The URL can be used to link to this page

Home My WebLink AboutT13N R3W SEC 13 W2NW4NE4NW4SE4NE4 PARCEL 3-4* ti $U5,5,. r k - 2 � c= E ri 4 OWNER DFLAND: Ronald & Susan Howells ADDRESS: O4UDDubenAve. Anchorage, AK 99504 LEGAL DESCRIPTION T13NR3VVSEC 13 VV2NVV4NE4NVV4SE4NE4Parcel 3-4 DATE: 9-36'17 PERMIT NUMBER: OSp171133 DATE opISSUE: 6-14-17 TAX IDENTIFICATION NUMBER 00605508800 |swell located atapproved permit location: LXJYes| |No F7 �� Method of Drilling: &\Juirrotary L_Jcab|etoo| Depth ufWell: 124' [asinDType: Steel Wall thickness .250 inches Diameter: 6 inches' depth 124 feet Liner type Static Water Level: 37 feet Recovery Rate 60 [71V\j gpm F| 0ph Method ofTesting Air Well Intake Opening Type: i/Uopen end | |openho|e F� Screened Start feet Stopped �� Perforations Start feet Stopped Grout Type: Bentonite Volume: 50 lbs Depth: from 2 feet'to 42 feet Well Disinfected Upon Completion: V\|yes F-1 no Method of Disinfection: Chlorine 50 PPK8 Comments: Bore Hole Data Casing Stickup Overburden Silty Sand 8'Gravel Brown Clay &Gravel Silt w/Gravel Silty Water Clay 8'Gravel 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 ofEnvironmental Conservation. K4atSuBorough: Department ofEnvironmental Conservation. Well Drilling Permit Number: SVV Pump Installation Log *SP171133 Date of Issue 6-14-17 Attention: The pump installer shall provide a pump installation log to the DSD within 30 days of pump installation. ,N'"P""rkMUNICIPALITY OF ANCHORAGE ent is m 27, \ On-Site Water&Wastewater Program tia Sc� r *' PO Box 196650 4700 Elmore Road Anchorage,Alaska 99519-6650 Phone:(907)343-7904 Fax:(907)343-7997t.t .r httpa/www.muni.org/onsite �� (Tar(Anent H 4NCH ORPGF On-Site Water System Permit Permit Number: OSP171133 Effective Date: 6/14/2017 Work Type: Well None Expiration Date: 6/14/2018 Tax Code Number: 00605508000 Site Legal Address: T13N R3W SEC 13 W2NW4NE4NW4SE4NE4 PARCEL 3-4 G:1241 Site Mailing Address: 8400 DUBEN AVE, Anchorage Owner: HOWELLS RONALD A & SUSAN A Lot Size in Sq Ft: 13619 Design Engineer: GARNESS ENGINEERING GROUP LTD Total Bedrooms: 3 This permit is for the construction of: ❑ Disposal Field ❑ Septic Tank ❑ Holding Tank 0 Privy 0 Private Well 0 Water Storage All construction shall 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 shall notify the Development Services Department per AMC 15.65. Provide notification by calling (907) 343-7904 (24/7). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather shall be either: a. Opened and Closed on the same day, or b. Covered, sealed, and heated to prevent freezing Special Provisions: To close this permit, please submit the following: 1. Well log 2. Pump install log 3. Water sample results 4. Letter stating cistern has been decommissioned. /9' Received By: Date: /- Issued By: ll.l iV`P.,f',c''A Gifuji Date: � � aC 1 Municipality of Anchorage Irlr. i Department P.Q. Box 196650 • 4700 Elmore Road Anchorage, Alaska 99519-6650 • (907) 343-7904 • Fax (907) 343-7997 http:!lwww.muni.ord/Onsite Development Services Division On-Site Water and Wastewater Program **** VARIANCE/WAIVER REVIEW **** Waiver#: OSV171049 COSA#: OSC171238 Permit#: OSP171133 PID#: 006-055-08 Legal Description: T13N R3W Section 13 W2NW4NE4NW4SE4NE4 Parcel 3-4 Engineer: Garness Engineering Group Applicant: Ronald Howell Your request for a waiver of the required 75 feet horizontal separation from the community sewer line for the adjacent lot (T13N R3W Sec 13 E2NW4NE4NW4SE4NE4) to the private well for this lot has been approved. The approved separation distance is 50.0 feet. In addition, your request for a waiver of the required 100 feet horizontal separation from a community sewer line cleanout for T13N R3W Sec 13 E2NW4NE4NW4SE4NE4 to the private well for this lot has been approved. The approved separation distance is 50.0 feet. This waiver approval applies to the proposed private well only. Any future upgrade to the private on-site systems 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. Z Adjacent properties are not affected by this waiver. Waiver is Granted: X Waiver is not Granted: Date: 6//if/o/' e 17 Approved by: iteee 4 (alt-Te-/-/ Name of Reviewer *'k'k* VARIAN C EIWAIVE R REVIEW **** DIVIUHMpAUTV OF AHC HORAO[ Community Development Department Phone: 907-343-7904 Development Services Fax: 907- 343-7997 On -Site Water & Wastewater Program Mayor Dan Sullivan On -Site Sewer/Well Permit Application For A Single Family Dwelling Parcel I.D. 006-05-508 Property owner(s) Ronald Howell Day phone 227-2070 Mailing address 8400 Duben Ave. "Anchorage, AK 99504 Site address 8400 Duben Ave. 'Anchorage, AK 99504 Legal description (Sub'd, Block & Lot ) Legal description (Township, Section & Range) T1 3N, R3W, Section 13, W2NW4NE4NW4SE4NE4, PARCEL 3-4 Lot Size APPLICATION IS FOR: ( ® all that apply) Absorption Field ❑ Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well Water Storage ❑ Sq.Ft. Number of Bedrooms 3 APPLICATION IS AN: Initial ❑ Upgrade Renewal ❑ THIS APPLICATION INCLUDES A VARIANCE/ WAIVER REQUEST FOR: PRIVATE WELL TO COMMUNITY SEWER LINE `S C/3 TYPE OF DEWELLING: Single Family (SF) (w/wo ADU) Duplex (D) ❑ Multiple Dwellings ❑ (SF and/or D) Distance: 50 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: 0;-1 S I Waiver Fees: Date of Payment: Date of Payment: bcJ G� 112g Receipt Number: 0141AN Ci Receipt Number: Permit No. a5 I�1 I �rJ Waiver No.y_'t� V 1 r] 0 cj C) Li (Rev. 01/11) tti 111811111-CS. GARNESS ENGINEERING GROUPLtd 4(f-"7"x"'" " " CIVIL&ENVIRONMENTAL ENGINEERS Dea�er June 6, 2017 Municipality of Anchorage Development Service Department On-Site Water & Wastewater Program 4700 Elmore Road Anchorage, AK 99507 Ref: Proposed Well for T13N, R3W, Section 13, W2NW4NE4NW4SE4NE4, Parcel 3-4 To whom it may concern: The existing 3 bedroom house is served by a private drinking water source (appears to be a cistern) and public sewer. The existing source for drinking water is not an approved well. We are proposing to drill a new well (see attached site plan) and decommission the existing drinking water source. Per email from AWWU (attached) the property is not stubbed for a public water connection. We are unaware of any adverse impacts this installation would have on adjacent wells or septic systems. In addition, we are requesting that your department issue a waiver (50 feet) from the required separation distance of 75 feet from a private well to community sewer line and 100 feet to a clean- out on a community sewer line. The subject sewer line services a single multi-family dwelling, however, it is more reasonable to treat it as a private sewer line, which only has a 25 foot required separation distance to private wells. In short, it is reasonable to believe that there is minimal risk associated with the proposed encroachment. If you have any questions, please contact us at 337-6179. Thank you. incere , /ow - rey . P.E., M.S. Presid:n 3701 East Tudor Road,Suite 101 `Anchorage,Alaska 99507-1259 Phone: (907)337-6179*Fax: (907)338-3246 Website: www.garnessengineering.com David Garness From: Curtis, Nick J. <Nick.Curtis@awwu.biz> Sent: Thursday,June 1, 2017 1:24 PM To: David Garness Subject: RE: Connect Card (8400 Duben Ave *Anchorage,AK) Attachments: 8400 Duben Ave - Water RD.tiff Hi David, I cannot find anything that shows that this property is stubbed. I checked the connect cards, water main record drawing, and our mapping system no of which showed a stub. On the record drawing for the water main, it did show a well on the property so I have attached that drawing. If there is anything else you need, please let me know. Thank you, Nick Curtis Engineering Tech II Anchorage Water& Wastewater Utility Direct: 907-564-2708 Nick.Curtis(aawwu.biz Excellence Through Innovation www.awwu.bir Dil From: David Garness [mailto:David@garnessengineering.com] Sent: Thursday, June 01, 2017 12:54 PM To: Curtis, Nick J. Subject: Connect Card (8400 Duben Ave *Anchorage, AK) Nick, Could you please send me the sewer connect card for 8400 Duben Ave and confirm if is it stubbed or not for water? If you have any questions, please give me a call.Thank you Sincerely, David Garness, E.I.T. Consultant Garness Engineering Group, Ltd. 3701 E. Tudor Road, Suite 101 Anchorage, Alaska 99507 Phone: (907) 337-6179 Fax: (907) 338-3246 Mobile: (907) 632-4528 Website: www.garnessengineering.com 1 • Register 220, JANUARY 2017 ENVIRONMENTAL CONSERVATION (3) "alternate soil absorption system" means a method of soil absorption treatment and disposal other than a conventional soil absorption system; "alternate soil absorption system" does not include holding tanks or nonwater-carried disposal methods such as composting, incineration,or privies; (4) "approved" and "approval" mean approved by, or the approval of, the department by means of written letter, electronic mail, or facsimile transmission; (5) repealed 5/12/2016; (6) "bed" or"bed system" means a soil absorption system that is a level excavation, wider than three feet, that contains at least one line of distribution piping, and the bottom area of which is the infiltrative surface; (7) "biochemical oxygen demand"means the amount, in milligrams per liter,of oxygen used in the biochemical oxidation of organic matter in five days at 20°C; (8) "cesspool" means a subsurface pit that receives untreated sewage; (9) "cleanout" means an appurtenance on a community sewer line designed to provide access for the purpose of removing deposited or accumulated materials; (10) "collection and pumping system" or "collection system" means a system of pumps, conduits, or both that transports domestic wastewater from the facility where that wastewater is generated to a domestic wastewater treatment works; "collection and pumping system" or "collection system" (A) includes (i) gravity, pressure, and vacuum sewers, including associated appurtenances such as manholes and cleanouts; (ii) pump or collection stations; and (iii) a collector sewer, regardless of ownership of the land on which it is installed; and (B) does not include a private sewer line; (11) "collector sewer" means a sewer line used as a common receiver of sewage from more than one sewer service line; (12) "commissioner" means the commissioner of the Department of Environmental Conservation; (13) "community sewer line" means that portion of a sewerage serving (A) one or more multi-family dwellings; (B) a mobile home park, a trailer park,or a recreational vehicle park; 65 • i DUBEN AVENUE +t N ❑KVu — r C 1 Z Cn M M r".":"N::////4 m EAST 3RD AVENUE / (11\ SCALE. ~ 1"=100' Of.S% ',1 4.4t1\\'`..''''''' '' '''''''''' • GARNESS ENGINEERING GROUP, LtdN. 174t1 4'' X1 �'* •• • CIVIL&ENVIRONMENTAL ENGINEERS • / ' ' • 3701 E.TUDOR ROAD,SUITE 101'ANCHORAGE.AK 99507'PHONE(907)337-6179•FAX(907)338-3246'WEBSITE:www.gamessengineeriing.com �•+••••>r,•� •• •• ; PREPARED FOR: PHONE NUMBER: PAGE NUMBER: • ie f'., • Ga ness RONALD HOWELL 227-2070 1 OF 2 �1Gi • 79 ?., PROJECT/LEGAL DESCRIPTION: DRAWN BY: ♦♦�L� b .4' I�}'•••••� T13N, R3W, SECTION 13, W2NW4NE4NW4SE4NE4, PARCEL 3-4 L.K.B. ♦ Fp •'(��, .' TYPE OF WORK: DATE: I LICEN�,,,g/t„S`,.•� • SITE PLAN 6/6/2017 41AECC884 1 APPROXIMATE LOCATION OF WATER MAIN PER AWWU RECORD DRAWINGS 1 D U B E N AVENUE 20'(PER AWWU RECORD DRAWINGS) APPROXIMATE LOCAITON OF SEWER MAIN PER AWWU '1,..-`...- r --- -^ - i .-- -----------------1-- RECORD DRAWINGS ---- .—•------------ i -- .'S'(PER AWWU RECORD DRAWINGS) • ...:r�- MH• 1 - - ', X �. APPROXIMATE MANHOLE i .' ----- �' LOCATION PER AWWU / 4.' /_— �''__ 30'EASEMENT RECORD DRAWINGS j APPROXIMATE LOCATION OF .� •r• ,, . EXISTING WATER SOURCE \Z `� / --- -t : 1 -TO BE DECOMMISSIONED ' \ /APPROXIMATELOcATIONOF • COMMUNITY SEWER LINE 1./ ••.;.� •••'---- �•� PER AWWU CONNECT CARD 'I /. •r I i 1 • \ 1 / .. / • \ 1 11 I i 1 1 GLENNPHILL;LOT 1 ! I "1...f 1- •.a. I 3 PROPOSED 50'WELL RADIUS I 1 rl 1 i 1 I BEDROOM 1 1 1 k HOUSE J� MULTI FAMILY PRIVATE SEWER LINE7'7- ; 1 I O DWELLING / / j \1 tvy a / r 1 ` ,s' 1T /� % r oil \j\\ \11 `'\ 4Q0 m T13N,R3W,SEC,?3 ' 1`1 .\ d r GLENNPHILL;LOT 2 E2NW4NE4NW�84NE4 �s 1� ,� ISHEDI 0 �' % \ � a — ` \ • . i f��\ IA CC CO WINN;LOT 2A iQ GLENNPHILL;LOT 3 Z H WINN;LOT to N = J GLENNPHILL;LOT 4 SCALE: LU I SEWER LINE IS NOT A CONCERN ii 7'=40' _ I • GARNESS ENGINEERING GROUP, Ltd `4. •• 4, , 'N •=* �% CIVIL&ENVIRONMENTAL ENGINEERS , .. f r M 3701 E TUDOR ROAD,SUITE 101'ANCHORAGE.AK 99507'PHONE 1907)3376179'FAX(907)336-3246'WEBSITE:www.garnessengineenng.com , I I h..w PREPARED FOR: PHONE NUMBER: PAGE NUMBER. 0 tr`; -�1 rey •.eamess•:: 4�. RONALD HOWELL 227-2070 2 OF 2 ' - / C1-79153 - PROJECT/LEGAL DESCRIPTION: DRAWN EY. •#t..<%......'..••� l741 ri:"..(§3-47 ` T13N, R3W, SECTION 13, W2NW4NE4NW4SE4NE4, PARCEL 3-4 L.K.B. •••• ••• ••!....,' \,'44. TYPE OF WORK: DATE. ESS\ • LICENSE 1 Y k,,4 DESIGN DRAWING 6/6/2017 *AECCe84 1