. DEPTH ~ -- ...... XU%Y..,"~¢Ma'"'""¢,~/ :~Xc '~..~ SOIL CI~SSIFICAIIONS ~'- ;, :,:;":~<~"; ~ GW ...... ORG ' --...~o~...~-.. "-~!'-'.-,.~'.,? ~ ...... .. ' ......... ~.' '., ML ,., ,.:4'.,~;.; ]]~[~ GM CL /, t ~'. ~.~':~ ~: GC OL :~,:::!:;.f.;~: GRADED ROCKS SP] OH ,;wC.-,.~:,,' & BOULDERS SC oo' WELL RADIUS, 7-- ~e.:.:,.,?~. DEPTH TO \ ,L:.,,.,:;..'.;~J! GROUNDWATER DATE !. \ '-'-J ./~¢"',// / .--,,..,.,-: · >'-'~"~'~" 8.5' 10/17/1 3 :4¢~"~z~:. ~ §.0' 10/25/13 , 10 -- B.O.H-"~ CLOCK J NET TIHE I WATER LEVEL NET DROP 11 -- DATE READING TINE (HINUTES) READING (INCHES) 12-- 10/I7/2013 13-- 14-- PERK HOLE ABSORBED 6" OF WATER IN LESS THAN 1 MINUTE, 4 TIMES 15-- 16-- 17-- 18-- 19-- PERCOLATION RATE <1 (HIN./INCH) PERC. HOLE DIA. 6 (INCHES TEST RUN BETWEEN .t.0 FT. AND 4.0 FT. 20-- -- A FOUR HOUR PRESOAK WAS PEREORHED: [] YES · NO SOILS LOGGED BY: ROB CAMPBELL PERCOLATION TEST PERFOE2HED BY: ROB CAMPBELL COPTNENTS: WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE:J /~ DEPTH TO GROUNDWATER DATE ~.~' lO/17/~a 9.0' 10/25/13