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HomeMy WebLinkAboutEAGLE RIVER VALLEY RANCHETTES LT 3BEngle River Valley Ranchettes Lot 3B #050-221-31 Municipality of Anchorage Development Services Department • Building Safety Division €V ' On-Site Water 8 Wastewater Program. 4700 Bragaw St.' i P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907) 343-7904 Paye 1 of 3 On-Site Wastewater Disposal System and/or Well Inspection Report SW070187 PID Number. 050-221-31 Permit Number. Name: Wastewater System: ❑ New ■ Upgrade JOHN PECK Address: 19008 MAN 0' WAR ' EAGLE RIVER, AK 99577 ABSORPTION FIELD Phone: No. of Bedrooms: 3 N Deep Trench O Shollow Trench Deed O Mound OOlher (907) 694-2400 LEGAL DESCRIPTION sal Rakq, las D.ptn Aom "Md erode: 0.6 GPD/5e. n. SEE DWG. n Block: Lot: Subdivision: Dep, to pipe beta.^ h«e o•lek'a gnb.. GroY dWh beneath P": 7,09 _ 3B EAGLE RIVER VALLEY RANCHETfES SEE DWG. n n, Township: Range: — Section: _ rill odded see^ orlynol s'es'' cro.a r.grs' 54 n — SEE DWG. n. c.a.a eklN: Nwnk« a snwi: Dwtanwi sa...n kn..: WELL: ❑ New ❑ Upgrade 2.5 In. 1 — n. Cbuhcakon P.Maw A.S.G : Told Cowie To:tpMppg Tad ebewltk i erea: 756+ neo nwtM D 3034 F-810 SCH 40 n o oa. aukb: n. so. n. staticside,side, u « . a: DL ENTERPRISES astir �X\S��NCi R TANK "«a Pump sa At Cwikw Height Atwwi G.e,ew: GPY n n SEPARATION DISTANCES aseptic aHolding ■S.T.E.P. C) Other Tor5'+ Absorption Lift Holding bAe/prlveb w01M110 ANCHORAGE TANK in 1500 rrom Tank Field Station Tank yrs« tkw. Mal«tel: Nwnk« el Well 100'+ too'+ — 25'+ STEEL 2 Surface water 100'+ 100'+ — — LIFT STATION Lot Une 10'+ 5'+ — — Sae k, gaw.r: 1500 MaMaaurr. ANCHORAGE TANK en kwel a:wnp ar M+N a: Nph wet« ebr.n a: Foundation 5'+ 101+ — 42" 42" 1 46" P nq, Mak. a Moa.E Elwiakd kwpwi pe.lomwd er: Curtain Drain NONE KNOWN /20 OSI 05 HHF RISING SON ELECTRIC BENCH MARK Remarks: OLD CONCRETE TANK WAS PUMPED AND tpcetbn end Dw ilp bn: TOP OF CONCRETE FLOOR (MIDDLE OF GARAGE) FILLED WITH GROUT. Awiwmd EM.a.wc 100.00 rt ENGINEER'S Inspections performed by: GEG, Ltd. Dates: 1st 8/6/2007 0,�0o Op04 2nd 8/7/2007 3rd 8/7/2007 P.• ��O O Development Services Department Approval a er' .......•............ �. Conditional approval: Date: ... ....:....p reg . Go ess: QOO D J C 5 04�e • �� ro .0�' ��4v Reviewed and approved by: Date: rofesslo^°o" �40oop0o (Row. a/O6) PERMITNUMBER° ASBUILT DRAWING PARCEL ID NUMBER: SW0 AS—BUILT 050-221-31 f A A TRENCH OLD CONCRETE SEEPAGE PIT ABANDONED IN PUCE MAN 0' WAR ROAD j' HOLES SPACED 30 HOLES 70pi CENTER 50' LONG LATERAL NEW ORAINFlELD . TH)1 . MTI — .—MT2 Sr NEW 15DO GALLON T' .•�•��.. •". a S.T.E.P. TANK s., < .a. •' •�•e. A.A. . •' ' " ' EXISTING 3 ••J : f BEDROOM HOUSE FCO e ° L GARAGE APPROXIMATE TSE ETON WALINE OLDS TANK PUMPED AND FlLLED WITH CROUP 10' UTILITY EASEMENT — —. I— —_ — lo' UTILITY EASEMENT —_ — — _ I- GAR_NLSS ENGINEERING GROUP, Ltd. p 4 I CONSULTANTS 8 GENERAL CONTRACTORS •�— O"""' .. """' " JAI L TIO°I1 IIo.D. fort 101 m l y .Hort (207=- In • r" (W)1 " •find •••.w• �`a–e PREPARED FOR: PHONE NUMBER: PACE NUMBER: •• •• •... :"' JOHN PECK 694-2400 2 OF 3 �Q a ';� rr A. ss; LEGAL DESCRIPTION: DRAWN BY: oO4�e�eE-79�•pd EAGLE RIVER VALLEY RANCHETTES. LOT 38 TYPE OF WORK: DATE: �OQO sof assiQ o'er AS—BUILT FOR NEW SEPTIC SYSTEM 1 8/9/2007 (Rev. OIM5) M58 TRENCH OLD CONCRETE SEEPAGE PIT ABANDONED IN PUCE MAN 0' WAR ROAD j' HOLES SPACED 30 HOLES 70pi CENTER 50' LONG LATERAL NEW ORAINFlELD . TH)1 . MTI — .—MT2 Sr NEW 15DO GALLON T' .•�•��.. •". a S.T.E.P. TANK s., < .a. •' •�•e. A.A. . •' ' " ' EXISTING 3 ••J : f BEDROOM HOUSE FCO e ° L GARAGE APPROXIMATE TSE ETON WALINE OLDS TANK PUMPED AND FlLLED WITH CROUP 10' UTILITY EASEMENT — —. I— —_ — lo' UTILITY EASEMENT —_ — — _ I- GAR_NLSS ENGINEERING GROUP, Ltd. p 4 I CONSULTANTS 8 GENERAL CONTRACTORS •�— O"""' .. """' " JAI L TIO°I1 IIo.D. fort 101 m l y .Hort (207=- In • r" (W)1 " •find •••.w• �`a–e PREPARED FOR: PHONE NUMBER: PACE NUMBER: •• •• •... :"' JOHN PECK 694-2400 2 OF 3 �Q a ';� rr A. ss; LEGAL DESCRIPTION: DRAWN BY: oO4�e�eE-79�•pd EAGLE RIVER VALLEY RANCHETTES. LOT 38 TYPE OF WORK: DATE: �OQO sof assiQ o'er AS—BUILT FOR NEW SEPTIC SYSTEM 1 8/9/2007 (Rev. OIM5) PERMITSW0 NUMBER: AS -BUILT DRAWING PARCEL R) NUMBER: SW070MBE 050-221-31 TOP OF TANK AT INLET - 96.20 INVERT OF BUNG AT INLET - 95.58 ORIGINAL ( - 102. FINAL GRADE - 100.87-101.20 rTOP OF MANHOLE LID - 101.35 ST2 MH NEW 1500 GALLON S.T.E.P. TANK RELATIVE ELEVATION OF BOTTOM OF TESTHOLE - 85.66 (NO 1420) FINAL GRADE - 101.75-101.82 — TOP OF TANK AT OUTLET - 96.16 FABRIC AT OF PIPE - 98.75 OF (R.. 91105) GARNESS ENGINEERING GROUP, Ltd. ""'... ... -_-+.­— CONSULTANTS R GENERAL CONTRACTORS . •""" .. • )MI L TO011 IIMD. 11AR 101 • NIOMPML M M001 N (00/j.Ll '" FM (001}u! " . �- PREPARED FOR: PHONE NUMBER: PAGE NUMBER: O"":" • . '. Y GOFn SS: JOHN PECK 694-2400 3 OF 31_3Q CE-� :• LEGAL DESCRIPTION: LOT 3B DRAWN BY: B.F.M. 0g 00 •' SRL .. c EAGLE RIVER VALLEY RANCHETTES. e'''.. TYPE OF WORK: DATE: QO4of as OpQOO000 PROFILE DRAWING FOR NEW SEPTIC SYSTEM 8/9/2007 (R.. 91105) coo—c�-cr�a� 10:"'j UL tN1LXFN1SES 9076907502 PRGE2 August 28, 2007 DL Enterprises Dennis Leaf 12243 Springbrook Drive Eagle River, AK 99577 Rising Son E-Lectric. Inc. 14916 Voo&and Drive Eagle liver. AV- 99577 (907) 622-6777 �Ca -- eL T- J Re: John Peck @ 19008 Man -O -War - Eagle River, AK 99577 Dear Dennis: L,3:9. The lift station at the above referenced property has been wired In accordance with NEC and State/Local codes. Thank you. Sincerely, Ke2S. Hombuckle, Owner Administrator License Number 1284 Specialty Contractor License Number 27285 cc: file Municipality of Anchorage Development Services Department Building Safety Division On -Site Water and Wastewater Program 4700 South Bragaw St. P.O. Box 198850 Anchorage, AK 99519-8850 www.ci.anchorage.ak.us (907)343-7904 ON-SITE SEWER/WELL SUBMITTAL COMMENT SHEET To: GARNESS ENGINEERING Legal description: EAGLE RIVER VALLEY RANCHETTES LOT 3B ❑Permit ❑C.O.S.A. ®Inspection Report The attached paperwork has been reviewed and is being returned for the following reasons: 1. -PLEASE INDICATE WHY TESTHOLE IS INDIFFERENT LOCATION ON AS -BUILT SITE PLAN. Name of reviewer: ,DQE Date: October 10, 2007 � / S M•N �iN cvt (� � �y 3c.,- 67 C) GPC) lfTZ AXPLVr-r�zui 0 Please supply the necessary information and re -submit your request. LEAVE THIS FORM ATTACHED TO THE PAPERWORK MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water& Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT Upgrade Date Issued: Aug 02, 2007 Expiration Date: Aug 01, 2008 Permit Number: SW070187 Parcel ID: 050-221-31 Legal Description: EAGLE RIVER VALLEY RANCHETTES LT 3B Design Engineer: 0855 GARNESS ENGINEERING GROUF Site Address: 019008 MAN -O -WAR RD Owner Name: JOHN PECK Lot Size: 17955 SQ. FT. Owner Address: 19008 MAN O WAR ROAD Total Bedrooms: 3 Permit Bedrooms: 3 EAGLE RIVER. AK 99577-7206 This permit is for the construction of: ❑✓ Disposal Field Q 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. Received By. �� 1� l /l/�'loi'� Date: &&-D7 Issued By. � /l/ !/(/ Date: O Municipality of Anchorage .,. • -- Development Services Department Building Safety Division On -Site Water & Wastewater Program 4700 Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.cf.enchorage.ak.us (907) 343-7904 ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. D5() —02 1- 31 Property owner(s) JOHN PECK Day phone 694-2400 Mailing address 19008 MAN 0' WAR • EAGLE RIVER AK Site address Zip Code 99577 Legal description (Sub'd, Block & Lot) EAGLE RIVER VALLEY RANCHETTES, LOT 3B Legal description (Township, Section & Range) Lot Size I`l, 955 Sq.Ft. THIS APPLICATION IS FOR (Sall that apply): Absorption Field ❑ Septic Tank Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage ❑ Number of Bedrooms 3 THIS APPLICATION IS AN: Initial ❑ Upgrade Renewal ❑ I certify that the above information is correct. I 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. PermittRush Fees: Lf W. OV Date of Payment::V. u /a —7 Receipt Number: q _1,00 (Rev. 11/05) Waiver Fees: Date of Payment: Receipt Number. GARNESS ENGINEERING GROUP, Ltd. W CONSULTANTS& GENERAL CONTRACTORS-- —_= >_ July 24, 2007 Municipality of Anchorage Development Service Department On -Site Water& Wastewater Program 4700 Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907)343-7904 Ref: Proposed Septic Upgrade for Eagle River Valley Ranchettes; Lot 3B, To whom it may concern: The existing 3 bedroom house is served by a private septic system and public water. The septic system is in a state of failure and needs to be upgrade. We are proposing to install a new 1500 gallon S.T.E.P. tank and a deep trench type drainfield. One test hole was excavated on the property. The drainfield will be designed around the 30 foot radius of the test hole. Comments regarding the design are summarized as follows: 1. SOILS: See the attached log which shows the soil classifications, groundwater monitoring, and the percolation test results. 2. DRAINFIELD DESIGN: See attached design drawing for drainfield specifications. 3. SURFACE NVATERS: There are no surface waters within 100 feet of the proposed septic system. 4. TOPOGRAPHY: As can be seen on the attached design drawing the average topography around the drainfield is generally flat. In short, there are slope concerns. We are unaware of any adverse impacts this installation would have on adjacent wells or septic systems. If you have anA questions, please contact us at 337-6179. Thank you for your assistance. P.E., M.S. NOTE: Aaached is a site plan drawing, a design drawing, one soil log, which are all parr oft%e design package for this septic systent. (Contact G.E.G. Ltd. for 7 page construction specification letter.) 3701 E. Tudor Road, Suite 101 • Anchorage, AK 99507-1259 Ph: (907) 337-6179' Fax: (907) 338-3246' Websitc: www.gamesscngincering.com (Rw.OtA5) I I EAGLE RIVER VALLEY EAGLE RIVER VALLEY RANCHEffS/D. EAGLE RIVER VALLEY EAGLE RIVER VALLEY RANCHETTESS/D. EAGLE RIVER VALLEY RANCHETTES S/D. I RANCHETTS/D, LOT 12 12E RANCHETTES S/D, LOT 12D LOT 1I118A LOT LOT 1J8 — - ------- --- ------ ------------- ---- �AGL-E RIVER VALLEY RANCHETTES S/D. LOT 11D E RIVER EAGLE RIVER EAGLE RIVER EAGLE RIVER VALLEY EAGLE RIVER VALLEYALLEY RANCHETTES S/D, [:R:ANCHErrES RANCHETTES VALLEY RANCHETTES RANCHETTES S/D, LOT 11C LOT 1JD LOT 12A S/D LOT 128 S/D, LOT 12C ii MAN 0' WAR ROAD -----------------_-- PROPOSED SEPTIC SYSTEM ac. TH 1 ¢t_, EAGLE RIVER VALLEY aty,,y. RANCHETTES S/D. LOT 2A EAGLE RIVER VALLEY EAGLE RIVER VALLEY RANCHETTES S/D. EAGLE RIVER VALLEY RANCHETTES S/D, tMd'e i•t. �;� 1'�d„" �a4'%i �+ ASEPTIC RANCHETTES S/D. ��� LOT 2B LOT 48 .HOUSE --------------------------------------- — — — — — — — — — — — — — — — — — — — GARAGE — — — — — — — ------- — — — — — — — — ---------- ---------------------- -------------------- EAGLE RIVER VALLEY EAGLE RIVER VALLEY — --------------------------- -----------------------EAGLE EAGLE RIVER VALLEY EAGLE RIVER VALLEY EAGLE RIVER VALLEY RANCHETTES S/D. RANCHErES S/D. RANCHERES S/D, RANCHETTES S/D. RANCHETTES S/D. LOT 4D LOT 3C LOT 3D LOT 2C LOT 2D CITATION ROAD 19 Fn Fn rn Hm 5r. H64 ---- ---- ---------���111111--- -----���---!!!!ll--- -------- ------ - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I'le�� 0 "F, Cgs;pp o ....... GARNESS ENGINEERING GROUP, Ltd. .�0 -_--..._-_-«..•-..-.-•.-� CONSULTANTS 3 GENERAL CONTRACTOR- .. Q••••••• D 101 L TAM IIO/iD, AIt[ 101 . YKIICMG[. Mt M]Of A1CK (M»Sn-L110 VM (00nJ 32" PAGE NUMBER: a••• ••• •.. .......; ••••Q PREPARED FOR: PHONE NUMBER: 694-2400 1 OF 3 .mess: JOHN PECK OQ a . CE—ey 7953 Oo0 LEGAL DESCRIPTION: DRAWN BY: O,vr / X80 EAGLE RIVER VALLEY RANCHETTES, LOT 38 B.F.M. TYPE OF WORK: DATE: 40QOOO�QOO�\ SITE PLAN 7/20/2007 (Rw.OtA5) NUMBER OF BEDROOMS:3 GALLONS PER DAY (CPD): 450 PERCOLATION RATE/S: 15 MIN./INCH ALLOWABLE APPUCATION RATE: 0.8 PROPOSED APPLICATION RATE: 0.6 MINIMUM DRAINFIELD SO.FT.: 750 MAXIMUM DEPTH:10.5 FEET-,Z— WIDTH: 2.5 FEET LENGTH:54 FEET EFFECTIVE:7 FEET ACTUAL SO.FT.: 756 EXISTING SEPnC SYSTEM TO BE COMPLETELY ABANDONED ---, EXISTING CON SEEPAGE PR ABANDONED IN EXACT LETTER THAT PERTAINS TO THIS DESIGN. TO OBTAIN A COPY OF THE LETTER 'ONTACi GEC. BY PROCEEDING FORWARD THE CONTRACTOR MUST HAVE ALL WITH THIS INSTALLATION, THE ENGINEER, SURROUNDING LOT LINES, AND EASMENTS WELL DRILLER, CONTRACTOR AND FLAGGED BY A REGISTERED LAND PROPERTY OWNER AGREE THAT THEY SURVEYOR, PRIOR TO CONSTRUCTION HAVE READ THESE SPECIFICATIONS AND AGREE TO ACCEPT THE TERMS AND • i MT _ ...� % A L J GARAGE EXISTING SEPTIC TANK TO BE PUMPED AND FILLED WITH GROUT MAN 0' WAR ROAD Com/ PROPOSED DRAINFIELD MT -PROPOSED 1500 (PER OWNER) GALLON S.T.E.P. TANK Ar '. EXISTING BEDROOM HOUSE m\rFCO APPROXIMATE LOCATION UNE OF WATER UNE - 10' UTILITY EASEMENT 10' UTILITY EASEMENT GARNL_SS ENGINEERING GROUP, Ltd. CONSULTANTS 6 GENERAL CONTRACTORS-- - --w+^•+�•�-+•-"""' D1 L TFM •Ow. Y 101 • AWNOR• L NI MSM •x1101[ (•M)lt)-.1>7 • /A• (•MJ,1S1-SSw • A91L• w•.rsiwp+wwym• REPARED FOR: PHONE' PACE NUMBER: JOHN PECK 694-2400 2 OF 3 D.v EAGLE RIVER VALLEY RANCHETTES. LOT 38 TYPE OF WORK: PROPOSED SEPTIC SYSTEM UPGRADE (R.. 0110) 7 B.F.M. FANIM ..... ....... A. G rness: HOLES SPACED 20' ON CENTER 30 HOLES TOTAL 50' LONG LATERAL IVA GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS d GENERAL CONTRACTORS .""' Mt L ttcat 110.0, w 101 • "CH MfL M enol • rwc (oe»111-e1M • rM (n7)w " • Y ' eve.p�yrlq,•sn PREPARED FOR: PHONE NUMBER: PAGE NUMBER: • • • ......••• ......•• JOHN PECK 694-2400 3 OF 3 D e C '• t Y Ca ess: LEGAL DESCRIPTION: DRAWN BY: Q0y,. —7 SS e� EAGLE RIVER VALLEY RANCHETTES. LOT 39 B.F.M. D�n° e �31�� OF WORK: DRAWING (Rev. 01)05) 7 GARNESS ENGINEERING GROUP, Ltd CONSULTANTS S GENERAL CONTRACTORS SOIL LOG — PERCOLATION TEST LEGAL DESCRIPTION: EAGLE RIVER VALLEY RANCHETTES, LOT 39 PERFORMED FOR: JOHN PECK DEP ei� ORGANICS TEST HOLE --#-1 1 ••-SOIL CLOCK TIME I NET TIME (MINUTES) • . 111111111 7/20/2007 .1 1 II:IIIJIGM %//% CIL .moi. NHN • 2 3:15 WOH CH 2- sc,, ...... - 9 GM TO SM 10 (HARDPAN) 11 12 13- 14- 15- 16- 17- 18 31415161718 DEPTH TO DATE GROUNDWATER DRY 7/20/2007 9:14 2 v •.ver 0rnes E-7953 ,• i T CHED SITE PLAN DATE READING CLOCK TIME I NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 7/20/2007 .1 1 2:45 1 - 6- - 2 3:15 1 30 4• 2- 3 3:15 - 6• - 4 3:45 30 4- 2- 5 3:45 - 1 6• - 6 4:15 30 1 4- 2" 19 I I PERCOLATION RATE 15 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) 7IL�II TEST RUN BETWEEN 4.0 FT. AND 4.5 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: N YES ❑ NO SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: BENNY MAUS COMMENTS: PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WA§ PE FORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: ZS > MUNICIPALITY OF ANCHORAGE Sonja Garness From: Wockenfuss, Deborah M.[WockenfussDM@ci.anchorage.ak.us) Sent: Tuesday, July 31, 2007 2:45 PM To: Sonja Garness Subject: Eagle River Valley Ranchettes, L3B.doc Attachments: image002.png; oledata.mso - - p i F ! Municipality of Anchorage Development Seryices Department j - Building Safety Division On -Site Water and Wastewater Program _ --- 4700 South Bragaw St. J P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907)343-7904 ON-SITE SEWER/WELL SUBMITTAL COMMENT SHEET To: Legal description: Eagle River Valley Ranchettes, 136 Permit C.O.S.A. Inspection Report Page 1 of 1 The attached paperwork has been reviewed and Is being returned for the following reasons: 1.On the site plan for the tank it states "Proposed 1500 (per Owner)...", what is this referring to? 2.The effective depth on the profile is drawn incorrectly. 3.The proposed system is too deep compared to the bottom of the hole. 4.Will the seepage pit be filled with grout also. Name of reviewer: Deb Date: 7131107 S•rC� C) w c.fJL S t TV o 6"- `a AJ S .F -P 7-y�. (T rs A--1 . r do 1:-. F�oo(1— 7/31/2007 7�oP��- 00 R1rI-%AP r AUNICIPALITY OF ANCHORAGE • \1 DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION ENVIRONMENTAL ENGINEERING DIVISION l 825 L Street - Anchorage, Alaska 99501 Telephone 264-4720 ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT NAME (� C�.00 0.fL SSV — PHONE O (oQ4—Z�OaP<UPGRADE ❑ NEW MAILING ADDRESS LEGAL DESCRIPTION � 3 Q� EAGLE RwER R��Cti}E;TCES LOCATION U w RR S'riZ� AFI= l�oP NO. OF BEDROOMS 3 UY DISTANCE TO: Well Absorption area Dwelling PERMIT NO, 1 8 O to t 5 Q W 9 Manufacturer Material No, of compartments to Liq. capacity in gallons IF HOMEMADE: Inside length Width Liquid depth Y J 0z DISTANCE TO: Well Dwelling PERMIT NO. O z a x -r ManufacturerMaterial Liquid capacity in gallons W = DISTANCE TO: Well Foundation Nearest lot line l D l PERMIT NO. .j tL Z f„ Z W No. of lines1 Length of each line Total length of lines 4_ Trench M %(o inches Distance between lines a lam- CC Top of tile to finish grade ' 1 r 4 ( t Material beneath the , Z inches Total effective absorpti n area W a Length Width IA Depth PERMIT NO. dH W E: Type of crib Cri di met r A Crib depth Total effective absorption area Lu U) DISTANCE TO: We' Building foundation Nearest lot line J Class Depth Driller Distance to lot line PERMIT NO. W 3 DISTANCE T0: Building foundation Sewer line Septic tank Absorption area(s) OTHER PIPE ATERIALS M 1 S tPE ? Q A Q L SOIL TEST RATING INSTALLER S 6lF REMARKS � d .o l8 O t_ AP D DATE LEGAL Qk�_h A� -1 \ \(\wl gis 72.013 (Rev. 3/781 r•7 u rel I r_ I F 'I T'T" I F A rel �� H �t �� r=- �Y/W♦ xt- 825 DEPARTMENT OF HEALTH AND ENVIRONMENTAL Pr-,O-lctCTION 6n 'L' STREET, ANCHORAGE, AK. 99501 { 264-4720 11:1 nr4—_. I TE EL4EF? 1_1F GFR t=iC}E F=M- FR I -F- PERMIT NO. C 780615 APPLICANT ROGER. SEVERSON BOX 149 CREST,fIEW LANE 694 2308 LOCATION MAN 0 WAR STREET LEGAL L3B EAGLE RIVER RANCHETTES LOT SIZE 19000 SQUARE FEET TYPE OF SOIL ABSORBTION SYSTEM IS: TRENCH MAXIMUM NUMBER OF BEDROOMS = 3 SOIL RATING (SQ FTr'BR)= 192 THE REQUIRED SIZE OF THE SOIL ABSORPTION SYSTEM IS: , G■EF=`TF-1= 1LO LEr-.IUTH= f 1CiF,F=IV EL GEF -F E THE LENGTH DIMENSION IS THE LENGTH CIN 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 CIN 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 CIN FEET). F"E=—G!u I FREG> FEE F•T I u-lrnNF: E~ 12: E= ElEl C3nL_t-cIr4 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. --- -rL40 <'_ > I N8_=3F'E0 T I N:. HF= E Fz--E: U I F? EGm --- BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION AND APPROVAL BY THIS DEPARTMENT WILL BE SUBJECT TO PROSECUTION. . MINIMUM DISTANCE BETWEEN A WELL AND AFJY OFJ-SITE SEWAGE DISPOSAL SYSTEM IS 100 FEET FOR A PRIVATE WELL; OR 150 TO 200 FEET FROM A PUBLIC (JELL DEPENDING UPON THE TYPE OF PUBLIC IJELL. OTHER, REQUIREMENTS MAY APPLY. SPECIFICATIONS AND CONSTRUCTION DIAGRAMS ARE AVAILABLE TO INSURE PROPER. INSTALLATION. F EFRM I T E:4 F=I F; E'er C}ECErlEDEFR, a -1 1 r F-= I CERTIFY THAT 1: 1 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 THE CODES. 3: I UNDERSTAN AT THE ON-SITE SEWER•. SYSTEM MAY REQUIRE ENLARGEMENT IF THE RESIDEFJCE IS ,EM ?ELED TO INCLUDE MORE THAN 3 BEDROOMS. SIGNED:_ -- = �G_� ---------------------- APPL 'ANT ROGER SEVERSON ISSUED BY---- - ------------ ------ DATE ---------�-7� V3. 2 T 7* j -j It t r I i .� T. 1;71 FiI. V F LAI 1 f5w. I V I- VOONFAM? OWN! fill, AJ .104 Ir l .. " I i : e? I +::'T 110 If I ; I _'. 1, 1 '. :11 ", -1 ). U-' ' --2 i'r i 01142;" Hot, I zr-1 I -:i 3 --1 tlt A —F L.- 121. .1 F11 A: 14'r.,v.?_j 2!n* a vulawnyu orrain Fyn - 1:±1 -'T 1I= 7 l_; :! 1.. 1 14 F,a4 ::j 1 I _q 3M' _+:I t"i'll CC,`] t "A .sr -.:A A- 1i --_-P IFF U 1-7-1 -11'�l I i I' f 1-1 jt-�, 3 1 'Imus Do I aw"I I '11- All' �A,:' -1-n". 11Y, - "Y i T k, lz� I _q 3M' _+:I t"i'll CC,`] !+-_a_' _j C. .sr -.:A A- 1i --_-P F I _r is 1: <T: Q_-! "A 1, A A A ..'c•! '1-!.1_!-1 102 "M j 1[.1T WOM11 Ur sp vr A I "1 11 1 j I I.I!T111 I e 0,; t J 1 :-1 L; i _T;i 113 101 RYF 111 JAM2111 j,1111 1 j:V1 T-1 -I.Y.1 f C"T 1411 101 11071A )"A -MIT IDT AUTO .1-1:3'I Q! A C, T ! -71 1 1:111 1 i j 1: 11 1 l ao 4pt,� `]'•,, A_ J W! J-134 ?1t T 'FFIVIT TVTJ::.Il 11-9111 j 013A MIMT - 7 W 119110A 'AM 010 Q A! L A 11 A.' I.) ;- T'.113 FOUR' it; . I J.1 L 1 1-1, .3:1 1 'It (ji ._1 j ,-11-1 AW 1 A Al 1 Al IVA it F 4"N Ell 1 Q _11.11.1 11 A 11 C: 0 1!:1;1 &11U10 j 0 i =i1 Q it 12 !'!I: r 'F!;! r 'Til i 1 111 `-: ..1 IT sp vr A I "1 11 1 j I I.I!T111 I e 0,; 004:009 3. 113 101 RYF 111 JAM2111 j,1111 1 j:V1 T-1 -I.Y.1 f C"T 1100970M -pir ao 4pt,� Steven A. Johnson ' Box 76 Chuglak, Alaska 99567 Phone: 688-3085 r` ^1 X Soils Log X Percolation Test Performed for `C C���� r c V e. f�f b+ Date 1 17, 1 7 q Legal Description L n + �� Cc. yI �_K vc,r c.,�, :.� • �i c_S i Test Pit Location 54 7_� t 04 } C_ uJ rhc,Y 0 p'fo �' r y oL-j L� s �.� 5 /} w�or9C-0 2 E 6 X 12 14 � �}O Icy o�ra�r hrGwh S• � F•1 Sc.��,�.I. � r� uc� C6 M 1 c.J iC S o L (C Com. t, SC h �,� �r�vC-I (`C,� W� C` C� w/ bDu Y -C, +n Bo +2Ib1 6VIj 16 1� LTotal depth this test rir. feet AVERAGE ABSORPTION AREA REQUIRED FROM SOILS LOG /C1 ft.2/bd=. n -.--NET TIME `.1 n. MT DROP I FRC T n --IP C) •.S I�,o a•D .o ,o .O Percolation rate Signed minutes/inch 13 1 ?9 GAAB-H0.1 . L. G�.FATER ANCHORAGE AREA BOROVM Y HEALTH DEPARTMENT 1 327 EAGLE ST. ANCHORAGE, ALASKA 99501 279-2511 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM —� MAILING �' NAME /��� I--Ze AD KESS I ^ PHONE— LOCATION C�•�tG /LL1wJ L�CG /f% /�.lC�� � S�RIP110N SEPTIC TANK: NUMBER OF DISTANCE FROM WELL MATERIAL ��� COMPARTMENTS_ 257/�i�'L 0i4g Z3;Z7 t QUID LIQUID CAPACITY GALLONS. INSIDE LENGTH INSIDE WIDTH-DEPTH- SEEPAGE IDTH DEPTHSEEPAGE SYSTEM: SEEPAGE PIT: NUMBER OF PITS OUTSIDE DIAMETER OR WIDTH , LENGTH /� , DEPTH_ 14 LINING MATERIAL` / 'eDISTANCE FROM WELL R��/ BUILDING FOUNDATION , NEAREST LOT LINE TOTAL EFFECTIVE ABSORPTION AREA (WALL AREA) e:;2f�'9 SQ. FT. TILE DRAIN FIELD: DISTANCE FROM WELL FOUNDA NUMBER OF LINES DISTANCE BETWEEN LINES ABSORPTION AREA SQ. FT. LENGTH OF EACH LINE NEAREST LOT LIN TRENCH WIDTH TOTAL LENGTH OF LINES IN. TOTAL EFFECTIVE DEPTH: TOP OF TILE TO FINISH GRADE DEPTH OF FILTER MATERIAL BENEATH TILE IN. ABOVE TILE WELL: LOT LINE TYPEJ��LL, X1771 - DISTANCE FROM WATER BUILDING FOUNDATION. - SAMPLE , NEAREST NEAREST SEPTIC SEEPAGE OTHER SEWER LINE—, TANK , SYSTEM , CESSPOOL—. SOURCES— DIAGRAM OF SYSTEM DATE z'� APP GAAR41D•2 ` GREATEN ANCHORAGE AREA i, -)ROUGH Case No. IlEALT11 DEPARTMENT 327 Eagle St. Anchorage, Alaska 99501 279.2511 SEWAGE DISPOSAL SYSTEM - APPLICATION & PERMIT v NO) NAME OF APPLICANt! ff Ar„ f7 1i '' MAILING ADDRESS PHONE NO. RESIDENCE ADDRESS LOCATION OF INSTALLATION I�IQ. •+/ ��% - �(l ('1r "D r)LEGAL DESCRIPTION r. -: — 3 Aj�'?a% Irl 01?' 14 APPLICATION TO INSTALL: SEPTIC TANK ✓ , SEEPAGE PIT t% () , DRAIN FIELD (' , OTHER TO SERVE THE FOLLOWING FACILITY FINANCED THROUGH ���� TO BE INSTALLED BY�,t;" PERCOLATION TEST RESULTS �� F ANTICIPATED DATE OF COMPLETION BELOW TO BE FILLED OUT BY HEALTH DEPARTMENT ,/��-�f e- ��'✓ 1�� 1' C � r v THIS IS TO SERVE AS ^^ ' ^ ��1�`1'�'" ' , PERMIT TO INSTALL A a AS DES RIBED BELOW. SIZE OF UNIT TO BE SERVED .SEPTIC TANK SIZE «� TYPE ='��� `��_ SEEPAGE AREA �"gg '9 TYPE •� DIAGRAM OF SYSTEM C�? �liEl ✓u�7 DISTANCES:w 5' Z - Z e�} a o{a OLA -IM 15' y'" • � (lam W f aZ�}0 �. xt JV Health Authority I certify that I am familiar with the requirements of Greater Anchorage Area Borough Ordinance No. 28-68 and that the above described system is in accordance with said code. DATE Z69 APPLICANTS SIGNATURE �.:& ■■■■■■■!11■il■■1111■■�1�.;�I1■■ I certify that I am familiar with the requirements of Greater Anchorage Area Borough Ordinance No. 28-68 and that the above described system is in accordance with said code. DATE Z69 APPLICANTS SIGNATURE �.:& r^ r'' 4c) 1� ck Cp 4" ouev Tile " u,to � 36 pca5fr� gamp MUNICIPALITY OF ANCHORAGE o Development Services Department Phone: 907-343-7904 On -Site Water & Wastewater Section Fax: 907-343-7997 Certificate of On -Site Systems Approval Parcel I.D. 050-221.31 1. GENERAL INFORMATION Expiration Date: Joe (3 Complete legal description EAGLE RIVER VALLEY RANCHETTES LOT 313 Location (site address) 19008 MAN 0 WAR ROAD, EAGLE RIVER, AK 99577 Current property owner(s) JOHN C. PECK Mailing address Real estate agent Day phone 19008 MAN 0 WAR ROAD, EAGLE RIVER, AK 99577 2. TYPE OF DWELLING: ® Single Family (w/wo ADU) ❑ Duplex ❑ Multiple Dwellings (Single Family and/or Duplex) 3. NUMBER OF BEDROOMS: 3 Day phone 4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Private Well ❑ Private Septic Water Storage ❑ Holding Tank ❑ Community Well ❑ Community ❑ Public Water System® Public Sewer El Waiver request for: _bl" a'Cn /� % // p i -o jae"' T�/ l/ h e 1 Distance: C Received by: COSA to be released to the engineer, unless otherwise requested by the engineer. COSA Fee $11;�-0 Date of Payment l �} l m 2-6 Receipt Number COSA# QSC �61a3� Date: Waiver Fee $ 906 /16? - 15 Date of Payment 25 Ja00 0 Receipt Number '� 15 23 5 Waiver # CIS V 'Q0 I () 3 Z COVID-19 25% DISCOUNT APPLIED 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. I acknowledge that On -Site staff may visit the site to verify the information submitted. Name of Firm FIRST WATER CONSULTING Phone 907-350-9566 Address 13030 SUES WAY, ANCHORAGE, AK 99516 Engineer's Printed Name CURTIS HUFFMAN, PE Date 6/8/2020 Comments: This investigation was completed in compliance with MOA guidelines, regulations, and best industry practices / methods. 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 in land use, local soil characteristics, groundwater levels that may fluctuate during the year, quality of construction (workmanship & materials), the water usage of the family being served by the system and maintenance. 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, any estimate of how long a system will function satisfactory for current or future occupants or guarantee that no unseen encroachments, deficiencies or discrepancies exist can be given by First Water Consulting & 45 6. DSD SIGNATURE ISystem #1 Approved for 3 bedrooms System #2 Approved for bedrooms Disapproved Conditional approval for bedrooms, with the following stipulations: .gi(((l(((((l/.. %A1AQTr.1iP.!ATl1=P Z= PROGRAM By: Original Certificate Date: 61.2 5 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 Checklist Legal Description: EAGLE RIVER VALLEY RANCHETTES LOT 3B Parcel ID: 050-221-31 If more than 1 septic system on lot: COSA Checklist # of Structure served by this system A. WELL DATA – PUBLIC WATER Well log is filed with Onsite (or attached) Date drilled Total depth ft Cased to ft Sanitary seal is functioning correctly Wires are properly protected Casing height (above ground) in. Date of flow test for COSA Static water level at beginning of test ft. Well production at time of test gpm Water storage tank volume gallons Well disinfected for coliform test? Yes No Coliform bacteria is Negative Nitrate mg/L Nitrate less than MRL (ND) Arsenic ug/L Arsenic less than MRL (ND) Collected by Date of Sample Comments __________________________________________________________________________________ B. TANK DATA Age of tank(s) 13 years Tank type/material STEP / STEEL Measured operating fluid level in septic tank *42” Standpipes/foundation cleanout per record drawing Date of pumping 6/4/2020 C. LIFT STATION Required maintenance completed Age of lift station 13 years Lift station material STEEL Comments: *FLOAT LEVELS D. ABSORPTION FIELD DATA Which system tested (date installed) 8/7/2007 ALL standpipes present per record drawing Total measured depth from grade 12.9 ft (max) Measured depth to pipe invert from grade ft (min) N/A – pressurized field Monitor tubes go to bottom of effective. If not, state depth into effective Code-required soil cover over field System presoaked (Required if vacant for greater than 30 days prior to date of test) Gallons introduced gallons Adequacy test date 6/8/2020 Results Pass For 3 bedrooms Fluid depth prior to test 12 in Water added 680 gal New depth 26 in Elapsed time 95 min Final fluid depth 15 in Absorption rate 450+ gpd Any rejuvenation treatment (past 12 months) N If yes, enter date Comments/Deficiencies: E. SEPARATION DISTANCES From Private Well on Lot to: (Please enter distances if less than required or if community well) NA Septic Tank/Lift Station on Lot > 100’ Yes if No ft Neighboring Tank > 100’ Yes if No ft Absorption Field on Lot > 100’ Yes if No ft Neighboring Absorption Fields > 100’ Yes if No ft Community Sewer Main > 75’ Yes if No ft Community Sewer Manhole/Cleanout > 100’ Yes if No ft Private Sewer/Septic Line > 25’ Yes if No ft Holding Tank > 100’ Yes if No ft Animal Containment > 50’ Yes if No ft Manure/Animal Excreta Storage > 100’ Yes if No ft From Septic/Holding Tank on Lot to: (Please enter distances if less than required) Building Foundations > 10’ Yes if No ft Property Line > 5’ Yes if No ft Absorption Field > 5’ Yes if No ft Water Main > 10’ Yes if No ft Water Service Line > 10’ Yes if No ft Surface Water > 100’ Yes if No ft Wells on Adjacent Lots: Private Wells > 100’ Yes if No ft Community Wells > 200’ Yes if No ft If septic tank is under driveway comment below From Absorption Field on Lot to: (Please enter distances if less than required) Building Foundation > 10’ Yes if No ft Property Line > 10’ Yes if No *5’+ ft Water Main > 10’ Yes if No ft Water Service Line > 10’ Yes if No ft Surface Water > 100’ Yes if No ft If absorption field is under driveway comment below Wells on Adjacent Lots: Private Wells > 100’ Yes if No ft Community Wells > 200’ Yes if No F. ENGINEER’S COMMENTS *WAIVER REQUESTED W/ COSA G. ENGINEER’S CERTIFICATION I certify that I have determined through field inspections and review of Municipal records that the above systems are in conformance with MOA COSA guidelines in effect on this date. 6/24/2020 a P.O. Box 196650 0 4700 Elmore Road Anchorage, Alaska 99519-6650 0 (907) 343-7904 e Fax (907) 343-7997 http://www.muni.org/Onsite Development Services Department On -Site Water and Wastewater Section t)epartment XXX ARIAMMWAIVER RIE"VIEW 3'rK?'C Waiver#: OSV201032 COSA#:OSC201237 Permit#: PID#: 050-221-31 Legal Description: Eagle River Valley Ranchettes Lot 3B Engineer: First Water Consulting Applicant: John Peck 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 5.0 feet. See engineer's waiver request for justifications. This waiver approval applies to the existing absorption field only. Any future upgrade to the on- site wastewater disposal system will require all separation distances be met or another approval from this department. M m m m m m v m m m m m m m m m m m m m m m m m m m m m m m m m m m m m v m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m l Waiver is Granted: X Waiver is not Granted: Date: a�5 Approved by: Name of Reviewer vmevmvmmmmavavmvvmmmmvamvvmvvmmmmvvamamamevvvvammvavavvmmmmvavvmvmvmvmmvvvvmmvi 13030 Sues Way, Anchorage, AK 99516 907-350-9566 / firstwaterAK@gmail.com June 23, 2020 Municipalities of Anchorage On-Site Water & Wastewater Program 4700 Elmore Road Anchorage, AK 99507 RE: LOT LINE TO FIELD WAIVER LEGAL: EAGLE RIVER VALLEY RANCHETTES LOT 3B Per the recent attached as-built survey by Ken Lang, LS dated June 23, 2020, the existing septic field is within the required 10’ separation distance to the lot line. The measured distance is approximately 7.5’ from property line to the monitoring tube and we are therefore requesting a waiver to 5’ to lot line at this time based on the record inspection documents within the MOA file. The system has been in operation since 2007 with no known issues and we do not expect there to be any adverse effect on the adjacent lots be granting the waiver. Please contact us if you have any questions. Sincerely, Curtis Huffman, P.E. MUNICIPALITY OF Development Services Department's On -Site Water & Wastewater Section Septic Tank: ANCHORAGE Lift Station/Pump Vault Maintenance Log Phone: 907-343-7904 Fax: 907-343-7997 Street Address IIg6be nc�c, C) 1, M -Sludge level inches -Pumping: requiredes no -Pumping completed es no Lift station: �Svc�e -Pump basket cleaned es no -Effluent filter cleaned es no -Control floats cleaned es no -Proper float settings confirmed (e4 no -Operation satisfactory es no Alarm Svstem: -Dedicated electrical alarm circuit es no -Audible and visual alarm inside dwelling Gno -Alarm system operation satisfacto not satisfactory Manhole Riser -Ground water intrusion at riser to tank connection yes no -Ground water intrusion around pipe penetrations es o -Manhole lid: Functional es no Insulated es no Other -Weep hole functional A no Properly Secured (yesN no -All manufacturer required inspections and maintenance completed es no Comments: Qualified Maintenance Provider: Technician LG-,�z �y]3 a_ls Company L a. S Sec v C' S Signature Date of maintenance 6 S5\xae z© Date bSunz 2b ASPHALT WOODEN FENCE MAN 0 WAR ROAD � - RETAINING WALL PIPES GARAGE 0 7.1' 1 Lot 3B 17,955 S.F. O 1.7' CANT 4.1'x9.1' PORCH 1 STORY RESIDENCE w/ DAYLIGHT BSMT. DECK 9'x17' SHED CANT to Lot 2A 26.0' _ RETAINING WALLS -10'x14' HOT TUB ENCLOSURE ON DECK 10' UTILITY EASEMENTS I hereby certify that I have surveyed the following described property: LOT 3B, EAGLE RIVER VALLEY RANCHETTES (PLAT No. 63-129A) Anchorage Recording District, Alaska, and that the Improvements situated thereon are within the property lines and do not encroach onto the property adjacent thereto, that no improvements on the property lying adjacent thereto encroach on the surveyed premises and that there are no roadways, transmission lines or other visible easements on said property except as indicated hereon. Dated this the -- z1 Day of ___ at Anchorage, Alaska 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. 49TH¢I KENN .H. ..4LAN ..:.o .. Ce�2� Z`r7A.•' �uG -5202.- yJOO p 4Q ... ego 4 R '-ESSIONAL o'er ��4000��0 AECC963 WOODEN FENCES Lot 3C Lot 3D Lot 2C NOTE: 1) THE DECK ON THE BACK OF THE GARAGE ENCROACHES 9.9' INTO THE 10' UTILITY EASEMENT AND 0.6' ONTO LOT 3A AT THE SOUTHWEST CORNER. 2) THE LOT IS SERVED BY A COMMUNITY WATER SYSTEM. PLOT PLAN ___ AS BUILT _x_ SCALE _ 1-=30__ GRID _ NW 0054__ Project No. ___ 20-317f_A1__—_ 11500 Daryl Avenue, Anchorage, Alaska 99515-3049 Lang & Associates, inc. (907) 522-6476 Phone (907) 522-4625 Fax p00O��00 o OF A Professional Land Surveyors kenOlongsurvey.com ., cQ jonothanOlongsurvey.com<".... I hereby certify that I have surveyed the following described property: LOT 3B, EAGLE RIVER VALLEY RANCHETTES (PLAT No. 63-129A) Anchorage Recording District, Alaska, and that the Improvements situated thereon are within the property lines and do not encroach onto the property adjacent thereto, that no improvements on the property lying adjacent thereto encroach on the surveyed premises and that there are no roadways, transmission lines or other visible easements on said property except as indicated hereon. Dated this the -- z1 Day of ___ at Anchorage, Alaska 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. 49TH¢I KENN .H. ..4LAN ..:.o .. Ce�2� Z`r7A.•' �uG -5202.- yJOO p 4Q ... ego 4 R '-ESSIONAL o'er ��4000��0 AECC963 Time APPLIG IT FILLS OUT UPPER HAL,"ONLY Time /D:/D&Let Time Date Date Property Owner v " Inspector Inspector Mailing'Address 1 Zip Code Field Notes: Buyer MUNICIPALITY OF ANCHORAGE Address DEPT. OF HcJLTH P, ENVIRO.W2NTAL PROTECTION Zip Code 2 77— Lending Institution r - Phone Address \ Zip Code ( ) DISAPPROVED _J 276 —226 1 Realty Co. 6 Agent M Phone Address �e. �` `Y GwV Zip Code Well To Absorption Area 276 - 2 76 1 Legal Description 7 _y 7r Well to Tank Septic Tank Size Street Location o-7 15 Type of Residence C.,Vngle Family ❑ Multiple Family No. of,Bedrooms . ❑ Other Water Supply ❑ Individual ATTACH WELL LOG. A well log Is required for all wells drilled since June 1975. [YEbTff`munity For wells drilled prior to that date, give well depth (attach log If available). ❑ Public Utility Sewer Disposal C Afrrdividual Year Individual Installed: ❑ Public Utility When Connected to Public Utility: ❑ Holding Tank NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED. Time Time Time /D:/D&Let Time Date Date Date a� Date Inspector Inspector Inspector Inspector Field Notes: MUNICIPALITY OF ANCHORAGE DEPT. OF HcJLTH P, ENVIRO.W2NTAL PROTECTION X 10-44' 7�-741 _ I ' rtz' MAR 7 tS i"s 4r--T=--7- 'Vk RECEIVED ( ) APPROVED BEDROOMS Z *CONDITIONS OF APPROVAL ( ) DISAPPROVED _J ( ) CONDITIONAL APPROVAL' DATE u BY: Soils Rating Date Sewer Insta Jed Well To Absorption Area Well Log Received 7 _y 7r Well to Tank Septic Tank Size 72 023 (30M "I I' nn March 14, 1983 (71 r -)6A Graham Young RED?AX Subject: Lot 3 B 'Eagle River Ranchettes Approval for the individual sewer and water facilities cannot be granted until the following.items have been completed: ° The septic tank pumped with a receipt submitted to this department. ° Expose the septic tank manhole to verify its existence. ° A four (4) inch cleanout needs to be installed to the sep- tic tank.. d An adequacy test needs to be performed on the existing leaching area. This test will determine if the system is adequate according to stational Standards. A listing of private firms performing the test is enclosed. This report need, to be submitted to this office for our review. Please notify thin Department for a reinspection when the noted discrepancies have been corrected. If there are any further questions, please call this office at 264-4720. Sincerely, JR154/p/E1 Enclosure I l Jim Roberts Associate -Environmental Specialist EXCAVATION WORKSRB 196X h STATEN 'T -- CIVIL ENGINEER EAGLE RIVER, AK 99577 DATE: r! Z�ih; ' 4 PHONE: 694.2979 'F9V`F A,Vt• Pl PSP i NAME: ADDRESS''"' A(J`J�� DESCRIPTION AMOUNT TOTAL 2S0, W BALANCE DUE ON RECEIPT. 1V:% PEk MONTH ON ACCOUNTS OVER 30 DAYS. r D EXCAVATION ROBERT A. SHAFER WORK CIVIL ENGINEER 694.2979 OPAGE April 4, 1983 N1Ut11Ct°�111Y OqANCHf'DEPT.OF`LTFI Y. dO TECTIOT4 ENvtRo, NTA P APR 113 :s o`�. 2. GRtA-v-,;R ANCHORAGE AREA BOROUGH " ` DEPARTMENT OF ENVIRONMfNTAt QUALITY 3500 TUDOR ROAD ANCHORAGE. ALASKA 99507 279-8686 DATE RECEIVED: INSPECT: c;? TIME: /00,II30 10ow REQUEST FOR APPROVAL OF INDIVIDUAL SEWER AND WATER FACILITIES FOR Gm2o APPROVAL REQUESTED BY: MaC(G 3rr1&Ar7DA✓ ADDRESS: A!?-& - ko? x444— 4.��- - -- PHONE • -�- 3 ?/ PROPERTY OWNER: /4pr f: p ,L ayca k„ PHONE: 3. LEGAL DESCRIPTION: 40 r 3- 4. TYPE FACILITY TO BE INSPECTED: fal 4{!,^e,,^_ STREET: NUMBER OF BEDROOMS: Q S. WELL DATA: I 'jam f A. TYPEc`t�.[ !`UF lO I tL B. DEPTH A00624Dc��I11 C. SIZE 0. CONSTRUCTION E. BACTERIAL ANALYSIS_ 6. SEWAGE DISPOSAL SYSTEM: CY,<4en� A. SEPTIC TANK (IF HOMEMADE, SHOW DIAGRAM ON BACK) I. SIZE 1 2. AGE !/Y51'gl/� ��a 4 3. MANUFACTURERA 4. INSTALLER MR tj .�, . APPROVAL REQUEST' -FOR SEWER & WATER FACILITIES', PAGE TWO B. SEEPAGE PIT 1. SIZE 2. LINING dawmeAJZ elAAS /WAJDIAAd) C. DISPOSAL FIELD 1. NUMBER OF LINES 2. TOTAL LENGTH 7. REQUIRED MEASUREMENTS / A. WELL TO SEPTIC TANK +/ B. WELL TO SEEPAGE PIT C. WELL TO SEWER LINELt D. WELL TO PROPERTY LINE E. WELL TO OTHER POSSIBLE CONTAMINATION F. FOUNDATION TO SEPTIC TANK i G. FOUNDATION TO SEEPAGE PIT H. SEEPAGE PIT TO PROPERTY LINE c i� S. COMMENTS: APPROVED: ISAPPROVEO: DATE: 7` 7,DATE: APPROVAL VALID FOR ONE YEAR FROM DATE SIGNED. GREATER ANCHORAGE AREA BOROUGH DEPARTMENT OF ENVIRONMENTAL QUALITY