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HomeMy WebLinkAboutT15N R1W SEC 9 LT 99 SW4TISN RIW c9 Lot 99 $W4 #051 - 104-04 MUNICIPALITY OF ANCHORAGE Community Development Department Development Services Division Mayor Dan Sullivan I1[I Phone: 907-343-8301 Fax: 907-343-8200 November 9, 2010 Garness Engineering Group, Ltd. 3701 E. Tudor Road, Suite 101 Anchorage, Ak 99507-1259 Ref: T15N, R1W, Sec 9, Lot 99 Sw4 Permit SW090208 Extension to December 10, 2010 Attn: Jeffrey A. Garness, P.E., M.S. The on-site well and septic permit for the referenced property was issued on October 9, 2009 and expired one year later on October 9, 2010. When the permit was issued, it was not known that one of the adjacent properties had a class "C" well on it. The subject property's permitted septic design did not satisfy the minimum separation distance (150 feet) to the well and as such required a waiver prior to construction. Construction of the septic system had begun before the permit expired, but was stopped while a waiver to the well was being acquired. The permit then expired while the waiver was being processed. The waiver was issued on October 27, 2010. On November 5, 2010 you requested the permit's expiration date be extended to next year. The On- site Water and Wastewater Program is agreeable to extending the permit's expiration date, but not to next year. This letter extends the permit's expiration date to December 10, 2010, after which a new permit will be required. If you have any questions, please feel free to contact me at your convenience. Sincerely., .~._, ~¢Ynes "Jay Crewdson, P.E. Onsite Water and Wastewater Program 4700 EImore Rd., Anchorage, AK 99519 Ph: (907) 343-7908 - Fax: (907) 249-7601 GARNESS ENGINEERING GROUP, Ltd. ~ ': :; ~':~*: * · =~: :*~-~::~ :.~ CONSULTANTS & GENERAL CONTRACTORS ~:'~,~--,'~*~= *-~*~ =: July 3 I, 2008 Municipality of Anchorage Development Service Department On-Site Water & Wastewater Program 4700 Bragaw Street P.O. Box 196650, Anchorage, Ak 99519-6650 (907) 343-7904 Ref: Proposed Septic System and Well for TI5N, RIW, Section 9, Lot 99, To whom it may concern: The proposed 3 bedroom house is to be served by a private well and septic system. We are proposing to install a 1000 gallon septic tank and a bed type drainfield. Two test holes were excavated on the property. The drainfield will be designed around the 30 foot radii of these test hole. Comments regarding the design are summarized as follows: 1. SOILS: See the attached logs 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. TOPOGRAPIIY: As can be seen on the attached design drawing the drainfield is placed at the base of a hill with 50 percent slope running approximately southeast to northwest. The area below the drainfield is relatively fiat. We are unaware ~ any adverse impacts this installation would have on adjacent wells or septic systems. Ifyou have any ql~ 'ons, please contact us at 337-6179. Thank you for your assistance · lccrc E., M.S. Presid~ ~. NOTE: tta~hed is a site p~an drawing, a design drawb~g. ~ne s~i~ ~g~ which are a~ part ~f the design package f~r this septic system. (Contact G.E.G. £td. for 7page construction specification letter.) 3701 E. Tudor Road, Suite 101 * Anchorage, AK 99507-1259 Ph: (907) 337-6179 * Fax: (907) 338-3246 * Wcbsite: www.gamessengineering.com j ~, P~I~RS CREEK J J J \\ I \ I I CHAUBERS; I J LOT 8,, AURORA BOREALIS RD I c~: LoT e~ J I I PROPOSED DR~AY. ~ ~ ~ ~ ~ ,~ ~ I SEcg LOT g8 ~ ~ j T15N RIW ~ ~ ~ ~PRO~S[D x~, ~ I / House ~ ~, I ~"- l~!~ / GAaNESSENGINEEalNG aoue ltd. ................... CONSULTANTS & GENERAL CONTRACTORS -- .... rI ,.;.: ....... BROOKE STILTNER J 244-6742 1 OF 2 [ ~ SITE P~N FOR PROPOSED SEPTIC SYSTEU 7/31/2008 DESIGN CRITERIA: \ \ \ NUMBER OF BEDROOMS: 3 \ ' I T15N RlW GALLONS PER DAY (~PD): 450 , s~c~ LOT ~ PROPOSED ~PLI~TION ~TE: 0.7 _ MINIMUM D~INFIELD SD.FT.: 643 EXISTING C~SS C" WELL~ DRAINFIELD DESIGN:' L~~ "N M~IMUM DEPTH: 6 FEET W ~IDTH: 15 FEET NEW (EXISTING) EL LENGTH: 45 FEET I/ X EFFECTI~: 0.5 FEET ,. L~ ~ ~N GEG, Ltd. HAS A 7 PAGE SP[ClFICATIO~t .* ..' LE~ER THAT PERTAINS TO THIS DESIGN. ~h ',. ~ ~1 TO OBTAIN A COPY OF THE LE~ER CONTACT GEG. BY PROCEEDING FORWARD WITH THIS ,NSTAL~TION. THE ENGINEER. , :.:~...~ .:.. WELL DRILLER. CONT~CTOR AND HAVE R~D THESE SPECIFICATIONS AND AGREE TO ACCEPT THE TERMS AND NOTE: THE CONTRACTOR SHALL ~~ ~A~ // ~vE T~Z E~ST LOT U~Z, WZST / c~~~,~-- ~y// ~ - ALL WELL RADII F~GGEO BY A / ~1 ~ ~"~'~_~ REGISTERED ~ND SURVEYOR 'x ~ ~l -~ ~ _~_ ~F ~ x: ~TERNATE SITE WILL ' ~ ~ ~ ~~ ~ _~ ~'X ~ ~EQU,RE AN ADVANCED PRIOR TO CONSTRUCTION. '' N -~ ~i _~ - ~ '~/ /.~R~TMENT SYSTEM o~ vr L CL~NOUT ~ ~ ~ ~ ~.. X ~PROPOSED 1000 GALLON  INSTALL DOUBLE CL~NOUTS PROPOSED D~INFIELD 50' BL~ ~EUENT SCALE: I I ~~1"= O' BROOKE STILTNER I 244-6742 I 2 OF 2 tV~ , , .Pr o~ WORK: DATE: REVISED PROPOSED WELL AND SEPTIC SYSTEM DESIGN 11/3/2010 ~-(- (Rev. Ol/OS) GARNESS ENGINEERING GROUP, Ltd LEGAL DESCRIPTION: T15N RlW SEC9 LOT g9 SW4 u-,),:~ o.o~,cs ITEST HOLE ~1 1--~ :~,..~.;~ SOIL C~SSIFICATIQN~ s j · ~, I~ I 5--,~. ~ ..... SP CH I ~'~< ~"~ SM OH ~;.; ' ~;<~"' DEPTH TO ] ~........................... 7 ~' .~::~,~ DATE ~,7-<~,.; GROUNDWATER ' ". ~L~,~ Gw s- ~?, = ~.Y s/~/os ' · ::~,~ DRY 7/29/08 ~,;.<~,. s~E: ~:~':~ CLOCK NET TIHE WATER LEVEL NET DROP ~'~5~':~ DATE READING 11 ~.~,:<~.~' e,-',, TINE (HINUTES) READING (INCHES) -. ~,~<~,.~ 6/15/08 1 5:00 - 12 ~ ~. ~..... 6' _ ~. ~,. ;. 2 3:01 1 0 6' 13 <';:'~,~: 3 3:01 - ~3~'~ 4 3:02 1 0 6' . :.,H,~ 5 3:02 - 6- _ ~e~ ~ 3:03 1 0 B,O, II, 16-- 17-- 18- PERCOLATION RATE <1 (HIN./INCH) PEEC, HOLE DIA. 6 (INCHES) 19- TEST RUN BETWEEN 6.5 .FT, AND 7.5 FT, 20-- ~ A FOUR HOUR PRESOAK WAS PERFORHED: ~ YES ~ NO SOILS LOGGED BY:. ROB CAMBELL PERCOLATION TEST PERFORHED BY: WESL~ HANSEN COHHENTS: PERFORMED BY CRC, Ltd. I, JEFFR~ A, CARNESS, CERTI~ T~T THIS W~ pErFORMED IN ACCORDANCE W~TH ALL STATE AND MUNICIPAL CUIDELINES IN EFFECT ON THIS DATE: ~ DEPTH TO GROUNDWATER DATE DRY 6/13/08 DRY 7/29/08 ISOIL LOG - PERCO~TION TEST] {j~.. ~ ..... LEOAL DESCRIPTION: T15N RlW SEC9 LOT g9 SW4 4 -- ,~"0~ .... GC OL -.---~ .... SW MH . ~-= ..... SP CH , :~X¢,';~ SC ' >~,}2~.~ ............................ 7-- '~' 'q' ':' DEPTH TO ~:-:~'¢~ DATE ':;~,' '~';~ GROUNDWATER ,','~. ,.~ GW /o8 8 ~ ~:~ ;- DRY ~:~,~,:,1 DRY 7/29/08 ,~-:~,-,,... :~ ~' . ~' 10--,'" -'~ ' ~'~" CLOCK NET TINE WATER LEVEL NET DROP ~¥~,'; DATE READING 11 ~ .~o,~ TINE (NINUTES) READING (INCHES) :~,x~,'~ 2 3:05 '>~," 3 3:05 - ~' - "'~. :.~,,- · 4 3:06 1 0 6" 14 ~,,~.< ~,:~'7<~'; 5 3:06 - 6- - :~,x~. 6 3:07 1 0 6' 15 .... ' ..... ~.O, tl. 16~ 17~ 18~ PERCOLATION RATE <1 (HIN./INCH) PER~. HOLE DIA. 6 (INCHES) 19~ TEST RUN BETWEEN 6,5 FT. AND 7.5 FT, 20 ~ ~ A FOUR HOUR PRESOAK WAS PERFORNED: ~ YES ~ NO SOILS LOGGED BY: ROB CAMBELL PERCOLATION TEST PERFORNED BY: WESL~ HANSEN CONNENTS: PERFORMED BY GEG. Ltd. I. JEFFR~ A. GARNESS. CERTI~ THAT THIS WAS,P[RF~MED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: DEPTH TO DATE GROUNDWATER DRY 6/13/08 DRY 7/29/08 ©~ ~- I OC~- 0 c/ Brooke Stiltner REALTOR 11525 Old Glenn Hwy Eagle River, Alaska 99577 Office: (907) 694-4804 Cell: (907) 748~0156 Fax: (907) 694-4988 E-mail: lynette@alaskahomesbybrooke~com November 17, 2010 RE: NHN Aurora Borealis Chugiak~ AK Dear Mr. Noffsinger: In reference to our conversation on November 16, 2010, thank you so much for being understanding of this situation. At the time the lot was being prepared for the septic, the neighbor brought up the fact that she had a class C well. It was later determined that she had not run the home as a B&B or multifamily and that her own septic required a waiver. Due to this problem, I also had to get a waiver for the septic on my property. You had offered an extension to mid December however ! am unable to begin construction this time of year. Please extend my permit until assistance!the end of July, 2011. Thank you for your understanding and?~. Brooke Stiltner . ,' REALTOR / Associate Broker ...'~_. "Team Stiltner" ~'./t -~r ~ "" MUNICIPALITY OF ANCHO GE Community Development Department Development SerVices Division November 9, 2010 Garness Engineering Group, Ltd. 3701 E. Tudor Road, Suite 101 Anchorage, Ak 99507-1259 Ref: T15N, R1W, Sec 9, Lot 99 Sw4 Permit SW090208 Extension to December 10, 2010 Phone: 907-343-8301 Fax: 907-343-8200 Mayor Dan Sullivan Attn: Jeffrey A. Garness, P.E., M.S. The on-site well and septic permit for the referenced prope~ was issued on October 9, 2009 and expired one year later on October 9, 2010. When the permit was issued, itwas not known that one of the adjacent properties had a class "C, well on it, The subject property's permitted septic design did not satisfy the minimum separation distance ('150 feet)to the well and as such required a waiver pdor to construction. Construction of the septic system had begun before the permit expired, but was stopped while a waiver to the well was being acquired. The permit then expired while the waiver was being processed. The waiver was issued on October 27, 2010. On November 5, 2010 you requested the permit's expiration date be extended to next year. The On- site Water and Wastewater Program is agreeable to extending the permit's expiration date, but not to next year. This letter extends the permit's expiration date to December 10, 2010, after which a new permit will be required, If you have any questions, please feel free to contact me at your convenience. Sincere~ ¢. ,.? , ~larhes Jay Crewdson, P.E. Onsite Water and WasteWater Program 4700 Elmore Rd., Anchorage, AK 99519 Ph: (907) 343-7908- Fax: (907) 249-7601 MUNICIPALITY OF ANCHORAGE Development Services Department On-Site Water & Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 ¢07) 343-7904 Permit Number: SW090208 Legal Description: T15N R1W SEC 9 LOT 99 SW4 Design Engineer: 0855 GARNESS ENGINEERING GROUF Owner Name: BROOKE STILTNER Owner Address: 1660 CENTERFIELD DRIVE #201 EAGLE RIVER, AK 99577- ON-SITE WASTEWATER DISPOSAL SYSTEM / WATER SUPPLY PERMIT Renewal ~ Parcel ID: 051- Site Address: NHN STARNER Lot Size: 0 SQ. FT. Total Bedrooms: 0 Permit Bedrooms: 0 This permit is for the construction of: [] Disposal Field [] SepticTank [] Holding Tank [] Privy [~ Private Well [] 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 Regs.lations ( 18AAC72 ) and Drinking Water Regulations ( 18AAC80 ). 3. The engineer must notify DSD at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 ( 24 hours ). ( Not required for a Water Supply Permit only ). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must be either: A. Open and closed on the same day. B. Covered, sealed, and heated to prevent freezing. Received By: ~ ~-"'~'-'"- Date: Date: MUNICIPALITY OF ANCHORAGE Development Services Department On-Site Water & Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM I WATER SUPPLY PERMIT Renewal Date Issued: Oct 09, 2009 Expiration Date: Oct 09, 2010 Permit Number: SW090208 Legal Description: T15N R1W SEC 9 LOT 99 SW4 Design Engineer: 0855 GARNESS ENGINEERING GROUI: Owner Name: BROOKE STILTNER Owner Address: 1660 CENTERFIELD DRIVE #201 EAGLE RIVER, AK 99577- Parcel ID: 051-104-04 Site Address: NHN STARNER Lot Size: 0 SQ. FT. Total Bedrooms: 0 Permit Bedrooms: 0 This permit is for the construction of: [] Disposal Field [] Septic Tank [] Holding Tank [] Privy [] Private Well [] 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 engineer must notify DSD at least 2 hours prior to each inspection. Provide notification by calling (907)343-7904 ( 24 hours ). ( Not required for a Water Supply Permit only). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must be either: A. Open and closed on the same day. B. Covered, sealed, and heated to prevent freezing. Received By:. Municipality of Anchorage Development Services Department Building Safety Division On-Site Water and Wastewater Program 4700 Elmore Road P.O. Box 196650 Anchorage, Alaska 99507 www.muni.orglonsite (907) 343-7904 ON-SITE SEWER/VVELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. Legal description (Sub'd., Block & Lot) Legal description (Township, Range & Section) "7-/<7/~/ Lot Size ,,~', ~"/')~ Sq. Ft. Number of Bedrooms THIS APPLICATION IS FOR (~;~ all that apply): THIS APPLICATION IS AN: Absorption Field [] Initial Septic Tank [] Upgrade Holding Tank [] Renewal Privy [] Private Well ,~ Water Storage [] 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. (Signature of property owner or autho'r~zed agent) C./ Permit/Rush Fees: '~' ~/.~ dP Date of Payment: Receipt Number: (~)~'~' ;3F ~ (~ (Rev. 11/05) Waiver Fees: Date of Payment: Receipt Number. MUNICIPALITY OF ANCHORAGE Development Services Department On-Site Water & Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM I WATER SUPPLY PERMIT Initial Date Issued: Oct 22, 2008 Expiration Date: Oct 22, 2009 Permit Number: SW080230 Legal Description: T15N R1W SEC 9 LOT 99 SW4 Design Engineer: 0855 GARNESS ENGINEERING GROUI~ Owner Name: BROOKS STILTNER Owner Address: 1660 CENTERFIELD DRIVE #201 EAGLE RIVER, AK 99577- Parcel ID: 051-104-04 Site Address: NHN STARNER Lot Size: 28500 SQ. FT. Total Bedrooms: 3 Permit Bedrooms: 3 This permit is for the construction of: [] Disposal Field [] Septic Tank [] Holding Tank [] Privy [] Private Well [] 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 engineer must notify DSD at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 ( 24 hours ). ( Not required for a Water Supply Permit only ). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must be either: A. Open and closed on the same day. B. Covered, sealed, and heated to prevent freezing. ! Municipality of Anchorage Development Services Department Building Safely Division On-Site Water & Wastewater Program 4700 Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage .ak.us (907) 343-7904 ON-SITE SEWER/WELL PEEHIT APPLICATION FOE A SINGLE FAMILY DWELLING Parcel I.D. ProperS/owner(s) BROOKE STILTNER Day phone 250-8548 Mailing address 16600 CENTERFIELD DRIVE ~/201 * EAOLE RIVER. AK Site address J~J~ ~"~TI~J~ K'H~:I'~._. Zip Code ~577 Legal description (Sub'd, Block & Lot ) Legal description (Township, Section & Range) Lot Size ~"~ 'l 5-~(-~ Sq. Ft. T15N. RIW. SECTION 9. LOT 99 S~k~l'JI' Number of Bedrooms ~ 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. GARNESS ENGINEERING GROUP~ Ltd. Permit/Rush Fees: Date of Payment: Receipt Number: (Rev. 11/05) Waiver Fees: Date of Payment: Receipt Number: