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Home My WebLink AboutNEW GIRDWOOD TOWNSITE ALASKA BLK 1 LT 20New Girdwood Townsite lock I Lot 20 075-071 -22 ID STANIDE AN'I:) O RECT ON'FR, ::: : Re~istered. B~ilneii ~':oz- WWR ( ll7~ ~D ~1'[ OF NAYORAL RESOURES ~,.GepPhY'slca'l Surveys 'OF WELL:' ' NV. ~a~h Brodin ':':: D&vos ~pply [] Indu*tr ¥ Irrlg~ll arge · [] IDommarlcal Tail',Well :, ["'~ Threaded ~Welded Oepth- Weight ~.r~ lbs,/ft, ' ' fi', Dapt~*~ Stlckup ft. am: ' In.:. : 9. FINISH OF WELL~ fy'p.: . O_~en .~ole . Olamlfer, ~r! :.: Slot/Meeh 81ze: LengthL 'j-_-~ '8, et rbeJween , ft. and ft, filling , Gravel pack WA'I:ER LFVEL: ,' - fl, n']-a.~low .land zurfa~e Dote .: IELB paolf, y ,' . ,.9,1>.m. 'O'entrlfloai-/. [] Other Permit Applicant MUNICIPALITY OF ANCHORAGE ~ Health and Environmenta~ ~ Street, Anchorage, AK. Department 825 264-4720 * * * HANDWRITTEN PERMIT * * * WELL AN-B-/-OR--SN--B-I~---S~/E-4~- PERMIT ~~ Mailing Address: ~rotection ~9501 Location: Phone Number 9// Legal Description: ~caO 8 / ~.~.~f~<~O~ LOt Size7 TYpe of Soil Absorption System Is: T~ench: Drainfield: Seepage Be~: --Holding Tank:~ Maximum Number of Bedrooms: ~% Soil Rating(sq.ft/br) The Required Size of the Soil Absorption System Is: DEPTH <EENGTH GRAVEL DEPTH '~_. WIDTI=[_ The length dimension is the length(in feet) of the trench or drainfield. The depth of a trench or pit is the distance between the surface of the ground and the bottom of the excavation(in feet). There is no set width for trenches. The gravel depth is the minimum depth of gravel between the outfall pipe and the bottom of the excavation(in feet). * * REQUIRED SEPTIC(HOLDING) TANK SIZE = · ------ GALLONS * * Permit applicant has the responsibility to inform this department during the installation inspections of any wells adjacent to this property and the number of residences that the well will serve. * * * TWO(2) INSPECTIONS ARE REQUIRED * * * ~ackfil].ing of any system without final inspection and approval by this department will be subject to prosecution. Minimum distance between a well and any on-site sewage disposal system.is 100 feet for a private well or 150 to 200 feet from a public well depending upon the type of public well. Minimum distance from a private well to a private sewer line is 25 feet and to a co~nunity sewer line is 75 feet. Well logs are required and must be returned to this department within 30 days of the well completion. Other requirements may apply. Specifications and construction diagrams are available to insure proper installation. * * * PERMIT EXPIRES DECEMBER 31~ 1 9 8 2 * * * ~ c~rtify that: (1) I am familiar with the requirements for on-site sewers and wells as set forth by the Municipality of Anchorage. (2) I will install the system in accordance with codes. (3) I understand that the on-site sewer system may require enlargement if the ~es~idence is remodeled to Si gne~: ~-7~, ~ '~ include more that 3 bedrooms. Date: Municipality of Anchorage Development Services Department Building Safety Division On-Site Water and Wastewater Program 4700 Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 www. muni.org/onsite (907) 343-7904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL FOR A SINGLE FAMILY DWELLING P~rcel I.D. 075-071-22 1. GENERAL INFORMATION Complete legal description Expiration Date: NEW GIRDWOOD TOWNSITE BLOCK If LOT 20 Location (site address) 189 HIGHTOWER ROAD, GIRDWOOD, AK 99587 Current Property owner(s) TIMOTHY & LINDA BENNETT Mailing address PO BOX 574 GIRDWOOD, AK 99587 Lending agency ' Mailing address Day phone Day phone Real Estate Agent Mailing Address MATT DIMMICK Day phone 865-6520 101 W. BENSON, STE. 503, ANCHORAGE, AK 99503 Unless otherwise requested, COSA will be held by DSD for pickup. NUMBER OF BEDROOMS: 3 TYPE OF WATER SUPPLY: Individual Well Individual Water Storage Community Class ~ Public Water System Well TYPE OF WASTEWATER DISPOSAL: [] Individual On-site [] [] Individual Holding Tank [] [] Community On-site [] [] Public Sewer [] The Municipality of Anchorage Development Services Department (DSD) issues Certificates of On-Site Systems Approval (COSA) based only upon the representations given in paragraph 4 by an independent professional civil engineer registered in the State of Alaska. Certificates of On-Site Systems Approval are required for the transfer of title (except between spouses) for properties served by a single-family on-site wastewater disposal and/or water supply system. DSD also issues COSAs upon request to homeowners. Certificates of On-Site Systems Approval are valid for 90 days from the date of issue for properties served by a private or Class C well and may be reissued with new water sample results. (Certificates may be reissued for a period of up to one year with valid water samples.) Certificates are valid for one year for properties served by Class A or B wells or a public water system, The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 4. 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 868-3792 Address 20441 PTARMIGAN BLVD., EAGLE RIVER, AK 99577 Engineer's Printed Name KENNETH M. DUFFUS Date 11/0.2/2010 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 encroachments, deficiencies or discrepancies exist. bedrooms. DSD SIGNATURE !/ Approved for 3 Disapproved. Conditional approval for X Attachments: COSA Checklist Septic System Advisory Well Flow Advisory Nitrate Advisory bedrooms, with the following stipulations: ~ .eY~ . · .. ~ QN RITE ~ ~ WATERAND ~. ...-.¢.¢ ?;;~?~NT $~ Arsenic Adviso~ Maintenance Agreements Supplemental Engineer's Repo~ Other Original Certificate Date: M CipaHty of chorage DevelOpment sewiceS Depa ment Building Safety Di¥iSion On-Site Water & WaStewater Program 4700 Bregaw street P.O. Box 196650 Anchorage, AK g951g-6650 www. muni.org/onsite (907) 343-7g04 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL CHECKLIST Legal Description: ~ GIRD/WOOD TOW~NS[~E BLOCK 1, LOT 20 A. WELL'DATA Pamel ID: B= Date comPleted'0917~f82 Total depth 55 ft. Date of test Static water level Well production WATER SAMPLE RESULTS: Sanitary seal (Y/N) _ Cased to 55 ft. FROM WELL LOG 09/~f1982 12 ff. 44) g.p.m. Coliform NEGcolonies/100mLNitrate 0.393 mg/L Arsenic: ND mg/I Date of sample: 10liS/lO& 10/28/1_0 SEPTIC/HOLDING TANK DATA- PUBMC SEWER Tank Type/Material Date installed Tank size Wires' properly protected Casing' height (above ground) AT INSPECTION 23 ft. 4,7 g.p.m. Collected by: ArcTerra gal. Number of Compartments__ Cleanouts (Y/N) High water alarm (Y/N) Date of pumping Pumper C. ABSORPTION FIELD DATA- PUBLIC SEWER Date installed Soil rating (g.p.d./ft2 or ft2/bdrm) Length _ ft. Width _ ft: Gravel below pipe Eft. absorption area ft2 Monitoring tube Date of adequacy test Fluid depth in absorption field before test Elapsed Time: min. Final fluid dePth Foundation cleanout (Y/N) Depression over tank (Y/N) .System type ft. Total depth ft. (bottom of effective) Depression over field Results (Pass/Fail) in. Water added gal. in. Absorption rate >= For _ bedrooms New depth in. Any rejuvenation treatment (past 12 mo.) (Y/N & type) _if yes, give date g.p.d. Y [8+ in. LIFT STATION Date installed "Pump on" level at Datum E. SEPARATION DISTANCES Building foundation Water main Wells, on adjacent lots Size in gallons "Pump off" level at CYcles tested Manhole/AcceSs (Y/N) High water alarm level at in. Meets alarm & circuit requirements? SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tank/liE station on lot NA AbsorPtion field on lot NA Public' sewer main sewer/sePtic serVice line 2~'+ SEPARATION. DISTANCES FROM SEPTIC/HOLDiNG TANK ON LOT TO: - PUBUCSEWER Property line Absorption field Water service line Surface water Water Service line Curtain drain F. COMMENTS On adjacent lots 100'+ On adjacent lots .. PUblic sewer manhole/cleanout SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TOi-' PoBEicSEWER Property-line BUilding foundati°n water, main Surface water Driveway. parking/vehicle storage Wells on adjacent lots Utility non, objection letters attached for O~5"well encroachment: into back lot line I O' ]]fility easeme"t_ G. ENGINEER'S CERTIFICATION ~~ I certify that I have determined through field inspections and ~~.~ review of Municipal records that the above systems are in ~~~'~.~11~ conformance with MOA COSA guidelines in effect on this date. ~~ ., Engineer s Printed Name. KENNETH M. DUFFOS ~~ Date 1//02/20/0 ' ~~j~e~~f COSA Fee $490.00 '~ Waiver Fee $ Date of Payment I (/~' /[0 Receipt Number 00~"~ 1 C (Rev: 11/05) Date of Payment Receipt Number SGS Ref.# 1105823001 Client Name ArcTerra Engineering and Surveying Printed Date/Time 11/01/2010 13:39 Pro. ject Name/# New Girdwood Townsite B1 L20 Collected Date/Time 10/28/2010 10:45 Client Sample ID New Girdwood Townsite B1 120 Received Date/Time 10/28/2010 16:20 Matrix Drinking Water Technical Director Stephen C. Ede Sample Remarks: Allowable Prep Analysis Parameter Results LOQ Units Method Container ID Limits Date Date Init Microbiology Laboratory E. Coli Negative 1 100mL SM20 9223B A 10/28/10 DLC Total Coliform Negative 1 100mL SM20 9223B A 10/28/10 DLC SGS ReL# 1105594001 Client Name ArcTerra Engineering and Surveying Printed Date/Time 10/22/2010 14:05 Project Name/# New Girdwood Town Site B1,L2 Collected Date/Time 10/15/2010 12:30 Client Sample ID New Girdwood Town Site B1,L2 Received Date/Time 10/15/2010 15:30 Matrix Drinking Water Technical Director Stel~hen C. Ede Sample Remarks: Allowable Prep Analysis Parameter Results LOQ Units Method Container ID Limits Date Date Init Metals by ICP/MS Arsenic ND 5.00 ug/L EP200.8 C (<10) 10/18/10 10/21/10 NRB Waters Department Total Nitrate/Nitrite-N 0.393 0.100 mg/L SM20 4500NO3-F B (<10) 10/15/10 AYC Microbiology Laboratory E. Coli Negative 1 100mL SM20 9223B A 10/15/10 DLC Total Coliform Positive 1 100mL SM20 9223B A 10/15/10 DLC LOT 21 BLK 1 LOT 23 Sl1°05'50"W 50.14' 12" CULVERT W LL 10' UTILITY EASEMENT ~.o, EXISTING ~ HOUSE 23.5' 2ECK | -oo DECK HCP RAMP HCP RAMP 18.5' DECK GRAVEL D/W LOT 20 BLK 1 X X X X X-- LOT 19 o.7, BLK 1 GRAVEL D/W S16'36'~ -~ ,, ou.27, --~:~-.~ HIGHTowER ROAD (s~ ~ ~oA~) -~ ANCHORAGE RECORDING DISTRICT, ALASKA AS-BUILT OF: NEW GIRDWOOD TOWNSITE LOT 20 BLK 1 RECORD OF SURVEY 2003-159 SURVEY CERTIFICATE: I, John L. Schuller, Have conducted a physical survey of this property as shown on this drawing and that the improvements situated hereon are within the property lines and no enchroachments exist other than noted. Under no circumstance should any information on this drawing be used for construction offences, structures, improvements, or for establishing boundary lines. EXCLUSION NOTES: It is the owners responsibility to determine the existence of any easements, covenants, or restrictions which do not appear on the recorded subdivision plat. WORK ORDER NUMBER: I)A1F~ ! SON. E~ E-MAll* OCT 20, 2010 / 1"=20' kndeng~3k.net 1 O-- 06 4 D.^~ Ely, OHE:~KED B¥~ GRID NUMBER: BOOK/PAGE: JLS ~ SE4815 100346 ~) = FND 5/8" REBAR O = FND 5/8" REBAR W/YPC CONSULTING, INC 212 E. 51st Ave, Anchorage, AK. 99503 Office (907) 868-3791, Fax (907) 868-3793 December 5, 2010 Municipality of Anchorage Development Services Department On-Site Water & Wastewater Program P.O. Box 196650 Anchorage, AK 99519-6650 SUBJECT: WELL - NEW GIRDWOOD TOWNSITE BLOCK 1, LOT 20 The 6' casing, in good condition and located in the northeast corner of the property along Hightower Road is welded closed to prevent contamination. This welded casing has a positive slope away from it and we do not expect there to be any adverse effects from this well. If you have any questions, please contact me at 868-3792 / FAX 868-3793. Respectfully submitted, ArcTerra Consulting, Inc. 20441 PTARMIGAN BLVD · EAGLE RIVER, AK 99577-8736 · PH (907) 868-3791 · FAX (907) 868-3793 Oclober 29, 2010 Timothy A. and Linda C. Bern:err PO Box 574 Girdwood, Alaska 99587-0574 Dem' Timothy and Linda Bem~ett, Subject to your agreement to indemni~r the company as set forth below, GCI Cownnunication Crop has no objection to the well encroaching into the utili~' easement localed at the west property line of Lot 20, Block 1, New Girdwood To~amsite Alaska, also known as 189 Hightower Road, city grid 4815. This letter of non-objection in no way precludes GCI Communication Corp l¥om tull use and enj o>.~nent of any rights it may have within any portion of the utility easement and or the right-o£-way, including unlimited access for servicing its facilities. Also any additional and extraordinary costs incun'ed during any future required construction, repair or reconstruction of GCI's facilities to acconm~odate mxy or ail of the encroactnnents shall be paid by the property By signing below, you agree to indemni~: and hold GCI Communication Corp harmless, now and forever, for any damage, costs, expense (including reasonable attorney's fees), liabilities and injury to an>,' person or property' occurring as a result of the encroactunent. Please indicate your acceptance by signing and returning this letter to myself at the address below. Sincerely, Markus Kofoid OSP Design Engineer GCI Communication Corp 5151 Fairbm~ks St. Anchorage, AK 99503 907~868-6168 Office 907-868-8580 Fax Ac.ceprance Dale l,'d e98:60 01, 6~ loO ENSTAR Natural Gas Compan3~ A DIVISIO'N OF SEMC() ENERGY Engineering Department Right of Way Section 401 E. International Ai~Tport Road P. (). Box 190288 Anchorage, Alaska 9951%0288 (907) 334-7753 };AX (907) 334-7798 Oclober 29, 2010 T/mothy A. & Linda C. Bennett P.O. Box 574 Girdwood, AK 99587-0574 Grid: SE4815 Re: Letter of Non-Objection To whom it may concern: ENSTAR Natural Gas Company has no objections to the existing well, deck, and fence encroaclm~ents into the Ten Feet (10 FI') wide utility easement siutated adjacent to and coincident with the westerly boumtm.'y line of Lot 20, Block 1, New Girdwood TOwnsite Subdivision, Records of thc Anchorage Recording District, Third Judicial District, State of Alaska. Acceptance and use o:f this letter of non-objection by yourself, your heirs, your assigns, or your successors, will constitute agreement to the following stipulations: Lando~4mer/Contractor working near ENSTAR gas thcilities shall contact the Alaska Digline~ Inc., (9071) 278-3121 or 811 for line locating two (2) business days prior to any related excavation. ENSTAR will be held harmless, now and forever for any damages or injury lo any person or propeny as result of this encroachment. Any EN'STAR facility damaged or destroyed, as a result of tiffs encroachment wilt be repaired at no cosl ENSTAR. Any costs incurred by ENSTAR for special construction necessitated by this encroachment will be borne by the land owner. ~i1 applicable safety code regulations will be observed and maintained. This letter of non~objection will in no way preclude ENSTAR from full use and enjoyme~.t of its rigt!Ls within any portion of its right-of-way. Sincerely, Andrew Fraiser Righl of Way Agent ENSTAR Natural Gas Company cc~ File Dea Duffus, ArcTerra Consulting, Inc. October 29, 2010 ACS Alaska Communications Systems Linda Bennett P.O. Box 574 Girdwood, Alaska 99587 ACS has no objection to the encroachment of a well into the platted easement along the western boundary of Lot 20, Block 1 of the New Girdwood Townsite, othem/ise known as i89 Hightower Road as depicted on the drawings submitted by Arc Terra Consulting, Inc. Acceptance, (your signature below), and use of this letter of non-objection by yourself, your heirs, your assigns, or your successors, will constitute agreement to the following stipulations: ACS will be held harmless, now and forever, for any damages or injury to any person or property as a result of this encroachment. Any ACS facility damaged or destroyed as a result of this encroachment will be repaired at no cost to ACS. Any costs incurred by ACS for special construction necessitated by this encroachment will be borne by the property owner. 4. All applicable safety code regulations will be observed and maintained. This letter of non-objection will in no way preclude ACS from full use and enjoyment of its dghts within any Portion of its right-of-way. Please sign both copies, retain one copy for your use and return the other to ACS. L:.ar .~_m~t~qetwetk Engineer I11 ~',--Alaska Cdmmunications Outside Plant Engineering, MS~14 600 Telephone Ave. Anchorage, AK 99503 ACCEPTANCE SIGNATURE: DATE: Grid GWC 4815 C:tOooJment~ and Sett~ngsLL~rnlthtDe.fldo~lLeffer of' non-objection Example.doc 600 Telephone Avenue Anchorage, Alaska 99503-6091 tel 907.297.3000 UNICIPALITY OF ANCHORAGE Community Development Department Development Services Division October 20, 2010 Mayor Dan Sullivan Phone: 907-343-8301 Fax: 907-343-8200 Timothy A. & Linda C. Bennett P.O. Box 574 Girdwood, AK 99587 Reference: This is an amendment to and supersedes the determination letter dated October 12, 2010 by irma M. Cox. Dear Mr. & Mrs. Bennett: This letter is in response to your request for a determination of the nonconforming status of the property located at 189 Hightower Road. (Parcel: 075-071-22, Grid: SE4815) This determination is based upon the as-built survey provided with your request, building permit records, tax assessment records, our research, and the applicable Municipal Ordinances in place presently and at the time of construction. The following facts were established: New Girdwood Townsite Alaska, Block 1, Lot 20 was created by plat 65-70, filed on June 29, 1965. Municipal property appraisal records (CAMA) currently indicate a mixed residential/commercial on a 7,702 square foot lot. September 1, 1978 land use permit issued for a storage building. May 1, 1980 land use permit number L-513-80 issued for a porch for a single-family dwelling. September 24, 1982 aedal photo (flight 36, frame 6) shows a small structure on the northwest corner of the lot. September 28, 1982 Jand use permit number L-82-5124 issued for a new 2% story' single- family dwelling. December 13, 1983 the property was zoned R-11, Tumagain Arm District. A photo provided by applicant d§ted October 18, 1984 shows the three stow house with attached garage and the deck. An as-built survey by Lantech dated December 31, 1998 shows an existing house with a large wood deck to the south, to the west and to the east, and a gravel drive to the north. November 1, 2005 the property was re-zoned GC-7, Townsite Squsre Commercial District, The information provided by applicant indicates the use of the structure as fotlows: ,, First floor - commercial use (not currently leased)/914 sq fl · Second floor- 1 bedroom unit/914 sq ff · Third floor- 2 bedrooms unifJ510 sq ft An e-mail from Tim Bennett dated October t7, 2010 states that the deck has been cut back to the original dimensions and the height of the landing is 29" to the top of the platform, photo is attached. Anchorage Municipal Code (AMC) provisions relevant to this determination are as fotlows: Nonconforming Status determination New Girdwood Townsite Alaska, Block 1, Lot 20 Page 2 AMC 21.09.050-1 Allowable uses: GC-7 -DwelIing, mixed-use AMC 21.09.060-2) Minimum lot requirements: A minimum lot size of 6,000 square feet, and a lot width of 50 feet for all uses. AMC 21.09.060-2 Minimum yard requirements: Front yard: 16 feet minimum; 20 feet maximum [5] Side yard: Zero setback permitted on one side [3] and in accordance with 21.09.040,C.2.g,iii (D), if applicable; otherwise 10. Rear yard: 15 feet [3]: Zero Lot Line Setbacks - Where adjoining property owners agree to connect buildings or cooperate in the design of a public passageway or coudyard between them, a zero lot line side set-back is allowed on one side. [5]: Maximum Front Setback Exception - Limited portions of building frontage may, subject to administrative site plan review, be allowed to step .back further than the maximum aJlowed front setback to create small usable public spaces in the front of a building. AMC 21.09.060-2 Maximum lot coverage: Maximum lot coverage by ail buildings is 70 percent. AMC 21.09.070 L~_) Off-street parking standards: (3) gC-7 District. In the gC-7 district, on-site parking for new commercial development is prohibited. Parking for new commercial development shall be located within the adjoining right-of-way, or in community parking areas under a municipal parking agreement. Required parking for upstairs dwelling units in the gC-7 district may atso be located off-site. Any on-site parking for residential units shall be located on the side or rear of the principal building and enclosed within a garage architecturally compatible with the principal building and no closer to the street than the building's pdmary front facade. On-site parking in the rear setback is prohibited. (8) Parking surface materials: Interior roads, driveways, and par.ki.ng areas shall be paved, except paving of driveways and surface parking areas for single-family and two-family residences is not required. AMC 21.45.080JB) Dwellings and apartment buildings: 2. Multifamily dwellings. (b) One and one-half parking spaces are required for each one-bedroom unit. (c) One and one-half parking spaces are required for each two-bedroom unit, 800 square feet or less. AMC 21.4&080 Off-street parking requirements: M. Other retail estabrishments. One parking space is required for every 300 square feet of gross building area. N. Offices. One parking space is required for every 300 square feet of gross building area. AMC 21.45.070 Projections into required yards: B, Unroofed landings and stairs may project into required front and rear yards only, provided that no portion other than a light handrail shall extend higher than 30 inches above the finished grade level. The following conclusions are drawn from the above information: The lot has the minimum area and width required by the GC-7 district. Tl~erefore, subject lot is a conforming lot of record. Nonconforming Status determination New Girdwood Townsite Alaska, Block 1, Lot 20 Page 3 The structure is a mixed-use of two dwelling units and retail/office space. Pursuant to AMC 21.09.050-1 the mixed-use is a permitted use in the GC-7. The structure encroaches 9.6 and 9.7 feet into the required 10-foot north side yard setback and 6.6 feet into the required 10-foot south side yard setback. The deck encroaches entirely into the required 10 foot south side yard setback, .Since the structure and deck predate Zoninq, the_ house and deck are Le,qa] Nonconforminq Structures and are governed by AMC 21.55....040, The deck on the southwest corner of the house encroaches approximately 7.5 feet into the required 15-foot rear yard setback. The information provided by Mr. Bennett states that the deck was built at the same time as the structure. Since the deck predates zon]nq, the deck is a ~ega_l Nonconforming Structures and are ,qoverned by AMC 21.55.040. The deck on the northwest corner of the house (rear) encroaches approximately 9~0 feet into the required 'l§-foot rear yard setback. New information provided by' Mr. Bennett indicates the deck has been cut back and is 29" in height. According to the information provided, the one bedroom apartment requires 1% parking space; the two bedroom aj~adment requires 1% parking space and the retail/office space requires ,4 parking spaces. Total parking required for the mixed-use is 7 parking spaces. A parking plan was not submitted for this determination. It appears from the as-built survey submitted that there is sufficient area to provide the required 7 parking spaces. The parking spaces are located at the front of the building. Pursuant to AMC 21.09.070 states in pad "any on-site parking for residential units shall be located on the side or rear of the principal building and enclosed within a garage..." Since the parkin.q area in the front was established prior to zoning;. the front parking area is a Legal Nonconforming Characteristic of Use and is ,qoverned bv AMC 21.55.100. If the uses change, additional parking spaces may be required. The. parking area is gravel.. Pursuant to AMC 21.09.07_0(L)(8)_the. parking area is required to be. paved. Since the gravel parkJn.q area was in place prior to zonin,q, the lack of pavin,q is a Leg~ Nonconformin.~ Characteristic of Use and is governed by AMC 21.55.100. The deck on the southwest corner encroaches into the utility easement and is in vioiation of AMC 24.30.020. Please contact the Municipality of Anchorage Right-of-Way division, 343- 8240, concerning possible letters of non-objection regarding the encroachments into the easements. Note: This determination is based on the information Jisted above, which was provided by the applicant or was in the files of the administrative official. If additional information is obtained, or the information provided above is later determined to be inaccurate or false, and materially changes the conclusion herein, the administrative official may revise or revoke this determination. Anchorage Municipal Code Title 21 is available on the interact at http:/ANww, municode.com~ If l can be of further assistance, please Contact me at 343-8380. Respectfully, 'trfn~'M, Cox' ~- Land Use Plan Reviewer 8~NNE?i" ?iMOTHY A a LINDA C NEW GIRDWOOD TOWNS!TN AliAS[iCA BLK I LT 20 P O Box 574 Gixdwaod AK 99587 0576 Site 189 Hight. ewer Rd ,~:t S[ze: 7,702 [bate Changed--- i;~/id : SE4815 Hra ~ : .... Deed Changed .......... S~ateid: 0260 000087! Oate: 00~00/00 Plat : 650070 REF ~: ~kppraise:d Va! 2008: ?~?praised Va! 2009: Rpp~aised Val, 20103 Exe:?t Vai. k~e 20110; State C:edi: 20103 8esid Credi~ 20103 ?a:<ahle Value 20110: ASSESSMENT HISTORY ---La:rd .... Building- Toual--- 138,600 361,900 500,500 154,000 336,600 490,600 --E×empqiou ...... 154,000 338,600 492,600 ....... ?ype ....... 0 0 0 0 0 ~92,600 :.iv Un!+,:s: 00! Common Area: Leasehald: 0 9/' :2:8 INTERIOR FEATURES Floor :3.1 / 0 i 03/03 BUILDING DATA 8!dg Area: 2,340 Y: 8it: Elf Y:: Grade : Very Good ~ Units: Use Wall Wall Cons:to: :3.uea: T}pe: Hgt : Hater'iai: Type: 743 ~,~<- ~ Oo T-A1 Wood Joist , . ~,~ ~ .~. 6~ea ~ ~ Frame 160 Apas~iment 09 Frame T-il Seed Joist Si4 Apastment 09 Y~ame T-il Wood Joist 519 z~-m~,t aa Frame T-il Wood Joist Type: Ce:: 2<:,::d: Hot Water 9 Normal Hot WaNer 0 Normal BUILDING OTHER FEA~3RES-ATTACHED IMPROVEMENTS St~.:::::::::'e Code: Sizei: Size2: Qty: Structure Porch Covered 528 i Garage Attch-Fr 675 i Aoa :'tmon: Stora i04 i. Po:ch Open 32 I Feedback MUNICIPAL'ITY OF ANCHORAGE DIVISION OF ENVIRONMENTAL NR. ALTH DEPARTMENT OF MR.4LTH AND ENVIRONMENTAL PROTECTION APPLICATION FOR mz~LTH AUTHORITY APPROVAL CERTIFICATE ' 1. General Information Application Date / ~_./~'- /~ ~ . (a) Legal Description (include lot, block, subdivision, section, township, range) Location (address or 4irec~io~) - ... (b) ,~ztca~:s .a~ ~ ~ ~ /~-~¢..~, ~zep~o.e - ~o~ ~:z~i~.s~-~//70'7 (c) Applicant is (check one) Lending [n~tftut:fon ~; ~ter/buflder ~; (d) Lending InsCigu~ion A~ss (e) Real Estate Co. & Agent Address Telephone (f) Mail the NAA to the following address: 2. ~ype of Residence Single-Family~ Number of Bedrooms 3, Water Supply Individual Well ~ .4. Multi-Family ~-~ Other (describe) Community ~--~ Public ~-~ Note: If community well system, must have written confirmation from the State Department of Environmental Conservation attesting to the legality and status. Sewase Disposal. Note: If community well system, must have written confirmation from the State Department of Environmental Conservation attesting to the legality and status. [Page 1 of 2] !'!'i~. EnsineerinS Firm Pl:ovtdin~ Inspections~ Tescs~ File Search~ Data and In£or~ation ils certified by my seal affixed hereto and as of the validation dace show~ below, Verify thac my investigation of' Chis Health Authority Approval shows that the on-site water supply and/or wastewater disposal system is safe, f~cCion~ and ~eq~e for Che n~ber off bedrooms a~ ~pe of sCrucCure indica~ herein.. I further verify the=, based on the i~o~mCion ob=ain~ from the ~uicipaliCy of ~chorage files and from invesci~a:ion ~ inspection, the on-si=e ~er supply a~/or ~s~ewacer disposal sys=em is in c~pliance ~Ch ~1 ~nicipal a~ Sca=e codes, ordinances, Cio~ in efiacc on =he date of ~his inspecCiou. Telephone ~5 .6. (ENGINEER SEAL) Disapproved DHEP Approval Approved for ~,/c~/bedrooms Approved '~ Terms of Conditional Approval CAUTION THE MUNICIPALITY OF ANCHORAGE DEPARTMENT OF r~.ALTH AND ENVIRONMENTAL PROTECTION (DEEP) ISSUES m~.ALTH AUTHORITY APPROVAL CERTIFICATES BASED SOLELY UPON THE RF~RESENT- ATIONS GIVEN IN PARAGRAPH 5 ABOVE BY AN INDEPENDENT PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF ALASKA. THE II~EP DOES THIS AS A COURTESY TO PURCHASERS OF HOMES AND THEIR LENDING INSTITUTIONS IN ORDER TO SATISFY CERTAIN FEDERAL AND STATE REQUIRE- MENTS. EMPLOYEES OF DHEP DO NOT CONDUCT INSPECTIONS OR ANALYZE DATA BEFORE A CERTIFICATE IS ISSUED. ~%lE MUNICIPALITY OF ANCHORAGE IS NOT RESPONSIBLE FOR ERRORS OR 0MISSIONS IN T~5 PROFESSIONAL ENGINEER'S WORK. (DEEP SEAL) RR41eJ/DI8 [Page 2 of 2] 7-19-84 MUNICIPALITY OF ANCHORAGE (MOA) HEALTH AUTHORITY APPROVAL (HAA) CHECKLIST - FEBRUARY 1984 Well Classification /~---~~ If A, B, c~ C, D.E.C. Approved(Y/N) /%~,~ Well Log P~esent (Y/N) y~ Date Completed ~.tF_~/~ ~ Yield Total Depth ~-,<~'" Cased to _~-.~-' Static Water Level /F_/ Pump Set At Casing Height Above Ground /~ ~r Electrical Wiring in Conduit (Y/N) ~3 ! Separation Distances f~om Well: To Septic/Holding Tank on Lot /~./.~. . To Nearest Edge of Absorption Field on Lot /~/~ Dept~ of Grouting Sanitary Seal on Casing (Y/N)~ Depression A~ound Wellhead (Y/N)/~/~ ; On Adjoining Lots . ,; On Adjoining Lots. To Nearest Public Se~r Line /'~o z ~ To Nearest Public Se~r Cleancut/Manhole ~ ~/ ...... ~~~ ~rv~ Li~ on ~t Water S~le Colle~ed B~.~~",~te ///~/.~ ~ Water S~le Test ~sults ~S~V~E~, '' ~t CO~ nts SEPTIC/HOLDING TANK DATA Date Installed .~J/~ Size No. of Co[%~a~tn~nts Standpipes (Y/N) Air-tight Caps (Y/N) Foundation Cleanout (Y/N) Depression over Tank (Y/N) Date Last Pumped Pumping/Maintenance Contract on File (Y/N) ; for Holding Tank High-Water Alarm (Y/N) Temporary Holding Tank Permit (Y/N) Separation Distances f~cm Septic/Holding Tank: To Water-Supply Well To P~operty Line To Water Main/Service Line Course To Building Foundation To Disposal Field To Stream, Pond, Lake, c~ Major D~ainage Co'~,l~nts ReCeipt / Date Paid: ' ' " Amount: [Page 1 of 2] 2-15-84 Co ABSORPTION FIELD DATA Soils Rating in Absorption St=ata Date .Installed Width of Field Square Feet of Abso~-ption A~ea Depression over Field (Y/N) Results of Last Adequacy Test ~/~ Type of System Design Length of Field Depth of Field Gravel Bed Thickness Standpipes P~esent (Y/N) Date of Last Adequacy Test Separation Distance from Absorption Field: To Water-Supply Well To Building Foundation Lot To Water Main/Service Line To P~operty Line To Existing or Abandoned System on ; On Adjoining Lots To Cutbank(if present) To Stream/Pond/Lake/c~ Major D~ainage Course To D~iveway, Parking Area, o~ Vehicle Storage Area Cormzents D. LIFT STATION Date Installed Size in Gallons "P~t¥ On" Level at High Water Alarm Level at Tested for Electrical Codes (Y/N) Dimensions Manhole/Access (Y/N) "Pump Off" Level at Vent (Y/N) Pumping Cycles du~ing Adequacy Test. Meets MDA Cold,tents ** Check Permitted Beclrccra Rating Against HAA Request I certify that I have checked, verified, or c~nfor~ed to all MOA HAA Guidelines in effect on the da%~ of this. inspection. Signed~'~ ~~-f Date /~/~.//3~/c Company ~L~ / MOa No.~-~2~'.Do '/ KB1/d5/s [Page 2 of 2]