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Home My WebLink AboutROLLING HILLS ESTATES BLK E LT 1BRolling Hills Estates Block E Lot 1 B #011-072-48 Municipality of Anchorage ' . Development Services Department .e Building Safety Division On-Site Water 8 Wastewater Program, 4700 Bragaw St.' P.O. Box 196650 Anchorage, AK 99519-6650 www.cl.anchorage.ak.us (907) 343-7904 Page 1 or 3 On-Site Wastewater Disposal System and/or Well Inspection Report Permit Number. SW060382 PID Number. 011-072-48 Nome: MATT MATHEWS Wastewater System: ■ New 0 Upgrade Address: 2804 W. NORTHERN LIGHTS a ANCHORAGE. AK 99517 ABSORPTION FIELD Phone: No. of Bedrooms: (907) 244-5270 4 ■ Deep Trench D Shollow Trench O Bed D Lound D Other LEGAL DESCRIPTION S.4 Ito": : 1 2 T001 Depth f1e�w ed°"" °o0i cn/sa. R SEE DWG. rL Block: Lot: Subdivision: E 1 B ROLLING HILLS EST. DWh to pi" bo lrpn "r W 9�: Ge.N depth beneath pipe: SEE DWG. rL 7 rL Township: _ Range: _ Section: rill eadw see.. ON" grade: an el kngU: _ SEE DWG. rL 37 n WELL: ■ New I] Upgrade Garel eldln: 2.5 Nwm WW. - D'atanr bot. pra betse: 1 — Ckwwl.[algn PAwA., Ae.0 : Tald Depth: Card Tort Telal eeewption ena: n it PO mvlerbl: PRIVATE 160 n. 160 n. 504+ so. re D 3034/ F-810 Drflw HEFTY DRILLING Dol. DNNM: 2/9 2007 Slake waw terw: 121 YwlalNr: BRIAN HARTEN Dole bwlalNe: 3/28/2007 rt r+a: al ft p.ewpUNsN crag Nw".01Asa. cr a : 7 cft KOWN n 2 rL TANK SEPARATION DISTANCES ■Septic OHolding OS.T.E.P. 0Other Z io Septic Absorption Lilt Holding ublk/PrNote NO""lO�'"'r CapapNr In 9OVene: Tank tela Station Tank seew unee ANCHORAGE TANK 1500 Well 100'+ 100'+ — — 25'+ .1wn : STEELNxnDi a pwnp.Um 2 Surface water 100'+ 100'+ — — — LIFT STATION Lot Line 5'+ 13' — _ _ sue In 9oeww: blerwloclurw: 5'+ 10'+ — _ _ an 101W &L. .wap o f birl el: o w abrin ftFoundation Curtain Drain NONE KNOWN 'P uOt' a bwp.eliane pwlawnee by: Remarks: *SEE ATTACHED LETTER REQUESTING APPROVAL BENCH MARK OF LOT UNE WAIVER. tocalon sad Dewrlpaon: BOTTOM OF SIDING BELOW MAN—DOOR ON EAST SIDE OF HOUSE Mww.wd u..w:ow: 100.0 rt , a GEGLtd. Inspections performed by: Dates: 1st 3/27/07 ENGINEER'as ,00aoo 2nd 3/28/07 �• 3rd 3/28/07 ova '' s�� Development Services Department Approval p erv�0 p...:.... ............. 0 Conditional approval: Date: Q• 0 f Gorn ss.: Op CE 953 Reviewed and approved b : o PP Y Date: �a— 8- z ��''e .�I� 'a gyp, 004°'/'roressia^°oo (Rw. 4/0e) 0400000 PERMIT NUMBER: SW060382 I A F—P-1 FCO 23.1 38.2 ST1 30.7 44.3 ST2 39.5 48.1 DBL1 44.3 47.9 DBL2 44.8 47.1 COI 75.9 47.2 MTI 69.8 40.9 CO2 52.9 12.62 M72 1 56.2 1 14.9 AS -BUILT DRAWING P011-'072"-48 \\ �lqlvoFYmvc DRIVE 1 1 / If 4 4qy� f`04i DRAINFIELD ATER T1CST2 Afl— I �cLEA1AS10uTsSTSTEM I DOUBLE A / \ / 1 / I 700' WELL RADIUS NEW 1250 GALLON SEPTIC TANK GARNESS ENGINEERING GROUP, Ltd. p��`' *0.. ' -•'---•-•- •-u CONSULTANTS 8 GENERAL CONTRACTORS POI L TIOM OIYq AIR 101 • AWMK CL MI wsni • M (WYW7�1" • rM (PO))yJ W" . �91L—•.,.nn�wpY•rYq.pe, PREPARED FOR: PHONE NUMBER: PAGE NUMBER:••• . ....6. ..... ..... MATT MATHEWS 244-5270 2 OF 3 Q P '•;J f G ness.o LEGAL DESCRIPTION: DRAWN BY: Q�p�. CE— S eG ROLLING HILLS EST; LOT 18. BLOCK E B.F.M. 004 a'��p��oAo�� TYPE OF WORK: DATE: 0 i�d Pr..r__dnn�\o AS—BUILT FOR NEW SEPTIC 4/5/2007 WNUMBER: AS—BUILT DRAWING PARCEL ID NUMBER: SO - W60382 011-072-48 //r FINAL GRADE - 100.32-100.82 5T1 / ST2 TOP OF TANK i � TOP OF TANK AT INLET - 94.78 F , / AT OUTLET - 94.78 INVERT OF BUNG AT INLET - 94.14 ORIGINAL GRADE - 96.50 PER BOTTOM OF TESTHOLE BOTTOM OF TESTHOLE - 80.50 NEW 1500 GALLON SEPTIC TANK (DEEP BURIAL TANK) -INVERT OF BUNG AT OUTLET - 93.96 FINAL GRADE 98.63-98.88 //''''INSULATED PER CONTRACTOR 7et-FILTER FABRIC AT OF PIPE 93.55 BOTTOM OF :NCH . 86.50 GARNESS ENGINEERING GROUP, Ltd. p°;?: 4 T - ..rz..•-CONSULTANTS &GENERAL CONTRACTORS •- .a.. -- •.. 3»i L nooe eu0. wrt 101 • .wOwr,L M e 7 . ncrc (NW -41n • rwr PREPARED FOR: PHONE NUMBER: PAGE NUMBER: MATT MATHEWS 244-5270 3 OF 3 T r y Corn ss: LEGAL DESCRIPTION: DRAWN BY: Qep� CE— eL ROLLING HILLS EST; LOT IB, BLOCK E B.F.M. O�O`e�e •a}�7 p� TYPE OF WORK: DATE: ofesslof\ PROFILE DRAWING FOR NEW SEPTIC SYSTEM 4/5/2007 05/24/2007 08:13 FAX 9072454234 SIS -H CEDAR BOSS Z002 7-Ce� DrACing, 9nc. WellLog g lvarff wd • Dr[llitw and Pumf Smtiec 9trubdra e. %fasf a (907) 345 Sg3 Drilling Started: 02'Mr2007ComPlercd:02%AM 12007 Clx!eorouuh: Subdiviciore BLO(:1: L.UT Pmpern Owner Nemo &Address: Matt Matthews ' 2804 W Northern Lights Anchorage'Rolling Hills Est E 1 B Ailch Ran •e Section %i of . of.. '/ of Meridian � !•' '---•�. —Township BOREHOLE DATA(from top of easing),)epth Drilling method: (X) Air rotary. ( ) Cable tool. Other_.'.-- Material! Type. Color& wanes% FrOm 14 ,•ell use: ( ) Public supply. (X) Dome>>ic. Other 0 2 Depth of hole: _ 160 IL U%ing stickup: 12 ft Stickup Cosingtypc:Steel _ Thickness: -,250 inches Casing diameter. 6 inches Casing depth: 160 ft 2 32 Coarse Sand Liner type: - Diameter:=inches Depth: - fl • Static water (from top of ess)ng): 121. ft on Q?(Q9 r'2QQ7 silty sand 32 105 Pumping level & yield: feet after •^_ hours at _.___ Vra Recovery tate: 7 giro, Method of rating: airlift Silty clay W/little rack 105 115 Development method: airlift Duration: 1 hour silty clay w/ gravel 115 125 Well intake opening t)rc: (X) Open end. ( ) Open hoic. Other _ 4"Screcncd: Starz - ft. Stopped Screen rypc: - slddmesh %(ze: - wet silty clay w/ gravel 125 143 Perforated: Starr. - n. Stopped: ,• n ST'M - ft. Stopped: - n PP� wet sand & gravel 143 146 Note: ............... ...... �.............................__..... _._....... .__....... Grout type: bentonite vol UMC - Dcpth: from—gMgnd surface gravel w/ H2O 146 160 Pump Intake depth:_--.,. ft Pump size: hp_ Brand name: Was well disinfected upon completion'! (X) Yee. 1 ) No Method of disinfcction:C3UUnl.Hy blorite..(.Chl(xine.)... Driller comrncnts( disclaimcrs:.... ................... .................. :.__....... ... ................. ........ ---........... _.................. _....... __...... .._......... ........ Well driller name: nhnnvKnv Company name:.. !lefty D.... in9r_fnc_... .... _....... ..._................. 3540 Akula Dr. Mailing addsys:.....--._............................._......._.....__......_....... city, Anchorage __ stile: AK zip, 99516 Phonenumber:l 907 ) 345 - 0593 f=345-4700 Driller% signature: Municipality of Anchorage Development Services Department Building Safety Division On -Site Water and Wastewater Section 4700 South Bragaw St P.O_ Box 196650 Anchorage. AK 99519-6650 vlww.muni.org/onsite (907)343-7904 Attention: Prop&V owner shall provide a well log to the DSD within 60 days of well completion. Permit Number. SWO60382 Datc of llmc: nx / 13 /20(16_ Parcel Identification Number. 011 — 072 ^48 I. well loeatod of appmcd permit loeatiun7 (X)Yes or 1 )NO GAJ-1-2007 10:55P MOM: T0:3383246 P.V1 ■i �� Dwal.�.+�JM 6wfMa O.Wh�aet ■ ■ WI{dM/ JIGI.fP OMYiw Ox4ft Wei A WrN*NON P" •� P.O. Mu WHOAM To Aeeh"o. AR "5194M Ids Pump IR-3MoD 3-"�1 won D Mg nraslt Nwdwt frtc-9 / 7 Attsa of ltm.; Find Idwolkatift Numb.n :r< Pump ld.k.Ap bdow Top 61MU CWgj 1 Fie Rq P�0 ahJtslrfJ'.fa!'p'1 N�1 Cly rL�,rv��..�� Porro Mall• � i �- �,S , � �cY fts" Hee �!p ?MMtAi.pt.rlwblO.pW 142 h s PIdw Ad.pM Msaebdar.. IN.= Pid.nAdavWlaft0w Rho bllddkw rM c"Pl tin? Pf Yu 0 No HAb.derl : t r elrg, LiMflMtt� CALL FOR SERVICE —ComjlleleWalerSystem Sbrvlos— re"� AAROW PUMP & WEU StRVICE) LLC a Ft" WILLe ANCHORAGE CAME RIVER (907) 346.0355 (907) 622 -SMS AdaMft T1r+fm�MRdM►lbtllleot4.p►alpLteltp+.i.sfgteDRD.ridd.7Ethy.•fpun�iaeeiiselM► NOS/24/2007 08:14 FAX 9072354234 SIX -M CEDAR HOMES U001 rte AAROW PUMP & WER SERVICE, LLC OWOO OC E P.O. Box 110496 1 Anchorage, AK 99511 Office: (907) 346-9355 - Fax (907) $33-8976 Eagle River: (907) 622-9335 ��3b� N° 07582 ) R CUSTOMER JOB SITE _ r / KC2a w We /'r n 9 1 Thank You SIGNATURE (I Hereby Acknowledge the Satlafeetory Completion of the Above Desorlbed Work and spree that If above work Is rot paid for In 90 days I agree to allow Aarav Pump E Well Service. LLC. the right to remove vnpald for equipment and charge for labor already performed 8 labor to remove unpaid for equipment.) TERMS, ACCOUNTS PAYABLE AT 10TH OR MONTH FOLLOWING PURCHASE. SERVICE CHARGE AT RATE OF 1.6% PER MONTH WILL BE CHARGED ON OVERDUE ACCOUNTS. �® ■PAY THIS AMOUNT Thank You SIGNATURE (I Hereby Acknowledge the Satlafeetory Completion of the Above Desorlbed Work and spree that If above work Is rot paid for In 90 days I agree to allow Aarav Pump E Well Service. LLC. the right to remove vnpald for equipment and charge for labor already performed 8 labor to remove unpaid for equipment.) TERMS, ACCOUNTS PAYABLE AT 10TH OR MONTH FOLLOWING PURCHASE. SERVICE CHARGE AT RATE OF 1.6% PER MONTH WILL BE CHARGED ON OVERDUE ACCOUNTS. MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water 8 Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM / WATER SUPPLY PERMIT Initial Permit Number: SWO60382 Date Issued: Dec 13, 2006 Expiration Date: Dec 13, 2007 Parcel ID: 011-07248 Legal Description: ROLLING HILLS ESTATES BLK E LT 1 B Design Engineer: 0855 GARNESS ENGINEERING GROUF Site Address: Owner Name: MATT MATTHEWS Owner Address: 2804 W. NORTHERN LIGHTS ANCHORAGE. AK 99517 - Lot Size: 17818 SO. FT. Total Bedrooms: 4 Permit Bedrooms: 4 This permit Is for the construction of: ❑✓ Disposal Field 0 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. 5. The following special provisions. THE EXISTING WELL NEEDS TO BE PERMANENTLY DECOMMISSIONED PER AMC 15.55.060J, PRIOR TO THE INSTALLATION OF SEPTIC SYSTEM. DOCUMENTATION OF DECOMMISIONED WELL NEEDS TO BE SUBMITTED WITH AS -BUILT INSPECTION REPORT. Received By.�— Issued By Date: Date: 17 11 k Municipality of Anchorage ° ' Development Services Department i Building Safety 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 PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. nil- IML_ L(9 Property owner(s) MATT MATTHEWS Day phone 244-5270 Mailing address 2804 W NORTHFRN LIGHTS * ANCHORAGF- AK Site address N ata 1,(Arel? 1(a j)Qt rI Zip Code 99517 Legal description (Sub'd, Block & Lot ) ROLLING HILIS ESTATFSiRnIVISION OT 18, BLOCK Legal description (Township, Section & Range) NIA Ylb Lot Size IS Sq.Ft. THIS APPLICATION IS FOR ( ®all that apply): Absorption Field ID Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well Water Storage ❑ Number of Bedrooms THIS APPLICATION IS AN: Initial ID Upgrade ❑ Renewal ❑ I certify that the above information is correct. 1 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.4(1"o 07) Date of Payment: Receipt Number. /a (Rev, 11/05) Waiver Fees: Date of Payment: Receipt Number. GARNESS ENGINEERING GROUP, Ltd: CONSULTANTS & GENERAL CONTRACTORS c -.=c -._ August 16, 2006 Municipality of Anchorage Development Service Department On -Site Water& Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, Ak 99519-6650 (907)343-7904 Ref: Proposed Well and Septic System for Rolling hills Estates Subdivision, Lot 1B, Block E, To whom it may concern: The proposed 4 bedroom house will be served by a private well and septic system. We are proposing to install a new 1250 gallon septic tank and a deep trench type drainfield. One test hole was excavated on the property. The drainf ield will be designed around the 30 foot radius of this 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. TOPOGRAPHY: As can be seen on the attached design the area around the proposed drainfield is fairly flat. In short, there are no slope concerns. We are unaware of any adverse impacts this installation would have on adjacent wells or septic systems. If you have any gyfstions, please contact us at 337-6179. Thank you for your assistance. M.S. NOTE: Attached is a site plan drawing, a design drawing, one soil log, which are all part of the design package for this septic system. (Contact G.E.G. Ltd. for 7page construction specification letter.) 3701 E. Tudor Road, Suite 101 • Anchorage, AK 99507-1259 Ph: (907) 337-6179 • Fax: (907) 338-3246 • Websitc: www.gamessengincering.com NUIL: IML GUNIKAGIUN & WLLL I DRILLER SHALL VERIFY SEPARATIO DISTANCES TO ADJACENT SEPTIC _ r ROW4G HILLS EST. S/D: I SYSTEMS PRIOR TO DRILLING LOT 12. LOCK D. I WELL SEPTIC SYSTEM SHALL NOT BE INSTALLED UNTIL AFTER WELL /—_--J IS DRILLED. I / — �� — -------- — IOPTIC ARE I I ROLLING LOT 18, BLOCK D. I I ROLLING H � ILLS EST. S/D: \\ LOT 17, BLOCK D• \ I THJ 11 WANDERING DRIVE qACANT _-- i ROPOSED SEPI C SYSTEM `S. h\ 4l (SEE DESIGN PAGE 2 or 2)- -A ) w + I I M&W s/D: I \ Mew S/D: /LOT 2. BLOCK 1. \LOT 1A, BLOCK 1, / Z GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS & GENERAL CONTRACTORS �...... .. . .. ............. MI L TCNI 11?ID, MAL 101 NVpgNfL, IN enol • Fq( - l" • rut MM PREPARED FOR: PHONE NUMBER: PAGE NUMBER: e.�. .... ............. MATT MATTHEWS 244-5270 1 OF 2 trey amess. 'LEGAL DESCRIPTION: DRAWN BY: OQ �i f CE�79 S kG ROLLING HILLS ESTATES SUBDIVISION; LOT 1B, BLOCK E. C.J.G. �UQ�e„ •'•s(!L(.'' oQo� e ofessfo� o DATE: 0. pr p\ v TYPE IT WORK: �04pOQ�0000 SITE PLAN FOR PROPOSED WELL AND SEPTIC SYSTEM 8/16/2006 NOTE: THE CONTRACTOR SHALL I NUMBER OF BEDROOMS:4 HAVE THE NORTH EAST AND ALL LETTER THAT PERTAINS TO THIS DESIGN. TO OBTAIN A COPY OF THE LETTER GALLONS PER DAY (CPD): 600 WELL RADII SHOWN FLAGGED BY CONTACT CEG. BY PROCEEDING FORWARD PERCOLATION RATE/S: <1 WIN./INCH A REGISTERED LAND SURVEYOR WITH THIS INSTALLATION, THE ENGINEER, PROPOSED APPLICATION RATE: 1.2 PRIOR TO CONSTRUCTION. WELL DRILLER, CONTRACTOR AND MINIMUM DRAINFIELD SO.FT.: 500 PROPERTY OWNER AGREE THAT THEY HAVE READ THESE SPECIFICATIONS AND FIRAINFIrI FI F1rVGN• AGREE TO ACCEPT THE TERMS AND MAXIMUM DEPTH: 10 FEET WIDTH: 2.5 FEET LENGTH:36 FEET M.O.A. APPROVED SAND FILTER: N/A EFFECTIVE:7 FEET REDUCTION FACTOR: N/A ACTUAL SO.FT.: 504 0 do WELL DRILLER SHALL VERIFY SEPARATION DISTANCES TO ADJACENT SEPTIC SYSTEMS PRIOR TO DRILLING WELL. SEPTIC SYSTEM SHALL 40T BE INSTALLED UNTIL 1Pe�P0.c. SITE DRA NFIELD iTALL DOUBLE CLEANOUTS ROPOSED 1250 LON SEPTIC TANK 1 ! EXISTING WELL TO BE I \ COMPLETELY ABANDONED LL FOUNDATION CLEANOUT 150' CLASS 'C' WELL RADIUS GARNESS ENGINEERING GROUP, Ltd. L ` 4 CONSULTANTSi GENERAL CONTRACTORS Q•••• •••••• •••••�••• 3MI E e Oolq YR 101. N.0QK 0f NI 0010) . /1101( (Oo1J11 jft • fm (001}VO "rYyyaw, QPREPARED FOR: PHONE NUMBER: PACE NUMBER: �•• .. ........ MATT MATTHEWS 244-5270 2 OF 2 �Q .Je f A. Or essr LEGAL DESCRIPTION: DRAWN BY: Q �; E-79 .`� ROLLING HILLS ESTATES SUBDIVISION; LOT IB, BLOCK E, C.J.G. �ODre •.9�!,�R' 040 0 edP olessto^°� �� TYPEWORK: OF DESIGNFOR PROPOSED WELL AND SEPTIC SYSTEM 8/16/2006 GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS & GENERAL CONTRACTORS SOIL LOG - PERCOLATION TEST LEGAL DESCRIPTION: ROLLING HILLS SUBDIVISION; LOT 1A, BLOCK E, PERFORMED FOR: KURT REIN D/ DEPTH ____ ORGANICS feet TEST HOLE 2 ° 1 1 11 6I•I[�Lem• DATE SMALL SEEP O 3' 10/1/2002 DRY 0/18/200 6• ltd 2 111111111 0• 11141 3 %//% 6' %% 4 Hum • 6- 5 — — 6- LYY 6 iqq,/ppiI 0' 1(I�IIi Y/V�. • DEPTH TO GROUNDWATER DATE SMALL SEEP O 3' 10/1/2002 DRY 0/18/200 6• 2 — <1 DATE READING CLOCK NET TIME TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 10/11/2002 1 — — 6• 2 — <1 0• 6• 3 — — 6' — 4 — <1 0' 6- 5 — — 6- — 6 — <1 0' 6' PERCOLATION RATE <1 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 6.5 FT. AND 7.0 FT. A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES ®NO SOILS LOGGED BY: ZACHARIAH CALL PERCOLATION TEST PERFORMED BY: ZACHARIAH GALL COMMENTS: PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: 8//L/o(, GEG. Ltd., Year 2006 GARNESS ENGINEERING RAGROUP, Ltd. CONSULTANTS & GENERAL CONTCTORS Standard Construction Specifications for Single Family 11"ells & Onsite Wastewater Disposal Systems I. REFERENCE PROPERTY: Rolling Ifills Estates Subdivision; Lot 1 B, Block E, The design is for a four (4) bedroom residence 11. DEFINITIONS: 1. Property owner or homeowner: The legal property owner or his/her appointed representative (not GEG, Ltd.). 2. Engineer: Gamess Engineering Group, Ltd. (GEG, Ltd.) 3. Contractor: The company hired by the property owner to install the septic system. If the property owner installs the system then he/she would also be the contractor for purposes of this installation 4. Well Driller: The person or company hired by the property owner to drill the well. 5. DSD &,/or MOA: Municipality of Anchorage, Development Services Department, On -Site Water & Wastewater Program rr«wrrrrrrrrrsrrrrrrrrrrrrrrrrrrrrr«rrrrrrsrrrrrrrrrrrrrsrrrrr«rrarrr«rrrrrrrrr• III. RESPONSIBILITIES: r Property Owner Responsibilities: 1. CONTRACTUAL RELATIONSHIP: The property owner shall contract with the contractor to perform the work outlined in these specifications and plans, in accordance with the attached DSD permit. There is no contractual relationship between the contractor and the engineer. The engineer shall inspect the work, as required by DSD, so as to document the installation. Final acceptance of the contractor's work rests with the owner and the DSD. 2. SINGLE FAMILY RESIDENCE ONLY: This well and/or septic system design is for a single family residence only. The homeowner is responsible for notifying the engineer if the residence is used as a duplex, business, or multi -family dwelling. In such cases, the installation permit must be obtained from the State of Alaska, Department of Environmental Conservation. 3. DISCLAIMER REGARDING AS -BUILT SURVEY: The validity of the design site plan is limited by the accuracy of the as -built survey provided to the engineer by the property owner or his/her representative. The property owner shall notify the engineer regarding any known inaccuracies associated with the as -built survey. The engineer assumes no responsibility for the accuracy of the survey. 4. UNPLATTED EASEMENTS: The property owner is responsible for notifying the engineer and the contractor of any unplaned easements, not shown on the as -built survey, which the new well or septic system may encroach into. Such easements are typically identified in the property title report. 5. DISCLOSURE OF SITE CONDITIONS: The property owner shall notify the engineer and the contractor of any seasonal groundwater or surface water runoff conditions known to him/her which could potentially effect the operation of the septic system. The proposed septic system must be at least 100 feet from any streams, ponds, creeks, swamps, bogs, or any other surface water as defined by the DSD. This disclosure is of particular significance when the site evaluation and design work is being done during the winter months when surface waters are frozen and there is snow cover. The property owner shall notify the engineer and the contractor of any known subsurface conditions that Page 1 of 7 GEC, Ltd., Year 2006 would prohibit or restrict the installation of the septic system. Items of concern would include, but are not limited to buried piles of construction debris, undocumented septic systems, areas which consist primarily of fill (imported) soil, subsurface drainage systems, & abandoned wells. 6. DRINKING WATER WELLS: The property owner is responsible for notifying the engineer if, to his/her knowledge, any of the adjacent properties are used as a duplex, business, or multifamily dwelling. The new septic tank and leachfield must be at least 100 feet from any private well, 150 feet from any class "C" well, and 200 feet from any class "A" or "B" well, unless appropriate waivers are obtained. Furthermore, the property owner shall notify the engineer of any undocumented or abandoned wells, known to him or her, that are located on the subject or adjacent properties. 7. CURTAIN DRAINS: The new drainfield must be at least 20 feet down gradient and 50 feet upgradient from any subsurface drains. This includes foundation drains. The property owner should notify the engineer of any such drains that are not shown on the design drawings for this installation. 8. POST CONSTRUCTION SITE RESTORATION: Unless specifically agreed upon otherwise, the property owner is responsible for fatal grading of the areas, which settle ager construction. Prior to awarding the contract, the homeowner should communicate to the contractor any expectations regarding, but not /imited to post construction site clean up, re -landscaping, and restoration of any asphalt, fences, trees, decks, ect. that are effected by the construction. All mound type drainfields are required by the MOA to be re -vegetated. The property owner is responsible for this work unless other arrangements are made with the contractor. f the property is being sold, the property owner shall ensure that the aforementioned items are addressed, Qith the buyer, and, if the work is to be completed after the sale of the property, that necessary funds arq scrowed to fund the completion of the work. II 9. PROPERTY OWNER INSTALLATION OF SEPTIC SYSTEM: If the property owner intends to install the septic system, he/she must first have obtained approval from the Municipality of Anchorage, DSD (343-7904). Homeowner installations typically require more time for engineer inspections. The homeowner should discuss the additional costs associated with such inspections with the engineer prior to starting the project. 10. ENGINEER CIIARGES TO INSPECT THE INSTALLATION: The property owner is responsible for payment of all the engineer inspection charges. These charges are in addition to the soils testing and design work that was required to obtain the MOA sewer/well permit. The number of inspections will vary depending on the actual field conditions encountered and the construction methods used. If there are any questions by the property owner or his/her representative, regarding charges for installation inspections they should be discussed prior to beginning construction. GEG, Ltd. will provide you with a written copy of the fee schedule. 11. CHANGES IN THE SCOPE OF WORK: See Section V. "Disclaimers" regarding design changes. See "Contractor Responsibilities", paragraphs 1, 2, & 13. In addition, see "Engineer Responsibilities", paragraphs 2, 4, & 5. 12. PRIVATE UTILITIES: The property owner is responsible for notifying the engineer and contractor/s of any privately installed utility lines. Utilities installed by homeowners will not be located by local utility companies and therefore not the responsibility of the engineer and/or contractor to determine their existence and/or location. Unless the exact locations of these utilities are known by the property owner, any costs incurred for repairs will be the responsibility of the homeowner. • Contractor Responsibilities: 1. PRE -CONSTRUCTION LAYOUT: The contractor is responsible for locating all buried utilities, easements, property lines, surface water setbacks, well radii, and water service lines which may be encroached upon by the proposed septic system The contractor shall ensure that all setbacks are flagged by a registered land surveyor, or other appropriate means, prior to construction. GEG, Ltd. field engineers/inspectors will not be responsible for establishing or eordi ming any of the aforementioned setbacks. [rhe contractor should recognize that the location of all wells, surface waters, structures, and other item shown on the design drawings are typically derived from as -built surveys, and municipal records. The as� built surveys and municipal records (prepared by professional engineers &land surveyors) have beeni assumed to be accurate for purposes of this design; however, Ute accuracy has i�ot necessarily been fief verified. Prior to beginning any construction the contractor shall field locate all items which hav protective setbacks and verify that there are no encroachment concerns. Any encroachments. for which Page 2 of 7 not been granted, should immediately be brought to the attention of the property owner The test bole pipes shall Lot be removed/abandoned until after the engineer has established their location relative the new drainfield during the first inspection of the drainfield installation or during the pre - construction layout. The new drainfield/s must be within a 30 foot radius of the test hole/s used for establishing the design criteria. contractor should establish the elevation of all existing and proposed system components prio ting construction so as to insure that the necessary grades can be maintained. This is particul iificant when the elevation of the existing system components is unknown because clean -outs are cent, buried, or non-functional (can't measure down them because of obstructions). It is recognized ditions can be discovered that will materially change the design and the construction costs. 2. DISCREPANCIES BETWEEN DESIGN DRAWINGS AND SPECIFICATIONS: Construction shall be in accordance with the approved site plan and design drawings, and any special provisions noted on the municipal sewer permit. The contractor is responsible for notifying the engineer of any discrepancies noted on the design plans or drawings, prior to starting work. 3. CHECK GROUNDWATER LEVELS IN TEST HOLE MONITORING TUBES: Prior to beginning construction, the contractor shall check the liquid level in the test hole monitoring tubes to ensure that there has been no change in the groundwater levels that would impact the proposed design. Any rise in the liquid level should be brought to the attention of the engineer so that design changes can be made if necessary. 4. MAXIMUM DEPTH OF DRAINFIELDS: The maximum depth of the drainfield is shown on the design drawings or is noted in the narrative portion of the design package. The contractor shall notify the engineer of any inconsistencies noted in the design package. purposes or this installation, the maximum depth of the drainfield will be based upon taking ,urement at the deepest part of the excavation between the highest ground elevation encounte illy on the uphill side of the excavation) and the bottom of the trench or bed excavation. actor shall exercise caution not to remove evidence of the original grade prior to establishment of system depth. In short, don't remove the organic layer until after the original grade elevations 5. SUITABILITY OF MATERIALS USED FOR CONSTRUCTION. The contractor shall ensure that pll materials being used are in compliance with the most current guidelines established by the Municipality of Anchorage. This includes, but is not limited to, the following: a. Drainrock b. Sand filter material for conventional beds, trenches, or mound systems. c. Sand filter material and pea gravel for Intermittent Sand Filters (ISF). d. Anchorage Sand and Gravel (AS&G) "block pea" material for Upflow Filters. It is recommended that the contractor provide the engineer with current sieve analysis' from the sand/gravel supplier to document the suitability of the material. The engineer assumes no responsibility for ensuring that the materials delivered meet the MOA requirements. 6. BURIAL RATING OF TANKS: The contractor shall ensure that the septic tank, lift station, or holding tank purchased has a burial depth rating suitable for the actual installation. 7. SEPTIC TANK AND STEP TANK SIZES: Prior to purchasing a septic tank or lift station the contractor shall verify that it is adequately sized for the number of bedrooms shown on the permit issued by MOA. The minimum septic tank size is 1000 gallons and the minimum STEP tank size is 1250 gallons. These size tanks will handle residences with up to 3 bedrooms. For each additional bedroom over three (3) the septic tank or the STEP tank volume shall be increased by a minimum of 250 gallons. For example, a four (4) bedroom residence must have a 1250 gallon septic tank or a 1500 gallon STEP tank. 8. INSPECTIONS - ENGINEER NOTIFICATION: The contractor shall notify the engineer at least 24 hours prior to starting construction. If deemed necessary, a pre -construction site visit shall take place. The contractor shall coordinate with the engineer any inspections which will be required during weekends, holidays, or before/after normal working hours (8:00 am to 5:00 PM). The property owner may incur additional charges for inspections, which do not occur during normal business hours. It is the contractor's responsibility to notify the engineer at least 2 hours prior to any inspection. 9. REGULATORY NON-COMPLIANCE. The contractor shall report to the engineer and the Page 3 of 7 GEC, Ltd., Year 1006 property owner any observed condition which would put the septic system in violation of State or Municipal regulations. 10. BACKFILL OLD TEST HOLES: Any remaining test hole excavations shall be filled and mounded as part of this project. Unless instructed otherwise by the engineer, the old test hole groundwater monitoring pipes shall be removed. 11. FINAL GRADING FOR DRAINAGE: The contractor is responsible for fuel grading so as to ensure that surface runoff does not adversely effect the septic system constructed, adjacent septic systems, or adjacent structures. 12. SOIL COVER REQUIREMENTS: The contractor shall ensure that the final cover over the tank and drainfield is either compacted adequately when backfilling, or mounded sufficiently to ensure that there is adequate soil cover over the tank and drainfield atter settlement occurs. If seasonal conditions prevent this, the property owner (or his representative) shall be notified that additional fill may be required after settlement occurs. This notification is of extra significance when the property is changing ownership. 13. CHANGES IN CONSTRUCTION COSTS: The contractor is responsible for obtaining approval from the property owner for any additional construction costs associated with design modifications or changing field conditions prior to doing the work. 14. WORKING IN RIGHT-OF-WAYS AND TRESPASSING PRIVATE PROPERTY: The contractor is responsible for coordinating (including payment of encroachment permit fees) all access through public and private properties with the appropriate authorities and/or property owners. Furthermore, the contractor shall inform all parties of any potential impacts to adjacent properties prior to beginning any construction. 15. MAINTENANCE & OPERATIONS MANUALS: The contractor shall provide the homeowner with the manufacturer's installation/maintenance manuals for all system components installed under this contract. If not given directly to the property owner, the manuals should be enclosed in a protective cover (plastic bag) and placed/secured in a prominent location so the property owner can find it. 16. INNOVATIVE SEPTIC SYSTEMS. START-UP INSPECTIONS: The contractor shall notify Anchorage Tank & Welding Company (272-3543) after the installation of an Intermittent Sand Filter kit or Advantex system (supplied by Anchorage Tank) is installed so that the appropriate start-up inspection can be scheduled. This notification also activates the quarterly maintenance schedule. Such notification is usually not required for BioCycle installations since "BioCycle of Alaska" is typically involved with the installation. The contractor shall contact BioCycle of Alaska (283-9003) regarding any start-up notification requirements. • Well Driller Responsibilities: 1. The well driller shall ensure that he has a well permit in possession prior to drilling the well. 2. The well driller shall physically verify that the there are no septic systems, or other potential sources of contamination, within the protective radius of the proposed well prior to drilling it. • Engineer Responsibilities: 1. SYSTEM DOCUMENTATION: The engineer is responsible for inspecting the installation of the septic system and preparing as -built documentation, to the satisfaction of the M.O.A.. Inspections are performed as necessary to document the construction of the system to the satisfaction of the M.O.A. In all cases, inspections shall be performed as necessary to establish the following: • The original grades at the drainfield/s site • The bottom of all trench/bed excavation • Top of sand on all sand filters • Top of drainpipe • Septic tank, or lift station, or holding tank prior to backfill • Placement of filter fabric and insulation • After final grading is completed 2. LIMITED AUTHORITY: The inspecting engineer has no direct authority over the contractors activities or constructiontsafety practices. Should the engineer identify conditions which dictate a design change, he or she will recommend that work be stopped, and/or the design be modified. If design modifications are necessary, the engineer shall notify the property owner or his/her representative. The inspecting engineer does not have the authority to direct the contractor to modify the system design in such a way that it would be in violation of State or MOA regulations. Page 4 of 7 CEG, Ltd., Year 2006 3. SEPTIC TANK INTEGRITY: The engineer shall inspect the condition of the existing septic tank and determining its suitability for re -use. If the engineer determines the septic tank to be structurally unsound, it must be replaced. 4. COORDINATION OF DESIGN CHANGES WITH THE MOA: If design changes are necessary, the engineer will coordinate the approval of the changes with the MOA. The contractor does not have the authority to proceed with any design modifications until verbal or written approval is obtained from the MOA. S. COORDINATION OF WAIVERS: If, during construction, it is detennined that a waiver will be required in order to install the system as designed, the engineer will apply for the necessary waiver/s to the appropriate State or MOA regulatory bodies. The engineering services and State/MOA fees associated with such waivers will be additional charges to the property owner, over and above the installation inspection fees charged by GEG, Ltd. •rrrrrrr:•rrrrrr►rrrrrf►•frrrrfrrrrrrrrrrrrrrrr►rrrfrrrrfrrrrrrrrrararrrrfrrrrrrrr• SECTIONIV. CONSTRUCTION GUIDELINES: Construction shall be in accordance with the approved site plan and design drawings and any special provisions noted on the municipal well and/or sewer permit. All materials, components, workmanship, and construction practices shall comply with the Municipality of Anchorage's latest ordinances regarding wells and septic systems, as well as DSD policies. The failure of the inspecting engineer to notice a material or • Septic Tank, Holding Tank, or Lift Station Installation: 1. The burial rating of the tank shall be adequate for the actual burial depth encountered. 2. The tank shall be level and sufficiently bedded to prevent settling or shifting of the tank. 3. All standpipes on the tank shall extend a minimum of 12 inches above final grade. 4. Tanks installed with less than 4 feet of cover shall be insulated. See "Contractor Responsibilities", paragraph 12 regarding final soil cover. 5. The sewer service line from the house to the tank shall be sloped a minimum of 1/4" per foot, unless prior approval is obtained from the engineer. 6. The inlet and outlet lines from the tank shall be bedded in drainrock or the soil shall be adequately compacted to prevent future settlement of the soil. 7. A foundation clean out will be installed (1-4 feet from the house) if one does not currently exist. 8. Post tank clean -outs shall be installed per MOA requirements. Does not apply to holding tanks or lift stations with pressurized lines. 9. In high groundwater areas, all tanks shall be anchored to resist buoyancy forces when there is not adequate soil cover to resist the uplift force. The engineer shall snake this determination. 10. The final soil cover shall be graded so that there is positive drainage away from tank. 11. All holding tanks and lift stations shall have an audible and visible alarm inside the residence. 12. All lift stations shall be wired in compliance with all MOA guidelines and the Uniform Electrical Code. A municipal electrical permit and inspections must be obtained in areas where required by the Municipality of Anchorage. 13. The contractor shall remove the old tank, or abandon it in compliance with the Uniform Plumbing Code (UPC). The contractor is solely responsible for the abandonment procedure. 14. ISF, SCAT BIOFILTER, AND ADVANTEX INSTALLATIONS: The control panel for the Intermittent Sand filter, Scat Biofilter, and Advantex systems shall be located outside the residence, for easy access during inspections. A remote alarm must be installed inside the residence as per DSD requirements. Mounting the panel directly to an exterior wood wall should be avoided because the closing of the relays creates a "clanking" noise that may be offensive to the property owners. 15. ISF INSTALLATIONS: The air compressor shall be equipped with 0 to 10 psi gauge for the purpose of monitoring air flow to the sand filter. The pressure gauge will be located so that it is easily monitored by the property owner. • Installation of Conventional Absorption Bed & Trenches: I. Excavate the proposed bed/trench to the dimensions shown on the design. The bottom of the excavation shall be within 2 inches of level (2 inch maximum variation between high and low spots). If the sidewalls or bottom of the excavation become smeared, they must be raked or scarified before placement of the filter Page 5 of 7 GEC, Ltd, Year 1006 sand or drainrock. 2. The trench or bed should be at least 5 feet from the test hole excavation. 3. All soil tests and excavation depths are advisory to the design and are to be verified in the field by the engineer. If design changes are necessary, and the changes effect the contractor charges to the property owner, the contractor shall obtain approval from the property owner prior to proceeding with the work. 4. Once the drainrock is installed, the distribution pipe is to be placed level (0.02 feet difference between high and low shots) with the perforations faced downward. Drainrock is then to be placed over the distribution pipe, to provide a minimum of 2 inches of cover over the pipe. The drainrock shall not be pyramided over the drainpipe but shall be the same elevation over the entire trenchlbed width. 5. A silt barrier must be installed between the final drainrock layer and the native soil backfill. The silt barrier shall cover the entire drainrock surface. 6. Monitor tubes shall be installed at the locations shown on the design drawings, and extend a minimum of 12 inches above final grade. The portion of the monitoring tube extending through the drainrock shall be perforated from the bottom of the trench/bed to the invert of the distribution pipe. 7. Backfill over the final drainrock layer must not be less than 2 feet. Insulation must be installed when the backfill depth is less than 3 feet. The insulation shall cover the entire width of the trench/bed. the contractor shall "shoot' the final grades to ensure cover depth is adequate, prior to notifying the engineer that the work is complete. The final cover over the drainfield must graded so that there is no potential for water to pond over the trench/drainfield. See "Contractor Responsibilities", paragraph 12 regarding final soil cover. valve was installed with this design the contractor shall provide a functional valve key •«««««««♦tggtqtr«tiggqtqqqq♦ggtqrqiqqpqqq«tgtgp«r«««««««««« = Section Vis applicable If GEG, Ltd is hired as the contractor to Install the on-site septic system. SECTION V. GF.G. Ltd. Rid Spee eations • Bid amount includes installation, materials, and labor to install designed septic system. • Bid will include survey as a line item if it is included in the bid. If there is no line item for surveying, it may not be necessary for the construction but may still be necessary to obtain a Health Certificate. • Unless listed, the total bid amount does not include engineering costs such as design fees, inspections or permit fees. • Unless stated otherwise, the bid amount does not include export of overburden or trees. Unless negotiated, all trees, stumps, and overburden will be IeR on site. • Unless requested to landscape, final grade will consist of backfilling the dig site with onsite native soils. We will smooth out the grade to provide a rough "construction grade" final. A construction grade final is not a landscaped finished yard. There may be some settling of the excavation site, this is normal, particularly after winter construction. We can provide landscaping bids upon request. • Payment information: 50% of total cost is due up front prior to work starting. The remaining balance is due upon completion of project. • CHANGE ORDER POLICY: If conditions exist that warrant a design or field change, all work will stop and a change order will be negotiated. • Post construction conditions will exist after the installation of the septic system There will be a noticeable amount of surface impact due to the installation of the septic system. All costs associated with reconstruction of any obstruction to the installation (decks, fences, walkways, grass) unless negotiated in the contract, is not included in the bid. • By signing the GEG Estimate document authorizing us to proceed with the installation, you are agreeing to all terms and conditions listed in this document. «tit ««rNt q♦ «N tqt• «p qt itip ♦q ♦t«tpi tq qr rtt q♦ p♦ «t tt«qct •♦ •q«♦t tt«pct t SF.CTIONVI: DISCLALMFRS • UNFORESEEABLE SITE CONDITIONS: The design of this septic system, prepared by GEG, Ltd., was based upon a limited evaluation of the soil, groundwater, and site conditions. The extent of the evaluation is consistent with standard engineering practice in the field. Furthermore, this design was evaluated and approved by the engineers or technicians on staff at the Municipality of Anchorage, DSD, based upon the information provided to them Occasionally, during construction, unforeseeable Page 6 of 7 GEG. Ltd., Year 1006 subsurface conditions (high groundwater, poor soils, buried debris,....) arc encountered that make the proposed installation not feasible. In such cases it is typically necessary to do more soils testing, groundwater monitoring, and design work. These additional engineering services will be performed on a fee basis at an hourly rate. GEG, Ltd. will obtain verbal authorization from the property owner (or his/her representative) prior to proceeding with the work, and will provide a written estimate if requested. The property owner should discuss with the contractor any changes in the installation cost associated with the design changes. • IF THE PROPERTY BEING SOLD AND FUNDS ESCROWED FOR THE UPGRADE, it is important to bear in mind that the ability to upgrade the septic system on this property is not 100% certain (for the reasons stated in the previous paragraph). There is always the possibility that conditions could be encountered that would prevent the installation of anything other than a holding tank. Although such a situation would be rare, it is important that all parties recognize that such a scenario is possible. • SEPTIC SYSTEM PERFORMANCE: The design of this septic system is based upon limited soils testing, groundwater monitoring, and a visual assessment. It is possible that the actual soil conditions are less favorable then the testing data indicated and that adverse, unforeseeable, changes in the surface/subsurface water conditions could impact the performance of the system Numerous other factors, out of the control GEG, Ltd., may adversely effect the long term performance of the system Such factors include, but are not limited toexcessive number of residents in the house, plumbing leaks, the use of septic system additives, failure to pump septic tank regularly, failure to alternate drainfields (when this is an option), or/and excessive use of water. Given these variables, it is not possible to warrantee the performance of a septic system. By proceeding forward with this installation, the Engineer, Well Driller, Contractor, and Property Owner agree that they have read these specifications and agree to accept the terms and conditions outlined In them A final invoice will be issued once all work is complete for inspections and documentation as required by the M.O.A. Please refer to the following estimated inspection costs: 1. Conventional septic system with a single trench/bed, no sand filter: $700.00 2. Conventional septic system with a single trench/bed, sand filter: $800.00 3. Conventional septic system, dual trenches, no sand filter: $900.00 4. Conventional septic system, dual trenches, sand filters: $1000.00 5. Alternative Technology septic systems: $1000.00 6. Lined Intermittent Sand Filter with secondary drainfield: $1500.00 Page 7 of 7 Municipality of Anchorage P.O. Box 196650 *Anchorage, Alaska 99519-6650 *Telephone: (907) 343-7900 Physical Address: 4700 Bragaw Street* Anchorage, Alaska 99507* www.muni.org/planning Mayor Mark Begich Planning Department December 13, 2006 Maurice Matthews DBA Six -M -Cedar Homes 2804 W Northern Lights Anchorage, AK 99517 Dear Applicant On Wednesday, December 06, 2006, the Platting Authority acted on your petition S11545-1, Rolling Hilts Estates and M & W Subdivision. The petitition was APPROVED. Special Conditions, in addition to those of Title 21, attached by the Platting Authority are on the enclosed Summary of action. If you have any questions on these conditions or changes, please call our office at 343-7942. PRELIMINARY APPROVAL IS VALID ONLY FOR 18 MONTHS or as otherwise stated in the Summary of Action. Within that time, you must accomplish the following to finalize your request: 1. Negotiate a subdivision agreement with the Department of Public Works, if required. 2. Meet the conditions specified by the Platting Authority which are Included in the attached Summary of Action in addition to those of Title 21 of the AMC. 3. Comply with all applicable provisions of the Municipal Land Subdivision Regulations. 4. In the case of subdivision, submit to the Department of Planning a properly executed final plat ready for filing. Any Individual may have appeal rights relating to any action the Platting Board takes. Appeal of this decision or any of the conditions is governed by AMC 21.11.304. The decision of the Board at the scheduled public hearing shall become final seven (7) calendar days after the date the decision is made on the record, unless a written request is submitted to the Planning Department prior to the expiration of the seventh day to prepare a written decision based upon the record made at the hearing and the request is accompanied by a written notice of intent to appeal. Adoption of the written decision by the Platting Board becomes the final appealable decision. Within twenty (20) days of the final appealable decision, an interested party must file with the Municipal Clerk either: a) a written motion alleging new evidence or changed circumstances per AMC 21.11.503, or b) an appeal of the Board's final appealable decision per AMC 21.30. An excerpt from applicable sections of AMC 21.11.304 is attached on page 2 of this letter. To access the Municipal Code visit the Municipal web site at: http://www.muni.org/Zoningriindex.cfm. Sincerely, DEPARTMENT OF PLANNING Zoning and Platting Section cc: Gamess Engineering Group, Ltd Jeffrey Gamess, P.E. 3701 E. Tudor Road Suite 101 Anchorage, AK 99507 Page 1 AMC 21.11.304 Decision B. The findings of fact and decision of the board at the scheduled hearing shall become final seven (7) calendar days after the date the decision is made on the record, unless: 1. Prior to the expriation of the seventh day, a written request is received by the secretary to: a. Prepare a written decision based upon the record made at the hearing; and b. The request Is accompanied by a written notice of Intent to appeal. C. If a written request is received within seven (7) calendar days of the board's decision on the record, the secretary shall prepare proposed written findings of fact and decision to submit to the board at its next regularly scheduled meeting, or as soon thereafter as feasible. D. Board review of the written findings of fact and decision shall have priority over regular agenda items, and shall be approved, as amended by the board if necessary, and become the final appealable decision of the board. E. Within twenty (20) days of the approval of the final appealable decision pursuant to subsection D. above, an applicant or other interested person must file with the municipal clerk either: 1. A written motion alleging new evidence or changed circumstances, pursuant to section 21.11.503; or 2. An appeal of the board's final appealable decision, pursuant to municipal code chapter 21.30. Page 2 i .1• i S YjppT �i 11S as r 3 O L 16 —9L F; Municipality of Anchorage • -- Development Services Department a ,� Building Safety Division On -Site Water and Wastewater Program ` 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907) 343-7904 ON-SITE SEWER/WELL SUBMITTAL COMMENT SHEET To: GARNESS ENGINEERING Legal description: ROLLING HILLS ESTATES BLOCK E LOT 16 The attached paperwork has been reviewed and Is being returned for the following reasons: ❑ Original signature or stamp missing on ❑ Calculation error in design. _ ❑ Additional soils information needed. _ ❑ Water monitoring results inadequate. ❑ Discrepancy in Information submitted. _ ❑ Topographic information missing or inadequate. ❑ Incomplete; missing ❑ Incomplete; missing ❑ Additional adequacy test information needed. ❑ Water sample unacceptable. _ ❑ Measured/proposed distances/dimensions missing. ❑ Locations of all soils, percolation and water monitoring tests not shown. _ ❑ Proposed system too deep for soils information submitted. _ ❑ Well log required. ❑ Omission in narrative. _ ❑ Insufficient fill over tank or field._ ® Other. -DEVELOPER NEEDS TO ADDRESS PLAT NOTE (SEE JERRY WEAVER PLANNING DEPT) 8 THE EXISTING WELL NEEDS TO BE PERMANENTLY DECOMMISSIONED PER AMC 15.55.060) AND DOCUMENTATION NEEDS TO BE SUBMITTED PRIOR TO ISSUANCE OF SEPTIC PERMIT Name of reviewer. JOE GOODALL Date: 5/30/2006 Please supply the necessary information and re -submit your request. LEAVE THIS FORM ATTACHED TO THE PAPERWORK ' -_S`7c,,, GE B .--j Municipality of Anchorage / .,;-/ .' ,� On-Site Water and Wastewater Program t ". Id./I i >I (907) 343-7904 (at SEP ; Aj _,rY `� .; #X� c, Certificate of On-Site Systems Approval << , /Y Parcel I.D. 011-072-48 Expiration Date: /2` 2-2-- I 1 1. GENERAL INFORMATION Complete legal description Rolling Hills Estates Block E Lot 1B Location (site address) 5424 Wandering Drive Current Property owner(s) David & Vanessa Chavez Day phone Mailing address 64 Hillside Ave Westwood, NJ 07675 Real Estate Agent Day phone 2. TYPE OF DWELLING: El Single Family (w/wo ADU) ❑ Duplex ❑ Multiple Dwellings (Single Family and/or Duplex) 3. NUMBER OF BEDROOMS: 3 4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well ❑ Individual H Individual Water Storage ❑ Holding Tank ❑ Community Class Well ❑ Community ❑ Public Water System ❑ Public Sewer ❑ WaiverNariance request for: Distance: Received b • , L Litiiiii'4.1 ii L., Date: qp511 COSA to be released to the engineer, unless otherwise request,. . the engineer. COSA Fee $ 521O Waiver Fee $ Date of Payment (07.10- Date of Payment Receipt Number 033226) Receipt Number COSA# OcY,19-igq(o Waiver# 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. In conducting an adequacy test, I attempt to provide a thorough, conscientious engineering analysis of the system in accordance with MoA COSA guidelines and regulations.The reported results describe the performance of the system under the conditions encountered at the time of the test, and separation distances measured to readily identifiable features. The operational life of all wells and septic systems depend on the local soil condition,ground water levels that may fluctuate during the year,and the water usage of the family being served by the system.These conditions are outside the control of the evaluator of this system. All systems eventually fail and satisfactory test results do not guarantee future performance of the system,nor do they guarantee that there are no hidden defects or encroachments.Therefore we cannot provide any warranty for future performance, nor can we estimate remaining life of the system. The content of this report is for the sole benefit of the owner listed above. Name of Firm Pannone Engineering Services LLCPhone (907) 272-8218 Address P.O. Box 100217, Anchorage Ak. 99510 Engineer's Printed Name Steven R Pannone Date 9/20/2017 P� �FA••Sk 6. DSD SIGNATURE l r System #1 Approved for bedrooms i .S even R. 13annone • 'j System #2 Approved for bedrooms �4,6,•, CE-8149 .� Disapproved 1kkV‘ep�OFFSStZ -~ Conditional approval for bedrooms, with the following stipulations: ��`�� ko-TY �Q4op At,,,, ' ` J �O -SITE ' '� WATER AND � =� WASTEWATERmoPkoGRAM S%Ro _= (2 \..-....---- t":„..0 Original Certificate Date: q —.ZZ /7 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. 7. ATTACHMENTS: COSA Checklist X Nitrate Advisory Septic System Advisory Arsenic Advisory Well Flow Advisory Other COSA blue sheet c - If more than 1 septic system is on the lot: COSA Checklist# 1 of 1 Structure served by this system 1 Certificate of On-Site Systems Approval Checklist Legal Description: Rolling Hills Estates Block E Lot 1B Parcel ID 011-072-48 A. WELL DATA Well type Private If A. B. or C provide PWSID # Well Log (Y/N) Y Date completed 2/9/2007 Sanitary seal (YIN) Y Wires properly protected (YIN) Y Total depth 160 ft. Cased to 160 ft. Casing height (above ground) 24+ in. FROM WELL LOG AT INSPECTION Date of test 2/9/2007 6/15/2017 Static water level 121 ft 121 ft. Well production 7 g.p.m. 4'7 g.p.m. WATER SAMPLE RESULTS Coliform l %. colonies/100 mL Nitrate r4D mg/L Arsenic —4.2 ug/L Date of sample: 9/6/2017 Collected by: PES B. SEPTIC/HOLDING TANK DATA Tank Type/Material Septic/Steel Date installed 3/27/2007 Tank size 1500 gal Number of Compartments 2 Cleanouts (Y/N) Y Foundation cleanout (Y/N) Y Depression over tank (Y/N) N High water alarm (Y/N) N Date of pumping 7/7/2017 Pumper A+ Home Services C. ABSORPTION FIELD DATA Date installed 3/27/2007 Soil rating (g.p.d./ft2 or ft2/bdrm) 1.2 GPD/SF System type Deep Trench Length 37 ft. Width 2'S ft Gravel below pipe 7 ft. Total depth 10 ft. Eff. absorption area 504+ft2 Monitoring tube Y Depression over field B Date of adequacy test 6115/2017 Results (Pass/Fail) PASS For 3 bedrooms Fluid depth in absorption field before test 0 in Water added 465 gal New depth 5 in. Elapsed Time: 120 min. Final fluid depth 0 in Absorption rate >= 450+ g.p.d. N Any rejuvenation treatment (past 12 mo.) (Y/N & type) If yes. give date D. LIFT STATION Date installed Size in gallons Manhole/Access (YIN) "Pump on" level at in. "Pump off' level at in. High water alarm level at in. Datum Cycles tested Meets alarm&circuit requirements? E. SEPARATION DISTANCES WELL ON LOT TO: Septic tank/lift station on lot 100+ On adjacent lots 100+ Absorption field on lot 100+ On adjacent lots 100+ Public sewer main 75+ Public sewer manhole/cleanout 100+ Sewer/septic service line 25+ Holding tank 100+ Animal containment areas 50+ Manure/animal excrete storage areas 100+ SEPTIC/HOLDING TANK ON LOT TO: Building foundation 5+ Property line 5+ Absorption field 5+ Water main 10+ Water service line 10+ Surface water 100+ Wells on adjacent lots 100+ ABSORPTION FIELD ON LOT TO: Property line 3* Building foundation 10+ Water main 10+ Water Service line 10+ Surface water 100+ Driveway, parking/vehicle storage 10+ Curtain drain 50+ Wells on adjacent lots 100+ F. COMMENTS *#WR070028. Survey on file. G. ENGINEER'S CERTIFICATION 4 ,4L4k I certify that I have determined through field inspections and �lAAN°:• `,•.t.-}� % review of Municipal records that the above systems are in *. 49 ..,\ -.*Y6 conformance with MOA COSA guidelines in effect on this date. • •• .••• 40� g Steven Pannone • rA0 Engineer's Printed Name - S�everi .•I�onnorie Date 9/20/2017 +� -- CE-8149 1 W,..,.. k ssioo`-a .r ,��\it1� `.. COSA canary sheet_2-6-15.doc Municipality of Anchorage e"' Development Services Department Building Safety Division Onsite Water & Wastewater Program 4700 Bragaw Street P.O. Box 196650 Anchorage. AK 99519-6650 www.muni.orglonsite (907) 343-7904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL FOR A SINGLE FAMILY DWELLING 1. GENERAL INFORMATION a COSA9 D' h Ljq Expiration Date: 9 — 2_=_0_7__ Complete legal description ROLLING HILLS ESTATE LOT 1B. BLOCK E LIF Location (site address) 2WANDERING DR NE ' ANCHORAGE A— Current Property owner(s) AAATT MATTHEWS Day phone 244-5270 Mailing address 2804 W. NORTHERN LIGHTS • ANCHORAGE AK 99517 Lending agency Day phone Mailing address Real Estate Agent Day phone Mailing address Unless otherwise requested, COSA will be held by DSD for pickup. 2. NUMBER OF BEDROOMS: 4 3. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well Individual On-site 0 Individual Water Storage 13 Individual Holding tank D Community Class Well 11 Community On-site ❑ Public Water System El 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 Onsite Systems Approval are valid for g0 days from the date of issue for properties served by a private or Class C well and may be reissued with new water samples. (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. /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 Slate codes, ordinances, and regulations In effect at the time of installation. Name of Firm GARNESS ENGINEERING GROUP, Ltd. Phone 337-6179 Address 3701 E. TUDOR ROAD, SURE 101 • ANCHORAGE, AK 99507 Engineer's Printed Name JEFFREY A. GARNESS, P.E. . Date Engineer's Comments: In conducting this evaluation, GEG, LID. attempted to provide a thorough, consciontious engineering analysis of the system in accordance with ADEC ahi MOA DSD Guidelines d Regulations. The reported results described the performance of the system under the conditions encountered at the time of tho test and separation distances measured to readily idontifiable features. The operational tire of all wells and septic systems depend on the local solls condition, groundwater levels that may fluctuate during the year, and the water usage of the family being served by the system. These conditions are outside the control of tho evaluator of the system. Satisfactory test results do not guarantee future performance of tho system, nor do they guarantee that there aro no hidden defects or encroachments. GEG, LTD. can therefore not provide any warranty or Arturo estimate of how long the system will continue to moot the operational requirements of the ADEC or MOA DSD. The content of this report Is for the sole benefit of the owner fisted above. Any reliance upon or use of this report by any other person or party Is not authorized, nor will k confer any legal right whatsoever. S. DSD SIGNATURE - '..lei e; A.�Gor�fessr Approved for bedrooms. Disapproved. Conditional approval for bedrooms, with the filowing stipulations: Attachments: COSA Checklist </ Arsenic Advisory Septic System Advisory Maintenance Agreements Well Flow Advisory Supplemental Engineer's Reort Nitrate Advisory Other ey: (Rev, 11f) ON-SITE WATER AND WASTEWATER PROGRAM '0.'"'cN7 Original Certificate Date: 6 — R ^ 0 % Municipality of Anchorage Development Services Department Building Safety Division , On -Site Water b Wastewater Program 4700 Bragaw Street P.O. Box 196650 Anchorage, AK 99519.6650 www.muni.org/onsite (907) 3437904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL CHECKLIST Legal Description: _ ROLLING HILLS ESTATES, LOT 1 B. BLOCK E Parcel ID: D 11 — 0 72 — 4 g A. WELL DATA Well type PRIVATE— If A, B, or C provide PWSID# N/A Date completed 2/9/2007 Sanitary seal (Y/N) YES Total depth 160 ft. Cased to 160 ft. FROM WELL LOG Date of test 2/9/2007 Static water level 121 ft. Well production 7 g.p.m. WATER SAMPLE RESULTS: Well Log (YM) YES Wires properly protected (Y/N) YES Casing height (above ground) 24 in. AT INSPECTION Coliform 0 colonies/100 mi. Nitrate IQ-mg./L. Other bacteria C3 oolonies/100 ml. Arsenic: L?D-ug./L. Date of sample: 5/31/07 do Collected by: PUMP ANLtd.D WELL LOW B. SEPTIWHOLDING TANK DATA Tank Type/Material STEEL Date installed 3/27-28/2007 Tank size 1500 gal. Number of Compartments 2 Cleanouts (Y/N) YES Foundation cleanout (Y/N) YES Depression over tank (Y/N) NO High water alarm (Y/N) N/A Date of pumping NEW Pumper C. ABSORPTION FIELD DATA Date installed3/27-2 2007Soil ratin p.d. or ft'/bdnn) 1_2 System type TRENCH Length 37 ft. Width 2.3 ft. Gravel below pipe 7 ft. Total depth *12.1-12-4 ft. Eff. absorption area 504 fe Monitoring tube YES Depression over field NO Date of adequacy test NEN' Results (Pass/Fail) — For 4 bedrooms Fluid depth in absorption field before test = in. Water added =gal. New depth =in. Elapsed Time: = min. Final fluid depth = in. Absorption rate >= 600+ g,p,d, Any rejuvenation treatment (past 12 mo.) (YM 8 type) NONE KNOWN If yes, give date — D. LIFT STATION Date installed "Pump on" level at_in. E. SEPARATION DISTANCES Size in gallons Manhole/Access (Y/ "Pump ofr I High water alarm level at in. Cycles tested Meets alarm & circuit requirements? SEPARATION DISTANCES FROM WELL ON LOT TO: Septic lankilif station on lot 100'+ On adjacent lots 100'+ Absorption field on lot 100'+ Public sewer main N/A On adjacent lots 100'+ Public sewer manhole/cleanout N/A Sewer /septic service line 25'+ Holding tank N/A Animal containment areas 50'+ Manureianimal excrete storage areas 100'+ SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Building foundation 5'+ Property line 5'+ Absorption field 5'+ Water main N/A Water service line 10'+ Surface water 100'+ Wells on adjacent lots 100'+ PRIVATE/ 150'+ CLASS "C" SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line "3, Building foundation 10'+ Water main N/A Water service line 10'+ Surface water 100'+ Driveway, parking/vehicle storage 10'+ Curtain drain NONE KNOWN Wells on adjacent lots 100'+ PRIVATE/150'+ CLASS "C" F. COMMENTS .SEE ATTACHED WAIVER LETTER REQUEST G. ENGINEER'S CERTIFICATION•. t certify that 1 have determined through field inspections and i'.`1'.J F • review of Municipal records that the above systems are in conformance with MOA COSH guidelines in effect on this ... , , „ , „ .... , , ,,, , , , , , date. ey A. mess, - Engineer's Printed Name JEFFREY A. GARNESS ter: •. � /��U7�,o Date aProfesswna COSA Fee 67.5o+/7-5 RyS H ! Waiver Fee $ / Date of Payment U7 Date of Payment ( _ _0 Receipt Number -7 c Receipt Number (Rev. 11105) GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS & GENERAL CONTRACTORS � < =-= ===_- April 6, 2007 Municipality of Anchorage Development Service Department Building Safety Division On -Site Water & Wastewater Program P.O. Box 196650 Anchorage, Alaska 99519-6650 Ref: Lot Line «'aiver for Rolling hills Subdivision; Lot 1B, Block E, To whom it may concern: On 3/28/2007 we received a verbal 3 -foot lot line waiver by Joe Goodall. We request that your department issue a written 3 -foot lot line waiver from the east property line to the new drainfield. I am unaware of a)ty adverse impacts this waiver would have on adjacent wells or septic systems. If you have any stions, please contact us at 337-6179. Thank you for your assistance. P.E., M.S. 3701 E. Tudor Road, Suite 101 ' Anchorage, AK 99507-1259 Ph: (907) 337-6179' Fax: (907) 338-3246' Website: www.gamesscnginecring.com Municipality of Anchorage Development Services Department 'r Building Safety Division On -Site Water and Wastewater Program 4700 Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchoragc.ak.us (907)343-7904 WR#: 070028 PID#:01"7248 Date Received: 818/07 Engineer. Jeffrey Garness Applicant: Matt Matthews Waiver Review Worksheet HAM: 070179 Pernit#:060382 Waiver Requested:_3 feet separation distance absorption field to property line Criteria: Geology Points: A. Water Table B. Soil Sorption C. Permeability D. Water Table Gradient E. Horizontal Separation Total: ........................./....................................................... Waiver is Granted: / Waiver Is not Granted. Ust Conditions or Reasons for above: Date: G — Sn/ - t.7 % ........................................ Rec#: ¢41-07 Amount: $175.00 Date Paid: 8-8-07 .............................. as .1/ayorJlarkB yich Municipality Of Anchorage 0 CU. 14.X 11M1 ) • AnC1)"n1 g, AIn.Rn 1Y.1519 -OW) • 7i•Icphow (!X17131 I.F001 • I m 0M U1.8,1X1 i W9 471X1 Itnigim Sircrt •-%1w1 n19c,A1,tsha!W-A)7 �S aIMJ1umLorg \ Iluildin" S.ifety Divisioll 6/8/2007 Jeffrey Gamess Gamess Engineering Group, Ltd. Subject: Waiver Request for Rolling Hills Estates Block E Lot 1 B Waiver Request #WR070028 Parcel ID #011-072-48 HAM 070179 Permit # 060382 Dcar Engineer, Your request for a waiver of the required 10 feet horizontal separation from the absorption field to the property line has been approved. The approved separation distance is 3.0 feet. This waiver approval applies to the existing absorption field to property line separation only. Any future upgrade to the on-site wastewater disposal system will require all separation distances be met or another approval from this department. If there are any further concerns or questions regarding this waiver, please call our office at 343-7904. Sincerely, Jcffre W. PoW ct Engineering Technician On -Site Water & Wastewater Program Community, Security, Prosperity d�. .a SCS Ref.N 1072369001 Client Name Gamess Engineering Group, Ltd. Project Name/N Rolling Hills LIB DKE Client Sample ID Rolling I fills LIB Dlk E Matrix Drinking Water PN SID 0 All Dates/Times an Alaska Standard Time Printed Date/time 06/072007 16:17 Collected Datefrime 05242007 14:30 Received Datelrime 05252007 14:40 Technical Director Stephen C. Ede Sample Remarks: Allowable Prep Analysis Parameter Results PQL Units Method Container ID Limits Date Date Init Metals by SCP/MS Arsenic ND 5.00 ug/L EP200.8 C (<10) 06101/07 06/04/07 TK Waters Department Total Nitratc/Nitritc-N Microbiology Laboratory Total Coliform ND TNTC OD. No Coli 0.100 mg/L SM204500NO3-F D (<10) cot/100ml. SM209222B A I< 1) 06106/07 IDS 0525/07 DLC r 1d1-2-2007 09:52A FROM: a vo-vi-vr,ta.aa , !■ IN0 70:3383246 P.1/1 ,VVI WWI uav, . u 60 WCHOMI=. MASKA 006111 SG=&E EWRON EI(�Y T& 007462.2�43 • � � \ ' / (� • jj Fax 007.SB1430"t ' • • Drinking Water Analysis Report for Total Coliform Be a READ IMMUMOMa ON REVERSE MC BEFORE COU11=0 WPL9 MUST BE COMPLYMO BY WATER SUPPLIER [] ruBUC WATRR SYSTEM 00 .r1VATtja1R WATSYSTEM a" Mwee Data Bane finer. TrannoMed . toYetry: ,fSameasWiloofor ' Other. TO BE COMPLETED BY LABORATORY Dato: DellveryMethod: Rwalmd BY• Ca 01140 .......................... ........ few* ........ ,..., ftnmtd oloalealWaterARa1>dt Anatytt■ etpan: 1bg Anabet: Anatyftg Method: I DC Membrane RIIor MMO•MUO (P/A) Roponad By: UD tW Na. 1072443 1111111111 ny Btnditf&' 'n"mkNow 14cut1ne O Troaled Wator 13 Repent 3amplo XUntmatedweter (rNar to hD no. 13 special Purpoto [3Swpla•0w30NUIVQb. E3 am BAWLS waft fry t» u.eaaNe Phorw 0: Lamdona Fax B: MM0-muD (Pll) RZVA' G Tata) Coltom G Ooa: MUSK"R FVU RZ31J M 0111.t4w+nt �� ColonteVtoOml vedwaare _ mre,e. •, raraw.e.{ 9en1 to= I BK IUFI Oad/M1nt M to Cknt Phoned Q Faxed D Oe47t4no• rmw vfh• Satklaotory 4 C3nsedsfactory DstefTlmo , �— /-4— L 1 Tb _ a•m+e.d+t. Fom, Y FW 005.7 12/17103 \k.o,%A K_Gmvpo..ta\hhk=MMENTUZ� OWapp�� Fwm 121TOL — 76-91 ROLLING HILLS ESTATES LOT 1-B, BLOCK E 17.818 S.F. �Y � GASTALDI LAND SURVEYING, LLC JEFF A. GASTALDI, R.LS. 4726 WEST 88TH AVENUE ANCHORAGE, ALASKA 99502 PHONE 248-5454 I GRIDDATE 2124 16% /2007 I F.B. JOB N0. 07-02 RS I HEREBY CERTIFY THAT I HAVE SURVEYED THE PROPERTY DEPICTED ABOVE AND THAT NO ENCROACHMENTS EXIST EXCEPT AS INDICATED. IT IS THE RESPONSIBILITY OF THE OWNER TO DETERMINE THE EXISTENCE OF ANY EASEMENTS. COVENANTS OR RESTRICTIONS WHICH DO NOT APPEAR ON THE RECORDED SUBDIVISION PLAT. UNDER NO CIRCUMSTANCES SHOULD ANY DATA HEREON BE USED FOR CONSTRUCTION OR FOR ESTABUSHING BOUNDARY OR FENCE ONES. ANCHORAGE RECORDING DISTRICT, ALASKA NOTE NO CORNERS SET THIS DATE **%sulk1 OF q�♦s♦ 19. �.............4 1♦ Jeffery A Gostaldi : c � 6091 �' .4 A AVo ♦��4 a aIL**,*