The URL can be used to link to this page

Home My WebLink AboutCRANBERRY RIDGE LT 6Onsite File •• t Well Pump required;., Certified Drilling Log DOC CO dba 009 [BILL Sc COLE ULLIVAN WATER WELLS leir P.O. Box 670269, Chuglak, AK 99567 888-2758 OWNER OF LAND: Steve Remme ADDRESS: PO Box 671094 Chugiak 99567 LEGAL DESCRIPTION Cranberry Ridge Subd. Lot 6 DATE: 11/13/13 PERMIT NUMBER: 131403 TAX IDENTIFICATION NUMBER DATE OF ISSUE: 11/6/13 05711102000 Is well located at approved permit location: ® Yes ❑ No Method of Drilling: ®air rotary Depth of Well: 265' ❑ cable tool Casing Type: steel Diameter: 6 Liner type none Wall thickness .250 inches Inches, depth 264' feet Static Water Level: 225 Recovery Rate 20 Method of Testing air Z gpm feet ❑ gph Well Intake Opening Type: 11 open end ❑ open hole ❑ Screened Start feet Stopped ❑ Perforations Start feet Stopped Grout Type: Bentonite chips Volume: Depth: from 0 feet, to 20 feet Well Disinfected Upon Completion: I yes ❑ no Method of Disinfection: Chlorine 50 ppm. Comments: Bore Hole Data Depth From To 0 2 2 4 4 32 32 47 47 68 68 115 115 129 129 138 138 188 188 241 241 252 252 265 Casing stickup Overburden Silty sand & gravel Hardpan Silty sand & gravel Silty sand & gravel w/ clay Sand & gravel Clay & gravel Hardpan Clay & gravel Tight sand & gravel - wet Sand gravel & Water Drillers Name: Cole Sullivan ATTENTION: It is the responsibility of the property owner to submit a copy of the well log to the proper authority. Municipality of Anchorage: Department of Health & Human Services and/or Department of Environmental Conservation. MatSu Borough: Department of Environmental Conservation. On -Site Water 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: OSP131403 Tax Code Number: 05711102000 Work Type: Well Permit Effective Dates: November 06, 2013 to November 06, 2014 Design Engineer: ANDERSON ENGINEERING Subdivision: T15N R2E SEC 6 Site Legal Address: T15N R2E SEC 6 SE4SE4 G:1413 Owner/Address: REMME STEVEN P & CHERYL T PO BOX 671094 CH UGIAK AK 995671094 Site Mailing Address: 38867 EKLUTNA LAKE RD, Chugiak This permit is for the construction of: N Disposal Field N Septic Tank N Holding Tank Lot Size in Sq Ft: Total Bedrooms: 1 1742400 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. �/Q-� � Received By: � � Y" ^r‘"--� � - Issued By: MUNICIPALITY OF ANCHORAGE Community Development Department Development Services Division On -Site Water & Wastewater Program Phone: 907-343-7904 Fax: 907-343-7997 ON-SITE SEWERNVELL PERMIT APPLICATION Parcel I.D. rS (/ ' /O�/�� / Property owner(s) c ' 't £h&�i. V t Mailing address I30Xt J]/CO/'q/ Site address Mile t J 6IiGi 41, Legal description (Sub'd., Block & Lot) Legal description (Township, Range & Section) ROA4147e- Day phone 6 '036 Chmijnk€ /4* 44sb 7 T Lot Size Sq. Ft. P14049 S 4.-(; 6 APPLICATION IS FOR: (® all that apply) Absorption Field Septic Tank Holding Tank Privy Private Well Water Storage 61 11514 Rae sect, 5E4 sect Number of Bedrooms Y APPLICATION IS AN: TYPE OF DWELLING: Single Family (SF) ❑ (w/wo ADU) Duplex (D) 0 Multiple Dwellings (SF and/or D) Initial Upgrade Renewal 0 THIS APPLICATION INCLUDES A VARIANCE / WAIVER REQUEST FOR: Distance: 0 0 I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal Codes. (Signature of property owneror authorized Permit/Rush Fees: 000 Date of Payment: tot a311 C % Date of Payment: Receipt Number. r Cl 19O Receipt Number: Permit No. ape lb 1403 Waiver No. Waiver Fees: Permit App_9-1-12.doc October 24, 2013 ANDERSON ENGINEERING P.O. BOX 240773 ANCHORAGE, AK 99524 522 .77731N4-1.uv,Ilit:Ei.jej,:,677i776011FAXI Building Safety Division On Site Water and Wastewater Program 4700 Elmore Street Anchorage, AK 99507 Attention: Debbie Wockenfuss Subject: Cranberry Ridge Subdivision - Case No. S11967 Aquifer Study Dear Debbie: Cranberry Ridge Subdivision is located within a mile of Eklutna Lake which furnishes the majority of the drinking water for the Anchorage Bowl. The ground elevation of the subdivision is 172' above Eklutna Lake. The lots proposed for the subdivision are in excess of 4 acres with the largest at 9.5 Acres. These lots are substantially larger than those typically found in subdivisions requiring aquifer studies. The one well currently in place on Cranberry Ridge Subdivision was constructed in May of 1994. The total depth is 242' with casing the entire depth. No bedrock was encountered in the well. The production rate of the well was measured at 20 gallons per minute. It is reasonable to assume all wells drilled in the subdivision will produce similar results due to the proximity of Eklutna Lake. Well logs from the area indicate similar production rates in wells that range in depth from 50' to 260'. Production rates in the wells are between 8 and 20 gallons per minute. We can further assume from this information that wells in the Cranberry Ridge Subdivision will produce similar results. We are proposing to place two additional wells in the Cranberry Ridge Subdivision. It is not possible due to the size of the lots to place them as recommended for a typical aquifer study. The wells will be placed at sites which will represent standard locations relative to septic system sites and home sites on typical lots in the subdivision. Each well will be pumped in accordance with AMC 15.55.060F1 to establish the sustained yield.. In addition, the well currently in place will be subjected to a 24 hour flow test. During that period the static water levels in the outlying wells will be measured for drawdown to determine whether they are operating exclusively of each other. Water quality testing from each well will be accomplished in accordance with AMC 15.55.060F2. A formal report including detailed sustained yield results for each well will be submitted once all data is gathered and analyzed. Cranberry Ridge Subdivision October 24, 2013 Page 2 Permit applications have been made for placement of the two outlying wells in the subdivision. We hereby request your approval to complete the well and water study in this manner in lieu of a formal aquifer study. Sincerely, Michael E. Anderson, P.E. Attachments .•'•��. �F q<''0 • Tract C 03 70 0 0 z CRANBEPPY PIDGE SUBDIVISION LOTS 1 THRU 10 S11967 660.8' ' o • (.%)N Tract A-2 Tract A-1 co 01 330.4 0 co Lot 1 8.911 Acres 94.3. -v tom. > 0 rn r 330.4 Lot 2 8.130 Acres 133.8' Lot 4.30,7 Acres 240,8' 134.0' Lot 10 4.733 Acres -------- 1r) 97.9' 660.8' 01 _.• Lot 3 10.371 Acres 17. Proposed In Well 1%) Lot 4 4.695 Acres 371.6' Lot 5 5.486 Acres. 663.7' Existing Well Lot 8 5.099 Acres 412.2' 657.7' Proposed Wes Lot 6 5.087 Acres 483.31 Lot 7 4.250 Acres 664.0' 1321.7' _a-- CRANBERRY RIDGE DRIVE (EASEMENT ACROSS FEDERAL LAND) 60.0' EKLUTNA LAKE ROAD •AQUIFER TEST PLAN 6 fe 5 78 1"•Ie 49th 111 ziltp311114"1144a*MICIAE:E...f7ER:0cdgie 0,0`, • /4)4. v v.: No. CE -4361 ki ........... K‘. SCALE 1" = 200' ................. ..........