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Home My WebLink AboutEARLES LT 7Earl #012-242-07 On-Site Water System Permit MUNICIPALITY OF ANCHORAGE Development Services Department OmSite Water & Wastewater Program 4700 Elmore Road, PO Box 196650 Anchorage, AK 99519-6650 Telephone: (907) 343-7904 Permit Number: OSP121363 Tax Code Number: 01224207000 Work Type: Well Initial Permit Effective Dates: October 19, 2012 to October 19, 2013 Design Engineeri GARNESS ENGINEERING GROUP LTD Subdivision: EARLES Site LegalAddress: EARLES LT 7 G:2226 Owner/Address: S & L INVESTMENTS LLC PO BOX 111512 ANCHORAGE AK 995111512 Site Mailing Address: 7730 Huckleberry ST, Anchorage Lot Size in Sq Ft: 13500 Total Bedrooms: 3 Department This permit is for the construction of: N Disposal Field N SepticTank N Holding Tank N Pdvy 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 cede 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. ! / MUNICIPALITY OF ANCHORAGE Community Development Department Development Services On-Site Water & Wastewater Program Phone: 907-343-7904 Fax: 907- 343-7997 Mayor Dan Sullivan On-Site Sewer/Well Permit Application For A Single Family Dwelling Parcel I.D. Property owner(s) ALEXANDER HOME CONSTRUCTION, LLC. Mailing address PO BOX 110544 *ANCHORAGE, AK 99511 Site address NHN HUCKLEBERRY STREET *ANCHORAGE, AK Day phone 850-6211 Legal description (Sub'd, Block & Lot ) EARLES S/D LOT 7 Legal description (Township, Section & Range) Lot Size Sq. Ft. Number of Bedrooms APPLICATION IS FOR: APPLICATION IS AN.' TYPE OF DEWELLING: ( [~J~.ll that apply) Initial [] Single Family (SF) [] Absorption Field [] Septic Tank [] Upgrade [] (w/wo ADU) Renewal [] Duplex (D) [] Holding Tank [] Multiple Dwellings [] Privy [] (SF and/or D) Private Well [] Water Storage [] THIS APPLICATION INCLUDES A VARIANCE/WAIVER REQUEST FOR: N/A Distance: - I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal codes. GARNESS ENGINEERING GROUP, Ll.d. (Signature of property owner or authorized agent) Permit/Rush Fees: Date of Payment: Receipt Number: Permit No. Ooso Waiver Fees: Date of Payment: Receipt Number: Waiver No. (Rev. 01/11) GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS & GENERAL CONTRACTORS October 10, 2012 Municipality of Anchorage Development Service Department On-Site Water & Wastewater Program 4700 Elmom Rd. P.O. Box 196650, Anchorage, Ak 99519-6650 (907) 343-7904 Reft Eaxles Lot 7. Request for Well Pemfit; The referenced property is currently vacant and the owner is proposing to construct a 3 bedroom home on the lot. He is proposing to have the home be served by a private well and AWWU sewer. There are no AWWU water mains in close proximity of the property, eliminating the option of connecting to AWWU water. Per the AWWU drawings and our site plan, the separation distance between the proposed well and sewer mains and manholes is greater than 75 feet and 100 feet respectively. At this time we request that your department issue a well permit for the subject lot. If you have any~questions, please contact us at 337-6179. Thank you for your assistance. Se-f~e~/~, P.E., M.S. Presi~eP/t -- 3701 E. Tudor Road, Suite 101 * Anchorage, AK 99507-1259 Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: www.garnessengineering, com I i EARLES LOT 2 I I T12N. R4W, OSMOND OLSEN I STRAWBERRY I W2,NW4,NE4, NW4,NW4 S/D LOT 2 I PATCH S/D EARLES S/D BLOCK 1, LOT I LOT 3 I I EARL.ES S/D / I I LOT ~ , I I oB OHO I I I I ~A~L~S S/~ II I ~OT B ' ~s~PnC AB~_D I STRAWBERRY I~ i EARLESLOT BS/D~ -- ~ ~/' OSMOND OLSEN I PATCH S/D I I PUBLIC-~'EWER B/D 10T 4 I BLOCK 1, LOT 2 ~ I -' r' ~ PROPOSEO ~ j PUBliC SEWER & I sEw~ f~ --~Y--,m, %\ T12N, R4W, i ~I/ / ~' ...... '~,.~.~?~ ~ I I ~ t I PUBL,C s'k.~.._ _ GARN.ESS ]ENGINEERING GROUP, Ltd. ~I"' , , ALEX SNEOIREVI830-6211 I 1 Of 2 .p~pE;;~ELw;~: D LOT 7 DSEO:C 1 2 I g-ARE.ES S/D LOT 6 ~.- WELL DRILLER MUST FIELD pLIBUC SEWER iLL VERIFY SEPARATION DISTANCES PRIOR TO ~I DRILLING. < / / ~ I PROPOSED S~E¢ -- ~ SERVCE LNE ~ ~ / . ~ / / o~ s~..~,. / ~ -- -- --'-- -- -- ~ m 1" = 30' I ~. 78TH AVENUE ENOINEERINg GROUP, Ltd. CONS ULTAN~ & G~N ~AL CONTRACTORS ~;[x,aoaa .ou~ cousTuacnos. LLC. 830--6211 2 0F 2 LEGAL DESCRIPTION: D~WN "V: X'~ m % WELL DESIGN 10/10/201 . : : ' ~=:: - : ': ':::: ::::::::::::::'::::: ::::::::::' : : . 7': .::::::!::::' -~'Z~E::: : 7 :~' ~ ~_:::':::::;::::= ....... : ~::::. ~ ~ ~ : : ': .~:~ ::::::': ' ':'..::.:.~'.'.::::::,: -; ~ ~ L :. .... : ~ ~ ': : ..... ~' "'~':'~:: · : · ~ . · : ......... ~ m , . ........ ~:~-, . ................ , , .~;-~ ...... [ ~ ~,.~ . , [~ ~ ~,~.~, ~. . 20 · : ~ {~ . ., . · - -12~ ....... ~ ~ , '~:, '.: ' ": ...... ~ ' '~ .-~ : : "" ':¢~e*'*:~::~*::.::.. "' , ~ 1 ............................ 4 M ...... . ........... , ~: ~_~_:: . _ _ ~; _ --::~:':~ ':'::~:~- : :'::~ .~.. CD. c~o ¢~ ~ :..., : · , . ......... ~ : ~ ,. [:: ........... : :. :,:: :.:: :i:: : ~ , S ........... . . ........... ,o : :~m,~. : ~." ,~ ..:.:: ~ ::':'::::::' : :::: ~...~ . . .............. o~oo ' t+oe': .: 2;0o', .: ::' 3~ · :: :::: :: :::~'~oe: ::::::::::::...::' 5+00. ~: · 6¢ou · : ; :.¢~e:.:: : :~,:::~?,~ ~ooa: ~:E~8~:::~.L ~:::- z;eO~: :~::~ :~ :.~+OON ~ : ~ 4 }~ ? FE~:'~;'8~:;:: ~ i 6;~N:' : ~.., , ~, ANCHORAGE WATER ~ WASTEWATER U~LITY ~1921 .... A .... ~ EARLES L.I.B 144 '~F~;* PLAN AND PROFILE �1b6189707 r H i �i` ION ! ® Municipality of Ancho � �s�� z On -Site Water and Wastewater Pro rE JAN 2 3 2020 (907) 343-7904 6'A F E T. �a A., CERTIFICATE OF ON-SITE SYSTEMS OV O1 6 9 b Parcel I.D. 012-242-07 Expiration Date: 1. GENERAL INFORMATION Complete legal description Earles Lot 7 Location (site address) 7730 Huckleberry St Current Property owner(s) Timothy J Darnall Day phone 907-341-7318 Mailing address Real Estate Agent 7730 Huckleberry St 2. TYPE OF DWELLING: ® Single Family (w/wo ADU) ❑ Duplex ❑ Multiple Dwellings (Single Family and/or Duplex) Day phone 3. NUMBER OF BEDROOMS: 3 TYPE OF WASTEWATER DISPOSAL: 4. TYPE OF WATER SUPPLY: Individual ❑ Individual Well ® Holding Tank ❑ Individual Water Storage ❑ Community ❑ Community Class _Well ❑ Public Sewer Public Water System ❑ WaiverNariance request for: Received by: COSA to be released to the engineer, unless otherwise requested by the engineer. COSA Fee $ 6q*80 Date of Payment 1 lag Jaa ao Receipt Number COSA# (AG�Lo Ion Date: Waiver Fee $ Date of Payment Receipt Number Waiver # Distance: 5. STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation, based on procedures outlined in the Certificate of On -Site Systems Approval Guidelines for this application, shows that the on-site water supply and/or wastewater disposal system is (are) safe, functional and adequate for the number of bedrooms and type of structure indicated herein. I further verify that based on the information obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-site water supply and/or wastewater disposal system is(are) in compliance with all applicable Municipal and State codes, ordinances, and regulations in effect at the time of installation. Name of Firm ARCTERRA CONSULTING, INC. Phone 696-6111 Address 20441 PTARMIGAN BLVD., EAGLE RIVER, AK 99577 Engineer's Printed Name KENNETH M. DUFFUS Date Engineer's Comments: This investigation was completed in compliance with ADEC and MOA regulations. The assessment of the condition of the well and septic applies only to the conditions as of the day tested. The flow and absorption rates may change due to subsurface conditions that may not be observed from the surface, changes inland use, local soil characteristics, groundwater levels that may fluctuate during the year and the water usage of the family being served by the system. The operational life of all well and septic systems are subject to these various and dynamic characteristics and are outside the control of the evaluator of the well and septic system. Therefore, ArcTerra can not give any estimate of how long a system will function satisfactory for current or future � �\ occupants or can ArcTerra guarantee that no unseen � -- or aL\ encroachments, deficiencies or discrepancies exist. c�v �XQlT117C_ �j 6. DSD SIGNATURE System #1 Approved for � System #2 Approved for Disapproved. Conditional approval for Pis KENNETH \ qC bedrooms. 7 Is Ale bedrooms. ,r� o z``1.► bedrooms, with the following stipul{' ns: kkkkk r(y°rrF WA7-E,-? A7-Ep IV! V! 1 l t Original Certificate Date: 7Ci Z0 The Municipality of Anchorage Development Services Division (DSD) issues Certificates of On -Site Systems Approval (COSA) based only upon the representations given in paragraph 5 by an independent professional civil engineer registered in the State of Alaska. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. n r,� 7. ATTACHMENTS: COSA Checklist X Nitrate Advisory Septic System Advisory Well Flow Advisory COSA blue sheet 10-10-12.doc Arsenic Advisory �c Other rr "ti rR t h I COSA Checklist Legal Description: Earles Lot 7 Parcel ID: 012-242-07 If more than 1 septic system on lot: COSA Checklist # of Structure served by this system 1 A. WELL DATA Well log is filed th-e 'te (or attached) Date drille i t - i (P.- 12 Total dep h 3 0� ft �j Q o Cased t 3 p2 --ft Sanitar eal is functioning correctly Wires are properly protected Casing height (above ground) 36 in. Date of flow test for COSA 1/6/20 Static water level at beginning of test 77 ft. Comments B. TANK DATA Age of tank(s) years Tank type/material Measured operating fluid level in septic tank ❑ Standpipes/foundation cleanout per record drawing Date of pumping D. ABSORPTION FIELD DATA Public Sewer Which system tested (date installed) ❑ ALL standpipes present pet record drawing Total measured depth from grade ft (max) Measured depth to pipe invert from grade ft (min) ❑ N/A — pressurized field ❑ Monitor tubes go to bottom of effective. If not, state depth into'effective ❑ Code -required soil cover over field ❑ System presoaked (Required if vacant for greater than 30 days prior to date of test) Gallons introduced gallons Comments/Deficiencies: COSA Checklist yellow sheet Well production at time of test 6.1+ gpm Water storage tank volume gallons Well disinfected for coliform test? ❑ Yes No Coliform bacteria is Negative Nitrate mg/L Nitrate less than MRL (ND) Arsenic 15'0 /L u g E] Arsenic less than MRL (ND) Collected by Arcterra Consulting Date of Sample 1/6/20 C. LIFT STATION ❑ Required maintenance completed Age of lift station years Lift station material Comments: Adequacy test date Results ❑ Pass For bedrooms Fluid depth prior to test in Water added gal New depth in Elapsed time min Final fluid depth in Absorption rate and Any rejuvenation treatment (past 12 months) If yes, enter date E. SEPARATION DISTANCES From Private Well on Lot to: (Please enter distances if less than required or if community well) Septic Tank/Lift Station on Lot > 100' ❑ Yes if No Community Sewer Manhole/Cleanout > 100' ® Yes if No ft ® Yes if No ft Neighboring Tank > 100' ® Yes if No ft Private Sewer/Septic Line > 25'k] Yes if No ft Absorption Field on Lot > 100' ® Yes if No ft Holding Tank > 100' ® Yes if No ft Neighboring Absorption Fields > 100' if No ft Animal Containment > 50' ® Yes if No ft ® Yes if No ft ft If septic tank is under driveway comment below Manure/Animal Excreta Storage > 100' Community Sewer Main > 75' ® Yes if No ft ® Yes if No ft From Septic/Holding Tank on Lot to: (Please enter distances if less than required) Building Foundations > 10' ❑ Yes if No ft Surface Water > 100' ❑ Yes if No ft Property Line > 5' ❑ Yes if No ft Wells on Adjacent Lots: ❑ Yes Absorption Field > 5' ❑ Yes if No ft Private Wells > 100' ❑ Yes if No ft Water Main > 10' ❑ Yes if No ft Community Wells > 200' ❑ Yes if No ft Water Service Line > 10' ❑ Yes if No ft If septic tank is under driveway comment below From Absorption Field on Lot to: (Please enter distances if less than required) Building Foundation > 10' ❑ Yes if No ft If absorption field is under driveway comment below Property Line > 10' ❑ Yes if No ft Wells on Adjacent Lots: Water Main > 10' ❑ Yes if No ft Private Wells > 100' ❑ Yes if No ft Water Service Line > 10' ❑ Yes if No ft Community Wells > 200' ❑ Yes if No ft Surface Water > 100' ❑ Yes if No ft F. ENGINEER'S COMMENTS G. ENGINEER'S CERTIFICATION I certify that I have determined through field inspections and review of Municipal records that the above systems are in conformance with MOA COSA guidelines in effect on this date. COSA Checklist yellow sheet DEVELOPMENT SERVICES DEPARTMENT On -Site Water and Wastewater Section www.muni.org/onsite Arsenic Advisory Certificate of On -Site Systems Approval # OSC201022 Subdivision: Earles, Lot 7 907-343-7904 Fax: 343-7997 A water sample revealed an arsenic concentration of 15.0 micrograms per liter (ug/L). The Environmental Protection Agency (EPA) has established a maximum contaminant level (MCL) of 10.0 ug/L for public drinking water systems. While private wells are not subject to this regulation, EPA standards are based on existing health information and can therefore be used to gauge the relative quality of water from private wells. Information on arsenic is available from the On -Site Water and Wastewater Program website (www.muni.org/onsite) or at 343-7904. This advisory must be attached to all copies of the subject Certificate of On -Site Systems Approval. Mailing Address P C) Box 196650 *Anchorage, Alaska 99519 6650 * www` muni 0rg