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HomeMy WebLinkAboutCROSS VIEW ESTATES BLK 1 LT 2Cross View Estates Block 1 Lot 2 #015-221-45 LL LL LLL co LL LL N ,N�c N o lU v c r O W It 4 v n m LD r r , ' �•' • ��' .3 M M �� • • N m N 47 O� N O �,p• �+•• • • Q • �% a. C C H U m a r a E n N t chi Or. co Z c 4)C7 C7 -' CD � m U � z R U � w O M ¢ .40,Q' ' �� ��• u � g u. Li = o : . ,•:� �5 „ o O � n w �y m ❑ Y o 9 v i i �` • k`��� r; d v . S `p a 6 z a� E d Lil z Q d V °' a Lij�, ❑ t t7 c .c m ) Z ~ = y W L: z N to li LLi E m ❑ U W J o �_ J w "� _0 O N Z N❑ rn m �, " Z a p Z Q Y a ' Z d) ~f' c C,- > m c v Q = O ¢ d N �- c c 7 0 .Q ® �' W Q c Q Q a C N 0� L U U (0 3 a o v o 'a W F- '5 : ca E c d w (D Z z H Q o m 3 A `6 N c6 D (d Q� ❑ N r Z �( '� E w Z a_ Q W d Q 0 �- J 2 E m 0 ZO ` 3 an u c7 fQ-- O. W (!) 3� Q a ta € U E J N Z °6 d ( 4 W ❑ Qw c m U3m C0 N 15 v a J 5 `m [A =H 2 ❑ U)O M }� ❑ Q Z Q m E Y vo p U Z Q v C W _• 1 L m z m r c ° UJ to Y Q z W W NU) i;5 0 oZ o o zQLL a ��,� Q O (n � J cn ~ °a Z Z N a a a o _a ti !n o q 2 v) W Xcn W o N z W 0 w O w O 0 Q � > O >, W V o- i i i { v N LL N lL W Q N = {'� Q N 11 Q Y LL N td d lc0 LL. w t' W _0 F n W fn t + + + Z Q 0¢ (� Z Z Q Z Q N to 0 J m r 01 m Q Z(b a C O O O O Or Or W O§ Z z I V,- '2 lil v ~ U N W O 0 V- 0 N w W W fn Z d Q O O Z � W ❑ j ~ F o N � Q oy O C 7® z QJ W NW �= J CU) o� 4 _ m m c -� ti O a v m 0 > V O c C 0°aM a c Q Uv� n 3 Q v t c m O o CD w v o a s c ++ 0 ++ c �Q ro a� 3 p t W_� U W o LL (E U •vwi N c (A Q � ❑ Z L1_ in to J ~ (q Ll U o PID:015-221-45 PERMIT:OSP241075 Michael N. Anderson, P.E. CROSS VIEW ESTATES BLOCK 1, LOT 2 Michael N. Anderson, P.E. CROSS VIEW ESTATES BLOCK 1, LOT 2 MUNICIPALITY OF ANCHORAGE On -Site Water & Wastewater Program PO Box 196650 4700 Elmore Road Anchorage, Alaska 99519-6650 Phone: (907) 343-7904 Fax: (907) 343-7997 �� r http://www.muni.org/onsite DeIlaI- trnent On -Site Wastewater Disposal System Permit Permit Number: OSP241075 Effective Date: 5/13/2024 Work Type: SepticTank Upgrade Expiration Date: 5/13/2025 Tax Code Number: 01522145000 Site Legal Address: CROSS VIEW ESTATES BLK 1 LT 2 G:2737 Site Mailing Address: 5031 HERITAGE HEIGHTS DR, Anchorage Owner: MOREHEAD ROBERT W Lot Size in Sq Ft: 40043 Design Engineer: FIRST WATER CONSULTING Total Bedrooms: 6 This permit is for the construction of: ❑ Disposal Field Q Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage All construction shall be in accordance with: 1. The attached approved design. 2. All requirements specified in Anchorage Municipal code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations (18AAC72) and Drinking Water Regulations (18AAC80) 3. The wastewater code requires inspections during the installation. The engineer shall notify the Development Services Department per AMC 15.65. Provide notification by calling (907) 343-7904 (24/7). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather shall be either: a. Opened and Closed on the same day, or b. Covered, sealed, and heated to prevent freezing Received By:-� �1 Issued By: Date: Date: 3 2sb Z y MUNICIPALITY OF ANCHORAGE Development Services Department Phone: 907-343-7904 On -Site Water & Wastewater Section Fax: 907-343-7997 ON -SITE SEPTIC/WELL PERMIT APPLICATION Parcel I.D. 015-221-45 Property owner(s) ROBERT W MOREHEAD Day phone Mailing address 5031 HERITAGE HEIGHTS DRIVE, ANCHORAGE, AK 99516 Site address 5031 HERITAGE HEIGHTS DRIVE, ANCHORAGE, AK 99516 Legal description (Sub'd., Block & Lot) CROSS VIEW ESTATES BLOCK 1, LOT 2 Legal description (Township, Range & Section) Lot Size 40,043 Sq. Ft. Number of Bedrooms 6 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (® all that apply) Absorption Field ❑ Initial ❑ Single Family (SF) 0 Septic Tank 0 Upgrade nX (w/wo ADU) Holding Tank ❑ Renewal ❑ Duplex (D) El Privy ❑ Multiple Dwellings ❑ (SF and/or D) Private Well ❑ Water Storage ❑ THIS APPLICATION INCLUDES A WAIVER REQUEST FOR: Distance: I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal Codes. (Signature of property owner or authorized agent) Permit/Rush Fees: 0?-ZS Waiver Fees: Date of Payment: 511ZN Date of Payment: Receipt Number: Ct I I06 f Receipt Number: Permit No. (,Sri `i 1 07S Waiver No. GADevelopment Services\Building Safety\On Site Water and Wastewater\Forms\Client Forms\Permit Application.doc 13030 Sues Way, Anchorage, AK 99516 907-350-9566 / firstwaterAK@gmail.com ! !! May 6, 2024 Municipalities of Anchorage On-Site Water & Wastewater Program 4700 Elmore Road Anchorage, AK 99507 RE: SEPTIC TANK & STEP UPGRADE PERMIT LEGAL: CROSS VIEW ESTATES, BLOCK 1, LOT 2 It has been discovered that the upper deck supports are above the existing septic tank and the tank integrity most likely impacted. Therefore, the owner has requested that a tank upgrade permit be obtained. We propose that the existing tank be decommissioned per code, filled with concrete with a new single compartment 1250-gallon HDPE tank and a 1000-galon HDPE STEP tank installed per the attached design. No groundwater was noted in the MOA on-site file, but if groundwater is encountered during installation an epoxy coated steel septic tanks may be required. The lot and area are served by private water and any encroaching wells, easements, … must be staked prior to construction. The design will not impact any of the neighboring properties. Please contact us if you have any questions. Sincerely, Curtis Huffman, P.E. Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP241075, Curtis Townsend, 05/13/24 FIRST WATER CONSULTING NO WELLS WITHIN 100' OF PROPOSED SEPTIC TANKS CROSS VIEW ESTATES BLOCK 1, LOT 2 DESIGN DETAILS: Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP241075, Curtis Townsend, 05/13/24 S89*59'32"E 170.19" Y-X-X- X-X-X-x-X-X-X-X- 1 30' C_� 0 0 10, 5' 0 n L0 Ld 30.5' 5.5' 2. 0' PAVED D/W (N _j 10. 0, 3 1.0, 52. 1' SEPTIC �7 LLJ I C) PIPE F V) 0) -in 0 (+ yp) 2'x9' 144 1 U C A w5.0"1N 1-- "---2' CANT C ON C C6 5. 0' o 1 X8, F 1'X1 0 2. 0' CANT C\j CANT In < 0 36.0' C5 Lli I WELL @011 N11- Li > o -CF) co LLJ Ld 0 r__ 0 rsr) < ry 0 0 Fy z Ld 10' T&E ESMT PUBLIC USE ESMT 1 O'x4O' CAS S' E 'S) M T � i 301 N89*58'56"E 16 6.16' 30' ANCHORAGE RECORDING DISTRICT, ALASKA AS -BUILT OF: CROSS VIEW ESTATES LOT BLOCK PLAT 2006-171 19 0 F 4 Z6 NNX ��N-sp SUS SURVEY CERTIFICATE: 1, John L. Schuller, Have conducted a 'Aw physical survey of this property as shown on this drawing and that the A Ai improvements situated hereon are within the property lines and no ip enchroachments exist other than noted. Under no circumstance should l4 49TH any information on this drawing be used for construction of fences, ?A ........ ... structures, improvements, or for establishing boundary- lines. ?A OA ?A ................ EXCLUSION NOTES: It is the owners responsibility to determine ?j HN L. SCHULLER.-' 0 the existence of any easements, covenants, or restrictions which LS-10408 0 do not appear on the recorded subdivision plat. tX • . . 4 A? 4, joilf 1831 Talkeetna Street WORK ORDER NUMBER: WE: SCALE: E-MAIL: Anchorage, Alaska 99508 MAY 5, 2024 1 =30' schullerakOgmcil.com AW - MD NUMBER, B00K/PAGE: f \,O\' ,,®, (907) 227-1455 office 24-036 DRAWN BY. CHECKED BY. Xil essionc\ ow I JLS SW2737 240149 INLV�l (907) 274-4992 fax S89*59'32"E 170,191 Y—X—X— X—X—X—X—X—X—X—X- 1 30' cli C SEPTIC * -1 10.5' PIPE '% -1 L0 typ C"' r LLJ M -0 M5' ,5' Lj 15.5' 2.0' PAVED D/W MH C3 _j 0 Ln 10. 0' r -i 52.1' Lj 1.0, Ln 0 1.0, 2'x 9' b X:r 5.0' 'NAN '0 W U-1 —2' CANT CONC 5. 0' N 1 X8, 1'X1 0 Z' 0, CANT 0 Ln < CANT 0 36.0 Li 0 Li WEILL ry 0 M z > ry < Cn 09 QO L -Li QO Cr_1 0 0 Fy Ld C) loop -a 0' T&E ESMT 5' PUBLIC USE ESMT 1 O'x4O' GAS ESMT 30' N89"58'56"E 166.16' 30' ANCHORAGE RECORDING DISTRICT, ALASKA AS -BUILT OF: CROSSVIEW ESTATES LOT2 BLOCKI PLAT 2006-171 'aow _�4u) Sup OF L '4 !""o SURVEY CERTIFICATE: 1. John L. Schuller, Have conducted a AW physical survey of this property as shown on this drawing and that the A 00F are within the property lines and no improvements situated hereon enchroachments exist other than noted. Under no circumstance should 49TH any information on this drawing be used for construction of fences, 0 ............... .......... 10i structures, improvements, or for establishing boundary lines. ?A ZA L / L )". EXCLUSION NOTES: It is the owners responsibility to determine. yj ......... .................. JOHN L. SCHULLER. ' 4 the existence of any easements, covenants, or restnctions which LS -10408 do not appear on the recorded subdivision plat. 'rx . . 1831 Talkeetna Street WORK ORDER NUMBER: DATE- SCALE; E—MAIL: 5. Anchorage, Alaska 99508 MAY 31, 2024 1 �$ =30' schullerckOgmallxom W lk�vic� 24-036-2 DRAYN BY. CHECKED BY. GRID NUMBER: BooK/PAM' ofessionc\ (907) 227-1455 office SW2737 240170 i�., JLS INL (907) 274-4992 fax 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.ci.anchorage.ak.us (907) 343-7904 Page 1 of 3 On -Site Wastewater Disposal System and/or Well Inspection Report Permit Number: SW070319 PID Number: 050-221-45 Nam"COLONY BUILDERS System: ■ New [I Upgrade Wastewatery Address. 9420 VANGUARD DR. #A "ANCHORAGE, AK 99507 ABSORPTION FIELD Phone: No. of Bedrooms: (907) 345-0371 5 ■ Deep Trench ClShallow Trento Deed DAlound 00tnar LEGAL DESCRIPTION W Ralhq: 0.6 told a.pU wen anginal pad.: 11 MAX rt OV/5e. r,. Block: Lot: Subdivision: Depth b P" bottom Iran eHpbwl pads: Cried depth berw lh plea: 1 2 CROSS VIEW ESTATES SEE DWG. n 7.26 s,. Township: Range: Section: rA odded above wlgnd pad.: CmN wrvth: — — — SEE DWG. n 108+ In. Creed wkAh: ft~ of Inn: balance bwwnn Inn: WELL: ■ New ❑ Upgrade 2.5+ FL 1 — In. Clawlcd.on peat.. ADC): PRIVATE Tatd D"MCoeM 225 Ta 225 Tela) ob.w lk,n area: 1568 F" nwAerld: D 3034/ F-810 r< R so. FL puler. ALPINE DRILLING We DrpMd: 1/19/08 5ldle wotw L.eed: 141 W~. RED DOG MASONARY We bulosed: 12/12-12/07 r< 11'14: " so 220 `"N ""gh2t ADon arca"':"4: TAN K 12 CpY R < iL SEPARATION DISTANCES ■septic 0Holding 0S.T.E.P. 0Other* To Septic Absorption Lift Holding ublic/Private Barwdadiwer. GREER cwocdr bt 9allarw• 2000 rrom Tank Field Station Tank sinew uses Well 100'+ 100'+ — — 25'+ Hol.rtd: STEEL fwwMe, d ea^Palrm^la: 2 Surface water 100'+ 100'+ — — — LIFT STATION Sire In od14ne: Lk,. leer. Lae Line 5'+ 10'+ — — — p M bed at ump dl pt. H,qh wine, alarm et Foundation 5'+ 10'+ — — — pump Yoke I: EWeukd bwpectiaro pe,fomw0 br. Curtain Drain NONE KNOWN BENCH MARK Remarks: Lowban and Dee dptkw: TOP OF CMU FOUNDATION ® FCO heww Ewaban: 99.69 n ENGINEER'S 3 Inspections performed by: GEG, Ltd. Dates: 1st 12/12/07 0� O 2nd 12/12/07 F c '95r�0o 3rd 12/13/07 `.OF 0 T 00 Development Services Department Approval;?: 4 Conditional approval: Date: 0•• ... - e QQ '• E-7953 •' �c��0� 4p �tr.g -0** o Z 1U 1 Reviewed and approved by: • Date: �QOoo�000\ PERMIT NUMBER: AS -BUILT DRAWING PARCEL ID NUMBER: I swo7o319 319 015-221-45 ST1 1 19.81 148.02 ST2 30.32 47.99 DIM 32.28 148.10 DBL2 35.321 48.08 C01 37.01 196.20 MT 35.08 91.21 CO2 87.68 32.70 MT2 78.80 27.18 RNESS ENGINEERING GROUP, Ltd. p*?' 4 `y>t nm .... CONSULTANTS& GENERAL CONTRACTORS -�+•••• """"' """""'••• MlA so a Dort tot • ANDOt c m m 7 • rwt foor}ln�rn • ew foo+l>» sfw . suv c w. r.�. p ..•ae. O PREPARED FOR: PHONE NUMBER: PACE NUMBER: Q•••• •• Car ••. COLONY BUILDERS 907-345-0371 2 OF 3 p '•� r Gar ... G LEGAL DESCRIPTION: DRAWN BY: V�eDJ `Sp CROSS VIEW ESTATES, BLOCK 1. LOT 2 P.N.B TYPE OF WORK: DATE: 4OQOro(esslo d\ ASBUILT 4/1/08 40000 (R" 01105) 1 I nCall EG TN/1 I VI + GALLON II I I / GA LON TANK — ----�—__ �'— II II .. II II i I I I I STIi ..�i"11•� :: "r I II iIST2 mz F oA� BLZ $� II IIDBL / II II CEG TH/2 I I I II 11 % I I II II 1 I II II I I I III IIM';Z CO2 i NEW DRAINFIELD $. O 1L £� V) I I = I I ALTERNATE SR� � I W_ w w l kAN RNESS ENGINEERING GROUP, Ltd. p*?' 4 `y>t nm .... CONSULTANTS& GENERAL CONTRACTORS -�+•••• """"' """""'••• MlA so a Dort tot • ANDOt c m m 7 • rwt foor}ln�rn • ew foo+l>» sfw . suv c w. r.�. p ..•ae. O PREPARED FOR: PHONE NUMBER: PACE NUMBER: Q•••• •• Car ••. COLONY BUILDERS 907-345-0371 2 OF 3 p '•� r Gar ... G LEGAL DESCRIPTION: DRAWN BY: V�eDJ `Sp CROSS VIEW ESTATES, BLOCK 1. LOT 2 P.N.B TYPE OF WORK: DATE: 4OQOro(esslo d\ ASBUILT 4/1/08 40000 (R" 01105) PERMrTNUMBER: PARCEL ID NUMBER: SW0 AS -BUILT DRAWING I SW070319 015-221-45 TOP OF TANK AT INLET = 95.57 INVERT OF BUNG AT INLET = 95.10 ORIGINAL GRADE = 97.83 O HIGHEST POINT - 4' INSULATION FINAL GRADE = 98.28-98.85 ST1 ST2 /TOP OF TANK AT OUTLET = 95.57 NEW 2000 GALLON SEPTIC TANK INVERT OF BUNG AT OUTLET = 94.79 FINAL GRADE TH#1 & TH#2 = 97.94-100.52 _ - FILTER INVERT OF PIPE = 94.09 A OF TRENCH I I RELATIVE BOTTOM ELEVATION SAH O) OF I = 86.83 BOTTOM OF TESTHOLE GARNESS ENGINEERING GROUP I.td. - CONSULTANTS E GENERAL CONTRACTORS.•»----+w•--e O lN, L,IDp, 11M0. WIC 101 •.MpWLr... « y. h (90».U)A,M • r.. (b1),1 " -. ... v PREPARED FOR: PHONE NUMBER: PAGE NUMBER: ••• • • •••••• ......••••• COLONY BUILDERS 907-345-0371 2 OF 3Q y .J f rey . arness:' LEGAL DESCRIPTION: DRAWN BY: Q v ' CE -7, `G ? �d CROSS VIEW ESTATES. BLOCK 1. LOT 2 P.N.B oo0'e�e'A.lciT �.D TWE OF WORK: DATE: �QOO4Op�o0oo PROFILE ASBUILT 12/18/2007 (R"AIMS) Mar 05 2008 10:478M Colony Builders,Inc. 9073456934 P.2 FROM : ALPINE DRILLING FAX N0. : 907 345 0202 Ian. 22 2eW 11:31FM P1 ALPINE DRILLING & ENTERPRISES Permlt Nomber. kSW970319 Date of Issue: 12.11.07 Parcel Identification Number:,Qj¢ Date Sarteds 11M Date Completed: 1-1 0-09 In well located at approved permit locatiou? ® Yes No LegatDsseription: Cross View Estates Back 1 tot 2 Property OwoerNoww&Addretts CatonyOuWars 9420 Vanguard Dr. Anchorage, Alaska 99507 borahols Data: Soil Tym niftess C Ws:sr lines. Depth (h) From To Method of Drilling R air rotary ❑ cable tool Casingtype:t;seal Stick-up 0 2 Well Thickness: L22¢ fnches Of 2 15 Diameter. B inches Depth, 2U feet gmveNysNt 15 40' LintrType: sllfygrevel silt aandya& sky sandygrevel 40 85 110 115 85 110 115 144 Diameter: inches Depth: feet' Casing stickup above grounds 2 fat Slade water level (from ground level): 111 fect Pumping level:-nifeet Ater 2 hours pumping f2 gpm eobbtygravel 144 160 Recovery Rate; 11 gpm sllfyginvel 160 163 Method of Testing:" 611E • 183 197 Well Intake Opening Type: gre"fly alk a7ty wafer sand 6 gravel 197 209 209. 225 ® Opcn End R Open Bole ❑ Sci *tcd Stan feet Stopped feet ❑ Porforaticns Stag feet Stopped feet Gcost Typo: bentontre rranulas Volume: 2 Dcpth: Start9 fiat Stopped 7 feet Pump: Intake Depth fact Pwnp size hp Brand Name Well Disinfected Upon Completion? R Yes ❑ No Method of Dlalnfectten: eh/ ria Comments: - WeR Driller: Alolho Dnning i Enterprises P.O. Bax 110496 Anchorage, AK 995114496 AttmOoa: The well driller shall provide a well tog to the property owner within 30 days of completion and the property ownoror t6 wen driller shall provide a well log to the Development. Services Department within 60 days of completion. MAR -4-2008 02:49P FROM: 70:3437997 P.1 yt.rdepatrn► W*" D+partawt QII•DMs W�tv i Wtlfwwt.► M/+w �11, � 4wb4ow S 1 pa 1� • IA. 9e1>t t91�l1Q • 1 A tha p.. Alt 1950 -WO A too *6 RMAMAMbAM NUY Aftw Pump lRetall �9r. Loci won DrMg rau t Nambw4 �Gt) o?�I q Dtw of yawl, ._ hied Jdaetlnntin Name r,0 tai. �f L„pt a.stpt.. toes rt Tr`ye+b A.Kr 1t.m. Adtr.er cf-055vie / a C©ion. ui 1 d ens ftMv1s,Wt.d aDrat ��. Gruwci�oS rtm>p niw: lO SQ E-b7-a`f 0 Pomp ats• >rMtea Atts�tltr>rtartd yie�e 12 ` n.e y'id.uAd.pt.rMrsedlelara'eN.au•�n abe7'--`- PtdmAdqWlmlanvi l t In l�nor v In wea v" Cale min? NY" 0 No MN&oddD" AM, eci rt Ctaw�+tbt CALL FOR SERVICE —c4hT Ota water Syatlm 94Mc1— Anow PUMP & WEU SERVICE, LLC ' r 17RIAN VOLLti 1�.—•- ANCHORAGE • EAGLE RIVER 1 (907) 348.9355 (ea7) 822.9335 Atgsl4ear tks>� lata t9+ell tRevitL � ptsfp tdavleli� les to D!D Ridlis y0 tl41e etpaap ie4edltltlA� MUNICIPALITY OF ANCHORAGE Development Services Department 0 On -Site Water& Wastewater Program 4700 South Bragaw Street U P.O. Box 196650, Anchorage, AK 99519-6650 ' 1� (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM / WATER SUPPLY PERMIT Initial Date Issued: Dec 11, 2007 Expiration Date: Dec 10, 2008 Permit Number: SW070319 Parcel ID: 015-221-45 Legal Description: CROSS VIEW ESTATES BLOCK 1 LOT 2 Design Engineer: 0855 GARNESS ENGINEERING GROUF Site Address: 5031 HERITAGE HEIGHTS DRIVE Owner Name: COLONY BUILDERS Lot Size: 40043 SO. FT. Owner Address: 9420 VANGUARD DRIVE #A Total Bedrooms: 5 Permit Bedrooms: 5 ANCHORAGE. AK 99507 - This permit is for the construction of. Q Disposal Field [?] 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. Date: 2 n Municipality of Anchorage Development Services Department a Building Safety Division On -Site Water & Wastewater Program 4700 Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.cl.anchorage.ak.us (907)343-7904 ON—SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel LD. 015 - oZ� I- { Property owner(s) COLONY Roll DERDay phone 345-0371 Mailing address 942''011 VANGUARD DRIVE, NIT #A + ANCHORAGE ek Site address _ �n �) H �Qklj\k' Nt-'V,W n q)p_ Zip Code 99507 Legal description (Sub'd, Block & Lot ) CROSS VIEW TAT OT 2. BLOCK 1 Legal description (Township, Section & Range) N/A ` Lot Size Q I h L1 �5 Sq.FL Number of Bedrooms— 5 THIS APPLICATION IS FOR (Hall that apply): Absorption Field Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well Water Storage ❑ 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. e -d agent) Permit/Rush Fees: `4e 0 7< / %S Waiver Fees: Date of Payment: I a/! 6/07 Date of Payment: Receipt Number: .5 -7 ng,/ Receipt Number: (Rev. 11/05) GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS & GENERAL CONTRACTORS =— November 30, 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 Well and Septic System for Cross View Estates; Lot 2, Block 1, To whom it may concern: The proposed 5 bedroom house will be served by a private well and septic system. The proposed well location is shown on the attached site plan and design drawings. We are proposing to install a 1500 gallon septic tank and dual deep trench type drainfields. Three test holes were excavated on the property. The drainfield will be designed around the 30 foot radii of GEG test holes #1 and #2. Comments regarding the design are summarized as follows: 1. SOILS: See the attached logs which show 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 topography site plan, the average topography in the area of the drainfield is a 5 percent slope running approximately east to west. In short, there are no slope concerns. We are unaware or any adverse impacts this installation would have on adjacent wells or septic systems. ` If you have any. Actions, please contact us at 337-6179. Thank you for your assistance. E., M.S. NOTE: Xttached is a sire plan drawing, a design drawing,a detail drawing, and two soil log, which are all part of the design package for this septic system. (Contact G.E.G. Ltd. for 7 page construction specification letter.) 3701 E. Tudor Road, Suite 101 • Anchorage, AK 99507-1259 Plt: (907) 337-6179' Fax: (907) 338-3246' Website: www.gamcssenginecring.com `-SEPTIC ARS LOT 11. BLOCK 2 LILAC PARK PROPOSED SEPTIC SYSTEM LOT 9. BLOCK 2 UTAC PARK AR AC C J _IZZ4- LOT S. BLOCK 2 UTAC PARK LOT 3. BLOCK 1; CROSS NEW ESTATES C9� / / / / ► +II (II GEG TH/1 I ALTERNATE I ° SITE l a GEG TH/2 / I PR{�—L�fEp1�,�• I WELL RADIUS 1 I �\ +TH/2/505 — 1 I I I I LOT 1. BLOCK 1; CROSS VIEW ESTATES I C�� I I I I i ► ► L , I CROSS VIEW ESTATES gI w / LOT 27. BLOCK 2; CROSS VIEW ESTATES I ►► II \ II II I II I � III D -I I I / II it I I LOT 28. BLOCK 2: CROSS VIEW ESTATES Cp0V W I I ILOT 29. BLOCK 2: I CROSS VIEW ESTATES gI w LOT 27. BLOCK 2; CROSS VIEW ESTATES LOT 28. BLOCK 2: CROSS VIEW ESTATES Cp0V W I I ILOT 29. BLOCK 2: I CROSS VIEW ESTATES gI w GARNESS ENGINLLRING GROUP, Ltd. p0� H! - CONSULTANTS 6 GENERAL CONTRACTORS..-+��..�,. JM. G TID'JR IM.D. AIIR 101. MR]111tYC. AN K!O) � Fld( y)y.T . IK YO�)b-11N . Y[19R. mow. O PREPARED FOR: PHONE NUMBER: PAGE NUMBER: w 0 •• I .. COLONY BUILDERS 345-0371 1 OF 3 P. J i ey A. LEGAL DESCRIPTION: DRAWN BY: Q4 —7S CROSS VIEW ESTATES S/D; LOT 2. BLOCK 1 J.L.M. O��e� •(4�3 TYPE OF WORK:DATE: �o44pOQO SITE PLAN FOR PROPOSED WELL AND SEPTIC SYSTEM 11/30/2007 I I I I I I I I I I I I I I I I L_ I13/PTS/508 ' DESIGN CRITERIA NUMBER OF BEDROOMS: 5 ' GALLONS PER DAY (CPD): 750 II : IIIII IIIII IIIIIiCI.III i 0 .IIfIII III ROPOSE�D D�RAINnE,LDSPERCOLATION RATE/S: 7.5 MIN./INC PROPOSED APPLICATION RATE: 0.60 MINIMUM DRAINFIELD SO.FT.: 1250 EC TH/1 DRAINFIELD DESIGN VMIMUM DEPTH: 12 FEET MAX. RNATE SITE DTH: 2.5 FEET LENGTH: 90 FEET) EFFECTIVE: 7 FEET ACTUL SO.F.: 1260WIIzl-EC TH/2 IF U CO /�f I I — n— � I I �� PROPOSED INS7 kU. DOUBU CLEANO I 5 BEDROOM {..I / HOUSE 2 Pf OPOSEPSEO 15 GALLON I C] W <CI a 5 1 = ��I LL Lil I -.PROPOSED 100 MOT W 401 F o �0I / CO ZI L II ILm _4�pH/2/PTS/504 WE POSED ECIFICATIO LETTER THAT PERTAINS TO THIS DESIGN. I I \ TO OBTAIN A COPY OF THE LETTER N CONTACT GEG. BY PROCEEDING FORWARD I I \ WITH THIS INSTALLATION, THE ENGINEER, \ S I WELL DRILLER, CONTRACTOR AND I I \ PROPERTY OWNER AGREE THAT THEY E: HAVE READ THESE SPECIFICATIONS AND \ - !% AGREE TO ACCEPT THE TERMS AND 1 CONDITIONS 0 INEO OF .A GARNESS ENGINEERING GROUP, Ltd. - • - CONSULTANTS 6 GENERAL CONTRACTORS TOM �r.��� • • JMt G * O bD. 1111[ 111 . NKWMG[ NI M301 . F111( ........a)H111 . INT 711»3.11-33N . WD91p PREPARED FOR: PHONE NUMBER: PAGE NUMBER: COLONY BUILDERS 345-0371 2 OF 3 QO y J f y A. arness.: Qp� LEGA. DESCRIPTION: DRAWN BY: O ° . C —7 3 eQ TYPE ROSSOF VIEW ESTATES S/D; LOT 2. BLOCK 1, DATE. J.L.M.0��00°vp� 0 ssioll DESIGN OF PROPOSED WELL AND SEPTIC SYSTEM 1 11/30/2007 �DDO000�o 90 FEET LONG -------------- ---------------- ORIGINAL 12 FROM SEPTIC TANK FINAL GRADE INSULATION ,r -FILTER FABRIC BOTTOM OF TRENCH �GARNESS ENGINEERING GROUP, Ltd. [@ •--^•-••-••_•--•••••_ CONSULTANTS& GENERAL CONTRACTORS 3MI L (wall ec.D. ew[ 101 . MICIOVX M N 7 . pMW 007)ln jn . /M 00)),LM ". •Om[:....y.n...yY..pm,n (��f%T 'PREPARED FOR: PHONE NUMBER: PAGE NUMBER: Q COLONY BUILDERS 345-0371 3 OF 3 LEGAL DESCRIPTION: DRAWN 8Y: CROSS VIEW ESTATES S/D; LOT 2. BLOCK 1. J.L.M. TYPE OF WORK: GATE. DETAIL OF DRAINFIELD 11/30/2007 TV 4-Tcov-rv�PS- l.]I r TRYV wvn. Lm 101 •'w"wucf. u rwnl wpwv Ibnly_el» • ru (wn1L_]]le • 11T4R' ... p.ti.�gw..we.w. PREPARED FOR: PHONE NUMBER: PAGE NUMBER: -COLONY BUILDERS —r— 34-0371 1 Or 3--7A LEGAL DESCRIPNON:/ ,'CROSS VIEW ESTATES 'S/D\ LOT 1/ BLOCK 1 / WN J.L.M. TYPE OF WORN: \ I I 1I •- I DATL SITE PLAN FOR PROPOSED WELL AND SEPTIC SYSTEM 1 /11/19/200 opd� sn 0 Oil LAN IM 11 GARNESS ENGINEERING GROUP, Ltd. -•-•^_�-_^^�_• *- CONSULTANTS R GENERAL CONTRACTORS pow.. SOIL LOG — PERCOLATION TEST LEGAL DESCRIPTION: CROSS NEW ESTATES, BLOCK 1, LOT 2 PERFORMED FOR: COLONY BUILDERS D/ DEPTH ___ (feet) -- ORGANICS GEG TEST HOLE 1 T SM or ML DEPTH TO_ GROUNDWATR DATE DRY 1/26/200 DRY 1/27/200 DRY 12/3/2007 6^ _ 2 %il tt 2• Ei 3 2:01 > 6• _ 4 ° TH/2 _L 2- 1 ' 5 DEPTH TO_ GROUNDWATR DATE DRY 1/26/200 DRY 1/27/200 DRY 12/3/2007 6^ _ DATE READING {{ TH/3/508 1 , � 11/2 2007 1 i{ ii TH/1 i — 6^ _ 2 2:01 tt 2• Ei 3 2:01 > 6• _ 4 ° TH/2 _L 2- 1 ' 5 2:31 — 6• _ 6 3:01 30 2" 4 - \; :y Ph =ELL WELL m P.Aows IU ; co i i 11 I W' Z i .+ 505 / \ TH/2 x SCA[E: ' 1. �� `— -- t• � Too• DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 11/2 2007 1 1:31 — 6^ _ 2 2:01 30 2• 4- 3 2:01 — 6• _ 4 2:31 30 2- 4- 5 2:31 — 6• _ 6 3:01 30 2" 4 - PERCOLATION RATE 7.5 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 7 FT. AND 7.5 FT. A FOUR HOUR PRESOAK WAS PERFORMED: N YES ❑ NO SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: KYLE MAUS 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: 12 107- GARNESS ENGINEERING GROUP, Ltd. _ _ - • _.- • CONSULTANTS S GENERAL CONTRACTORS - SOIL LOG - PERCOLATION TEST LEGAL DESCRIPTION: PERFORMED FOR: COLONY BUILDERS Dj DEPTH (feet) ORGANICS GEG TEST HOLE #2 t SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: KYLE MAUS COMMENTS: PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS fEREPRMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: 17-f1/0-7 SOIL CLASSIFICATIONS ORG2 II TH13/508GW , 3 !> GP ML .I f GM CL TH/1 f 4 GC OL ` +, L j i SW MH I. TH/2 I 5 SP CH _ SM / ; OH 6 SC O 7 DEPTH TO GROUNDWATER DATE wl �oaorosrn II 8 DRY 1/26/200 O' iiI wtLL RAOIUS�', 9 DRY 1/27/200 m Z II \ +TH/2/505 2I BACKFILLED /z/j-2 M, I \ --� Sl 10 SM or ML`711 ii \♦ -- -- 1' . 100' , 11 DATE READING CLOCK NET TIME WATER LEVEL NET DROP TIME (MINUTES) READING (INCHES) 12 11/2 2007 1 1:30 — 6' _ 2 2:00 30 2' 4- 13 3 2:00 — 6' _ 4 2:30 30 2' 4' 14 5 2:30 — 6' _ 15 6 3:00 30 2• 4' 16 17 18 19 B.O.H.TEST PERCOLATION RATE 7.5 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) RUN BETWEEN 7 FT. AND 7.5 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: N YES ❑ NO SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: KYLE MAUS COMMENTS: PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS fEREPRMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: 17-f1/0-7 �.- GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS i GENERAL CONTRACTORS SOIL LOG —PERCOLATION TEST LECAL DESCRIPTION: HERITAGE MUS SUBDIVISION /t• TRACT Ch PERFORMED FOR: PROFESSIONAL TECHNICAL SEWCES (PTH feet) =ORGANICS 0Wd,&TAig!j,la#A;M SEE ATTACHED SITE PLAN 19 I PERCOLATION RATE SO (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) I' If TEST RUN BETWEEN S FT. AND 6 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: ® YES ❑ NO SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: CALEB CALL COMMENTS: PERFORMED BY CEC. Ltd. 1. JEFFREY A. CARNESS. CERTIFY THAT THIS WAS P€€RFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL CUtDELINES IN EFFECT ON THIS DATE. — 10 /q/ /n<- • •. I� F• III11111.' i%/2 NNN • IIIIIIII� 410 VIM SEE ATTACHED SITE PLAN 19 I PERCOLATION RATE SO (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) I' If TEST RUN BETWEEN S FT. AND 6 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: ® YES ❑ NO SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: CALEB CALL COMMENTS: PERFORMED BY CEC. Ltd. 1. JEFFREY A. CARNESS. CERTIFY THAT THIS WAS P€€RFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL CUtDELINES IN EFFECT ON THIS DATE. — 10 /q/ /n<- I^ 1 11 GARNESS ENGINEERING GROUP, Ltd. ro m CONSULTANTS l GENERAL CONTRACTORS _. LEGAL DESCRIPTION: HERITAGE HILLS SURDMSION 1%1• TRACT Cdr PERFORATED FOR: PROFESSIONAL TECHNICAL SERVICES TH 2 PTS505 SEE ATTACHED SITE PLAN DATE READING CLOCK NET TIME WATER LEVEL NET DROP �� 11111111: READING (INCHES) ),:37 J OS NJim 2 Illlllllf 30 5 J 4' 1 <' 3 4:25 — S. _ 4 SEE ATTACHED SITE PLAN DATE READING CLOCK NET TIME WATER LEVEL NET DROP TIME (MINUTES) READING (INCHES) ),:37 J OS 6' 2 4:25 30 5 J 4' 1 <' 3 4:25 — S. _ 4 4:55 30 S 3 4' 1 4' 5 4:55 — 6. _ 6 S:2S 30 1 S 3/4' 1 IA - 19� RUN PERCOLATION RATE 0120 (MINJINCH) PERC. HOLE DIA 6 (INCHES) TEST BETWEEN S FT. AND ---!.-_FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: NO SOILS LOGGED BY: JODY MAUS ®YES ❑AL COMMENTS: •Will REOUIRE ADVANCED WASTEWATERETREATMENNT TEST STEAPTERFORMED BY: CALEB CALL PERFORATED BY CEC, Ltd. I. JEFFREY A. GARNESS• CERTIFY THAT THIS WAS WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: __11 tN ACCORDANCE (Y) cn I? I? r- r - O O 0') CD (1) x �� LO N O N d' N cu c O CL x W CO r LO 0) CD Q N tCi O U c Q 0 H CD W W Q Tw 1 cIO O LO (A O .o c� O C FOA 0 m 0 2 S? cu a� D cn E c O a) 2 X i LJ u M. d 0 O (inV U) � L � C 0 O tl� E 'p Gs d 0 0 0 W 0 N U1 OL N C 4+ Q. V"" Q. d .>O N > = ° 3 -0 Q N E N _ O V `"2� "�� a 0 p o �= to O '� m Q. ,N z Q E N >0 m O ,c 0 � L m Q m 0 s Cf) + �,, 0 �_ o -= 'a U) > O Q O ,> O C Q% N N > y_ o .� 0 > d L) _ r cLc cLo U <t I— O UE o w q= N dv d CL U Q :c F- >, U1 Q z- Q Q Q) 06 U C � E Q O oO T - N WE 7-6 in LWL H N W a i U Z Q W Q W U orn 0')A ACY) 1 _ 1 1 1 t9 C) 0 L CD d7 O X O H rW^ V U) � a aO �a I.L =3 0 O a- 2 V Z LLa r 0 ' a.o C/) Q N UJ V y� CU CLL Z M N 2 U Ci3 Q) 06 U C � E Q O oO T - N WE 7-6 in LWL H N W a i U Z Q W Q W 0 0 LL >co NJ �1 0 c O U U) t9 L U) a aO =3 0 a- - 0 C/) Q N >, N � Q D C LO ❑ U O) E i U C 0 O O 0 O a) L i, M CN H o (n C O > ❑ U a) CL °n L a O U U) C ❑ ❑ O >, p 0 O LL N u ❑ L a C � a) Q U) _ a) 0 o L p v) LU❑ cu �- o 0 o ® N V W O a) O U O �� 0 a = o ® ❑ U � m o CLQ- � ❑ U) O ►. w (11 y- 71 u rL O �I ' > U L)o LU � Ln E ❑ o ®� El ElL � L O E5 w a ® Q ❑ r - w LU Cf) C Q I p U O U) c U) W H ❑ Y W U) W Z =i- ai L cu w c1 Q Q Y Q z o cu i v CL U >- Z 1--O "- Q) Q CO QU) w `� M H a O � O F- a a) a� L m U Z w ct a) cn W W I Q � Z a H a H a a) cn L "= U O U) Q Q > a c� N M Ln CO W m 0 0 LL >co NJ �1 0 c O COSA Checklist.docx COSA Checklist Legal Description: CROSS VIEW ESTATES, BLOCK 1, LOT 2 Parcel ID: 015-221-45 If more than 1 well and/or septic system on lot, provide separate checklist. Structure served by this system ____ A. WELL DATA Well log is filed with Onsite (or attached) Date drilled 1/10/2008 Total depth 225 ft Cased to 225 ft Sanitary seal is functioning correctly Wires are properly protected Casing height (above ground) 18+ in. Date of flow test for COSA 4/24/2024 Static water level at beginning of test 151 ft. Well production at time of test 3.7+ gpm Water storage tank volume NA gallons Well disinfected for coliform test? Yes No Coliform bacteria is Negative Nitrate 2.80 mg/L Nitrate less than MRL (ND) Arsenic ug/L Arsenic less than MRL (ND) Collected by Date 4/18/2024 Comments __________________________________________________________________________________ B. TANK DATA Measured operating fluid level in septic tank NEW Date of pumping NA – NEW TANKS Required maintenance completed, if AWWTS Comments: See Inspection Report C. LIFT STATION Required maintenance completed Age of lift station years Lift station material Comments: D. ABSORPTION FIELD DATA Which system tested (date installed) 12/12/2007 ALL standpipes present per record drawing Total measured depth from grade 9.7 ft (max) Measured depth to pipe invert from grade 3 ft (min) N/A – pressurized field. Per record drawings, field is insulated. Monitor tubes (MT) go to bottom of effective. (ED) If not, state depth into effective 6.7’ Presoaked required if (Required if house vacant or field not used for more than 30 days prior to date of test) Gallons introduced gallons date Any rejuvenation treatment (past 12 months) N If yes, enter date Adequacy test date 4/24/2024 Results Pass Fluid depth prior to test 61 in (Including missing 7”) Water added 1000 gal New fluid depth 74 in (Including missing 7”) Elapsed time 1440 min Final fluid depth 60 in (Including missing 7”) Absorption rate 900 gpd FIELD STATUS – POST RECOVERY Effective depth (per record drawings) 88 in (MOA 7.3 ED) Effective depth used 60 in (Missing ED + Final Fluid Depth) Effective depth (ED) remaining 18 in Comments/Deficiencies: Approximate total measured depths from existing grade. ED per elevation measured shots & appears approximately 0.6’ (7”) ED is missing of the 7.26’ MOA ED. No known freezing or frost issues – field lateral is 3’ to 5.6’ below grade. COSA Checklist.docx E. SEPARATION DISTANCES From Private Well on Lot to: (Please enter distances if less than required or if community well on lot) 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 N/A – Served by Community Well (not on lot) or Public Water From Septic/Holding Tank and Absorption Field(s) on Lot to: (Please enter distances if less than required) Building Foundations > 10’ Yes if No ft Tank to Property Line > 5’ Yes if No ft Field to Property Line > 10’ 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 tank or field is under driveway comment below F. ENGINEER’S COMMENTS G. CERTIFICATION & 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, indicates that the on-site water supply and/or wastewater disposal system appears to comply with applicable Municipal and State codes, ordinances, and regulations in effect at the time of installation, unless noted otherwise. Name of Firm FIRST WATER CONSULTING Phone 907-350-9566 Engineer’s Printed Name CURTIS HUFFMAN, PE Date 6/4/2024 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 or NO 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 & 6/4/24 Parcel I.D. 015-221-45 Municipality of An( On -Site Water and Wastewater (907)343-7904 Certificate of On -Site Systems 1. GENERAL INFORMATION Mf'f i. � 1016 : 1`ti 1 6 Expiration Date: 0— 1 IT —1 Sa Complete legal description CROSS VIEW ESTATES; BLOCK 1, LOT 2 Location (site address) 5031 Heritage Heights Circle *Anchorage AK 99516 Current Property owner(s) Joseph Reese Day phone (713) 775-7028 Mailing address Real Estate Agent Darren Donald 2. TYPE OF DWELLING: ® Single Family (w/wo ADU) ❑ Duplex ❑ Multiple Dwellings (Single Family and/or Duplex) 3. NUMBER OF BEDROOMS: 6 4. TYPE OF WATER SUPPLY: Individual Well IR Individual Water Storage ❑ Community Class Well ❑ Public Water System ❑ WaiverNariance request for: N/A Day phone 229-6700 TYPE OF WASTEWATER DISPOSAL Individual IR Holding Tank ❑ Community ❑ Public Sewer ❑ Received by:,� COSA to be released to th ginee unl ss otherwise requested by the engineer. COSA Fee $ Date of Payment allfe/`iv Receipt Number 4s-0-10 COSA # 6a,/_4 G I I l® Date: Waiver Fee $ Date of Payment Receipt Number Waiver # FM. 5. STATEMENT OF'�ttlSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation, based on procedures outlined in the Certificate of On -Site Systems Approval Guidelines for this application, shows that the on-site water supply and/or wastewater disposal system is (are) safe, functional and adequate for the number of bedrooms and type of structure indicated herein. I further verify that based on the information obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-site water supply and/or wastewater disposal system is(are) in Compliance with all applicable Municipal and State codes, ordinances, and regulations in effect at the time of installation. Name of Firm Garness Engineering Group, Ltd. (GEG) Phone (907) 337-6179 Address 3701 E. Tudor Road, Suite 101, Anchorage AK, 99507-1259 J Engineer's Printed Name Jeffrey A. Garness Date :) !! h /( U In conducting this evaluation, GEG provided an engineering evaluation of the well and/or septic system in accordance with the guidelines and regulations established by the Municipality of Anchorage and industry practices. The reported results describe the condition of the system/s on the date/s of the evaluation. Separation distances were measured to readily identifiable features. Hidden defects or encroachments may exist that were not identified during the evaluation. The operational life ofall wells and septic systems depend on a variety of variables including, but not limited to, soil conditions, groundwater levels (that may fluctuate during the year), quality of construction (materials and workmanship), and the water usage of the family utilizing the system/s. These conditions can vary, and are outside the control of GEG. Satisfactory test results do not guarantee future performance of the system/s; therefore, GEG makes no warranty (express or implied) regarding the future performance of the well or septic system. GEG makes no representation whether an alternative well or septic system can be installed on the property in the event either of the current systems fail. The content of this report is for the sole benefit of the person/party who retained GEG. Reliance upon the information provided in this report by any other person or party, including but not limited to subsequent property purchasers, is not authorized. In short, GEG disavows any legal duty to anyone other than the person/party who paid for this report. 6. DSD SIGNATURE System #1 Approved for C11 bedrooms System #2 Approved for bedrooms OF A/VC, QP� O . Disapproved (� SITE NG Conditional approval for bedrooms, with the foIlowingVipulat^op�;R AND 0 Original Certificate Date: 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 Nitrate Advisory Septic System Advisory Arsenic Advisory Well Flow Advisory Other COSA blue sheet e4-12.doc If more than 1 septic system is on the lot: COSA Checklist # _of_ Structure served by this system Certificate of On -Site Systems Approval Checklist Legal Description: CROSS VIEW ESTATES; BLOCK 1, LOT 2 A. WELL DATA Well type PRIVATE If A, B, or C provide PWSID# N A Date completed 1/10/08 Sanitary seal (YIN) YES Total depth 225 ft. Cased to 225 ft. FROM WELL LOG Date of test 1/10/08 Stable water level 141 ft, Well production 12 g.p.m. WATER SAMPLE RESULTS: Coliform n colonies/100 ml. Arseni49'Q ug./L. Nitratea' 3 i mg./L. Date of sample: 5 /2 /16 Parcel ID: 015-221-45 Well Log (YIN) YES Wires properly protected (Y/N) YES Casing height (above ground) 18+ in. AT INSPECTION 5/2/16 148 ft, 5+ Collected by: GEG. Ltd. B. SEPTICIHOLDING TANK DATA *SEE ATTACHED LETTER REGARDING TANK VOLUME TankType/Material SEPTIC/STEEL Date installed 12/12/07 Tank size *2000 gal. Number of Compartments 3 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 6/15.45 Pumper A+ HOME SERVICES C. ABSORPTION FIELD DATA PBELOW EXIS'nNG GRADE ,Date installed '12/12/07 Soil rating g.p.d. r 0_6 System type DEEP TRENCH Length 108+ ft. Width 2.5+ ft. Gravel below pipe 7.26 ft. Total depth *9.83+ ft. Eff. absorption area1568+ft2 Monitoring tube YES Depression over field NO Date of adequacy test 5/2/16 Results (Pass/Fail) PASS For 6 bedrooms Fluid depth in absorption field before test 28 in. Water added 1004 gal. New depth 35 in. Elapsed Time: 120 min. Final fluid depth 31 in. Absorption rate >= 900+ g,p,d, Any rejuvenation treatment (past 12 mo) (Y/N & type) NONE If yes, give date — SOUTH 10 FEET OF TRENCH APEARS TO BE 6" SHY ON SOIL COVER. D. LIFT STATION Date installed Size in gallons Manhole/Access (YIN) "Pump on" level at in. "Pump ofd' ir High water alarm level at Cycles tested - Meets alarm & circuit requirements? E. SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tank/lift station on lot 100'+ Absorption field on lot 100'+ Public sewer main 75'+ Sewer /septic service line 25'+ On adjacent lots 100'+ On adjacent lots 100'+ Public sewer manhole/cleanout 100'+ Holding tank 75'+ Animal containment areas 50'+ Manurelanimal excrete storage areas 100'+ SEPARATION DISTANCES FROM 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'+ SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line 10'+ Building foundation 10'+ Water main 10'+ Water service line 10'+ Surface water 100'+ Driveway, parking/vehicle storage 10'+ Curtain drain NONE KNOWN Wells on adjacent lots 100'+ F. COMMENTS G. ENGINEER'S CERTIFICATION i certify that / have determined through field inspections and review of Municipal records that the above systems are in conformance with MOA COSH guidelines in effect on this date. Engineers Printed Na�J}e JEFFREY A. GARNESS -Date 571 t�' (Rev. 11105) 2006-171 j CROSS VIEW ESTATES LOT 2, BLOC 40,043' S.F. S 89"59'32"E 170.19- K 1BQIVISIO tv aa -00-00-r 100.10' H 30' w 2 BUILDING DETAIL SCALE: 1'1=20' /SZ)'—I%U I L I I HEREBY, CERTIFY 59.1' u GASTAIDI LAND I I II M M 1 I o EXIST EXCEPT AS INDICATED. JEFF A. GASTALDI, R.L.S. IT IS THE 'R PONSIBILITY OF THE OWNER TO 2000 E. �MNG RD., SUITE a DETERMINE COVENANTS THE EXISTENCE OF ANY EASEMENTS, OR RESTRICTIONS WHICH DO NOT 65.0' APPS ON THE I GRAVELI DRIVE PHONE 248-5454 II SHOULD ANY DATA I rD I I ,.• ' EXISTING 521 J I I BUILDING 2737 3/31/2008 SEPTIC SYSTEM It II I II I I 65.4' II RECORDING DISTRICT, ALASKA I I I JOB N0. II i I 07_12 I WEu� NOTE: NO. CORNERS SEL THIS DATE II t II I In II I # 5' PUBLIC USE ESMT. I 13 o 10' T. do E. ESMT. I z II I da $ It I I z II o I N I I vo x I II tv aa -00-00-r 100.10' H 30' w 2 BUILDING DETAIL SCALE: 1'1=20' /SZ)'—I%U I L I I HEREBY, CERTIFY THAT I HAVE SURVEYED THE GASTAIDI LAND PROPERTY' DOICTED ABOVE AND THAT NO SUF%VEY I N0, LLC ENCROACHMENTS EXIST EXCEPT AS INDICATED. JEFF A. GASTALDI, R.L.S. IT IS THE 'R PONSIBILITY OF THE OWNER TO 2000 E. �MNG RD., SUITE a DETERMINE COVENANTS THE EXISTENCE OF ANY EASEMENTS, OR RESTRICTIONS WHICH DO NOT ANCHORAGE, ALASKA 99507 APPS ON THE RECORDED SUBDIVISION PLAT. PHONE 248-5454 UNDER NO CI�CUMSTANCES SHOULD ANY DATA GRID DATE a HEREON BE USED FOR CONSTRUCTION OR FOR ESTABLISHING, BOUNDARY OR FENCE LINES. 2737 3/31/2008 ANCHORAGE RECORDING DISTRICT, ALASKA F.B. JOB N0. 07_12 Cm1 NOTE: NO. CORNERS SEL THIS DATE 111=40 *'t* OF SUMNA 41 4w 4 N '• i AN .�49TT Jeastoldl i a • 6091 .•' � ♦�� t0fessional�• Municipality of Anchorage 3 t; •� E,G��,1� s On -Site Water &Wastewater Program (907)343-7904 0 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL Parcel I.D. 015-221-45 Expiration Date: 1. GENERAL INFORMATION Complete legal description CROSS VIEW ESTATES S/D• BLOCK 1, LOT 2 Location (site address) Current Property owner(s) Mailing address Real Estate Agent 5031 HERITAGE HEIGHTS DRIVE, ANCHORAGE, AK, 99516 JOSEPH & CHERYL SPINK Day phone 222-0479 5031 HERITAGE HEIGHTS DRIVE, ANCHORAGE, AK, 99516 TAMI TAYLOR W/ PRUDENTIAL Day phone 2. TYPE OF DWELLING: Single Family (w/wo ADU) ❑ Duplex ❑ Multiple Dwellings (Single Family and/or Duplex) 3. NUMBER OF BEDROOMS: 4. TYPE OF WATER SUPPLY: 244-3504 TYPE OF WASTEWATER DISPOSAL: Individual Well 0 Individual On-site 0 Individual Water Storage ❑ Individual Holding tank ❑ Community Class Well ❑ Community On-site ❑ Public Water System ❑ Public Sewer ❑ Received by: COSA to be released to the engineer, unless otherwise requested by the engineer. Date: COSA Fee $ qa O — a1 (i )&S n Waiver Fee $ Date of Payment 13) Date of Payment Receipt Number mel 5 Receipt Number COSA # 05(- 1 31.E Waiver # 5. STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date shown below, t 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 State codes, ordinances, and regulations in effect at the time of installation. Name of Firm GARNESS ENGINEERING GROUP, Ltd. Address 3701 E. TUDOR ROAD, SUITE 101 * ANCHORAGE, AK, 99507 Engineer's Printed Name JEFFREY A. GARNESS, P.E. Engineers Comments: In conducting this evaluation, GEG, LtD. attempted to provide a thorough, conscientious engineering analysis of the system in accordance with ADEC and MOA DSD Guidelines & Regulations. The reported results described 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 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 the evaluator of the system. satisfactory test results do not guarantee future performance of the system, nor do they guarantee that there are no hidden defects or encroachments. GEG, LTD. can therefore not provide any warranty or future estimate of how long the system will continue to meet the operational requirements of the ADEC or MOA DSD. The content of this report is for the sole benefit of the owner listed above. Any reliance upon or use of this report by any other person or party is not authorized, nor will it confer any legal right whatsoever. 6. DSD SIGNATURE L`SISystem #1 Approved for bedrooms. System #2 Approved for bedrooms. Disapproved. Conditional approval for bedrooms, with the following Phone 337-6179 Date2g t� OF.A� 'CE -79P3 pr o f e s sio�°cc ON-SITE WATER AND ',,v s:wATER Original Certificate Date: -7-1-1,3 Thenici ality or*fchorage Develop, emt 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. ATTCHMENTS: / COSA Checklist v Nitrate Advisory Septic System Advisory Arsenic Advisory Well Flow Advisory Other (Rev. 11 Me) If more than 1 septic system is on the lot: COSA Checklist # _of_ Structure served by this system Certificate of On -Site Systems Approval Checklist Legal Description: CROSS VIEW ESTATES S/D; BLOCK 1, LOT 2 Parcel ID: 015-221-45 A. WELL DATA Well type PRIVATE If A, B, or C provide PWSID# N A Date completed 1 /10/2008 Sanitary seal (Y/N) YES Total depth 225 ft. Cased to 225 ft. FROM WELL LOG Date of test 1/10/2008 Static water level 141 ft. Well production 12 g.p.m. Well Log (YIN) YES Wires properly protected (Y/N) YES Casing height (above ground) 24+ in. AT INSPECTION 6/17/2013 153 ft. 4.57+ g,p,m, WATER SAMPLE RESULTS: ��11 Coliform QD colonies/100 ml. Nitrated- 1 — img.lL. Collected by: GEG, Ltd. Arsenic: 1\J 0 ug./L. Date of sample: 6/14/2013 B. SEPTIC/HOLDING TANK DATA Tank Type/Material SEPTIC/STEEL Date installed 12/12/2007 Tank size 2000 gal. Number of Compartments 2 Cleanouts (Y/N) YES Foundation cleanout (Y/N) YES 7Depression over tank (Y/N) NO High water alarm (Y/N) N/A Date of pumping J Pumper ONE STOP PUMPING C. ABSORPTION FIELD DATA BELOW EXISTING GRADE Date installed 12/12/2007 Soil rating (.p.d./ rftlbdrm) 0_6 System type TRENCH Length 108+ ft. Width 2.5 ft. Gravel below pipe 7.26 ft. Total depth *12.2 ft. Eff. absorption areal 568+ft2 Monitoring tube YES Depression over field NO Date of adequacy test 6/17/2013 Results (Pass/Fail) PASS For 5 bedrooms Fluid depth in absorption field before test 27 in. Water added 1030 gal. New depth 38 in. Elapsed Time: 910 min. Final fluid depth 31 in. Absorption rate >= 750+ g.p,d, Any rejuvenation treatment (past 12 mo.) (Y/N & type) NONE KNOWN If yes, give date — D. LIFT STATION Date installed Size in gal "Pump on" level at in. "Pump off' level E. SEPARATION DISTANCES Manhole/Access level Cycles tested Meets alarm & circuit requirements? SEPARATION DISTANCES FROM 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 Sewer /septic service line 25'+ Public sewer manhole/cleanout N/A Holding tank N/A Animal containment areas 50'+ Manure/animal 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'+ SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line 10'+ 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'+ F. COMMENTS G. ENGINEER'S CERTIFICATION �� OF I certify that i have determined through field inspections and p a review of Municipal records that the above systems are in �"""" "iv,�9 ' " � "�' �' �conformance with MOA COSA guidelines in effect on this t7date. J f Gorness:Engineer's Printed Name JEFFREY A. GARNESSQQ 9. 5,3 d� Date 4?'�I��profession°oma (Rev. 11/05) " CONSULTANT'S 8 G£NERA9. coN1` AcToRs ., hdy 1. 20l;i .`�1unici)a(ity of :ar,chula Dev klnrmrntService Dep,111,10m jn-Site Water sz Wa, lt'water Pro ran, 4700 Elmn. Street P.O. lio,s 19661;0, Anchoragre, AIN 99519-6650 (°M) 343 -?904 Ref. Reflutst for Six (6) Bedrwrn COSA for C:rtw% View Ustatts; BHoe.➢,; 1, Lot 2 1'0 ,,;hom n may co xcerrn: Th� re (eaez.e r, 1. prop<>Izt had a liolile constructed and a septic sys4rrt irlstallz;d in 2007 fol e !;vr (51 hcd ,om r td Ince, fimycwil dw latest 110me a�scsarnert 112 3ist d th . noxlse a a sis (5) bedloom ra3i1crce So we arc (4C1U1 ming dial t fiat ei+'(7r13 RI3nl i2C�.�,77.1;K 1h1 SE,In!C:. �y'iCP tlS ep,+t 'sttk (2 000 ai'.oxsr rind the d atftflekl ,1.,48 set fl.) are both adz:quat .!.) sized. fc, , six (6) h ,llaor:3 r;sidence. "hhe. sclfls ra'Liug for lbe property oma:, :°aled as 0.6 g,pd;Sq. ii. }f YIEI lldve Y?_V ��U �t16YiM. y.,h :.4.� C',xl2Cl. US at .,.17.41?9 1f.gp�1:. Nou IuC 1'0l 6535C'1tIC:. �-fW G. Tudor road, Suite i jl ' A1160rag2, AK 44, 07.12S , HI: �9D7) %-p17!i * Fza.:0r(r i6-3;!46 WC aC@. 1411've.;;�'}s�' 94: `.Y�;tt3��3'ltly ;blI1 Municipality of Anchorage • -• Development Services:Department Building Safety Division .. On -Site Water & Wastewater Program 4700 Bragaw Street ^ P.O. Box 196650 Anchorage, AK 99519-6650 www.muni.org/onsite (907) 343-7904 CERTIFICATE OF ON' SITE SYSTEMS APPROVAL r FOR A SINGLE FAMILY DWELLING V Parcell.D. (11S—aal-yS COSA# DO 010 1. GENERAL INFORMATION Expiration Date: C1 ` 9 V Complete legal description CROSSMEW ESTATES BLOCK 1 LOT 2 Location (site address) Current Property owner(s) Mailing address Lending agency Mailing address Real Estate Agent Mailing address So3) >k amttr l"5t>O)c COLONY BUILDERS Day phone 945-0371 9420 VANGUARD DR NA 'ANCHORAGE AK Unless otherwise requested, COSA will be held by DSO for pickup. 2. NUMBER OF BEDROOMS: 5 3. TYPE OF WATER SUPPLY: Individual Well IN Individual Water Storage ❑ Community Class Well ❑ Public Water System ❑ Day phone Day phone TYPE OF WASTEWATER DISPOSAL: Individual On-site IN Individual Holding tank ❑ Community On-site ❑ Public Sewer ❑ The Municipality of Anchorage Development Services Department (DSD) Issues Certificates of On -Site Systems Approval (COSA) based only upon the representations given in paragraph 4 by an independent professional civil engineer registered in the State of Alaska. Certificates of On -Site Systems Approval are required for the transfer of title (except between spouses) for properties served by a single-family on-site wastewater disposal and/or water supply system. DSD also Issues COSAs upon request to homeowners. Certificates of On -Site Systems Approval are valid for 90 days from the date of issue for properties served by a private or Class C well and may be reissued with new water samples. (Certificates may be reissued for a period of up to one year with valid water samples.) Certificates are valid for one year fdr properties served by Class A or B wells or a public water s3stem. The Municipality, of Anchorage is not responsible for errors or omissions in the professional engineers work. ,. STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date shown below; 1 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 riles and from my investigation and inspection, (he on-site water supply and/or wastewater disposal system is(are) in compliance with all applicable Municipal and State codes, ordinances, and regulations in effect at the time of installation. Name of Firm GARNESS ENGINEERING GROUP, Ltd. Address 3701 E. TUDOR ROAD, SUITE 101 • ANCHORAGE, AK 99507 Engineer's Printed Name JEFFREY A. GARNESS, P.E. Engineer's Comments: In conducting this evaluation, GEG, V6. attempted to provide a thorough, conscientious engineering analysis of the system in accordance with ADEC and MOA DSD Guidelines 8 Regulations. The reported results described 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 soils 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 the evaluator of the system. Satisfactory test results do not guarantee future performance of the system, nor do they guarantee that there are no hidden defects or encroachments. GEG, LTD. can therefore not provide any warranty or future estimate of how long the system will continue to meet the operational requirements of the ADEC or MOA DSD. The content of this report is for the sole benefit of the owner listed above. Any reliance upon or use of this report by any other person or party is not authorized, nor will it confer any legal right whatsoever. 5. DSD SIGNATURE JL� Approved for bedrooms. Disapproved. Conditional approval for bedrooms, with the fllowing Attachments: COSA Checklist Septic System Advisory , Well Flow Advisory Nitrate Advisory Phone 337-6179 Date -r>Z 13 t7 0 A. ....... ............ A. amass: 04nd Professlo�.O � Arsenic Advisory Maintenance Agreements Supplemental Engineer's Reort Other •••ONSITE.. WATER AND WASTEWATER PROGRAM By. 1Z(Z/ Original Certificate Date: (Rm 11105) \ Municipality of Anchorage ^--1 Development Services Department Building Safety Division On -Site Water 8 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 CHECKLIST Legal Description: CROSSVIEW ESTATES, BLOCK 1, LOT 2 — Parcel 0:61.15%;Z211- 4's A. WELL DATA Well type PRNATE If A, B, or C provide PWSID# N/A Date completed 1/10/2008 Sanitary seal (Y/N) YES Total depth 225 ft. Cased to 225 ft. FROM WELL LOG Date of test 1/10/2008 Static water level 141 ft. Well production 12 g•p•m• WATER SAMPLE RESULTS: Coliform 0 colonies/100 ml. Nitrate 1.48 mg./L. Well Log (Y/N) YES Wires properly protected (YIN) YES Casing height (above ground) 18 in. AT INSPECTION ;1 � P7 _�f g.p.m. Other bacteria _0 colonies/100 ml. Arsenic: _0 ug./L. Date of sample: 5/15/08 Collected by: CEG Ltd. B. SEPTIC/HOLDING TANK DATA Tank Type/Material SEPTIC/STEEL Date installed 12/12/2007 Tank size 2000 gat. Number of Compartments E Cleanouts (Y/N) YES Foundation cleanout (YIN) YES Depression over tank (YIN) NO High water alarm (Y/N) N/A Date of pumping N/A Pumper N/A C. ABSORPTION FIELD DATA "ELow EXISTING GRADE Date installed 12/12/2007 Soil rating (g.p.ddit'o t/bd 0.6 System type DEEP TRENCH Length 108+ ft. Width 2.5+ ft. Gravel below pipe 7.26 ft. Total depth 11.11 ft. Eff. absorption area 1568 ft' Monitoring tube YES Depression over field NO Date of adequacy test NEW Results (Pass/Fail) PASS For 5 bedrooms Fluid depth in absorption field before test = in. Water added= gal. New depth =in. Elapsed Time: = min. Final fluid depth= In. Absorption rate >= 750+ g.p,d, Any rejuvenation treatment (past 12 mo.) (Y/N & type) NONE If yes, give date — D. LIFT STATION Date installed Size in gallons "Pump on" level at in. "Pump off" Cycles E. SEPARATION DISTANCES Manhole/Access water alarm level at in. Meets alarm & circuit requirements? SEPARATION DISTANCES FROM 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 N/A Sewer /septic service line 25'+ Public sewer manhole/cleanout N/A Holding tank N/A Animal containment areas 50'+ Manurelanimal 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'+ SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line 10'+ Building foundation 10'+ Water main N/A Water service fine 10'+ Surface water 100'+ Driveway, parking/vehicle storage 10'+ Curtain drain NONE KNOWN Wells on adjacent lots 100'+ F. COMMENTS G. ENGINEER'S CERTIFICATION OF I certify that 1 have determined through field inspections and '•,Ye review of Municipal records that the above systems are in """" ' ""' """' conformance with MOA COSA guidelines in effect on this 0 date. Je f G ess;' Engineers Printed Name JEFFREY A. GARNESS QO s / _Er 795 Date 5/Zs u8 004�e �J.Z���oa�o� COSA Fee S I'S l7 Date of Payment �& 99 q Receipt Number 7a 3 1 (Rev. 11/05) Waiver Fee $ Date of Payment Receipt Number O 0 W 0 30' m Z m I 2006-171 CROSS VIEW ESTATES SUBDIVISION LOT 2, BLOCK 1 40,043 S.F. S 89659'32"E 170.19' I I N N Y I HEREBY CERTIFY THAT I HAVE SURVEYED THE 59.1' i PROPERTY DEPICTED ABOVE AND THAT NO GASTALDI LAND ENCROACHMENTS EXIST EXCEPT AS INDICATED. SURVEYING, LLC IT IS THE RESPONSIBILITY OF THE OWNER TO I I • lV N r� n I I O II APPS ON THE RECORDED SUBDIVISION PLAT. PHONE 248-5454 In s II DATE HEREON BE USED FOR CONSTRUCTION OR FOR I I 65.0' ESTABLISHING BOUNDARY OR FENCE LINES. I GRAVELI DRIVE o, ANCHORAGE RECORDING DISTRICT, ALASKA ,o II I J I I ••• EXISTING 52.1 BUILDING I I SEM SYSTEM II II I I II I I 65.4' I I I I II WELL z II 5' PUBLIC USE ESMT. I e o 10' T. do E. ESMT. I z rri II � II x I N 89058'56"E 166.16' BUILDING DETAIL SCALE. 1"=20' AS -BILI I LT I HEREBY CERTIFY THAT I HAVE SURVEYED THE PROPERTY DEPICTED ABOVE AND THAT NO GASTALDI LAND ENCROACHMENTS EXIST EXCEPT AS INDICATED. SURVEYING, LLC IT IS THE RESPONSIBILITY OF THE OWNER TO JEFF A. GASTALDI, R.LS. DETERMINE THE EXISTENCE OF ANY EASEMENTS, 2000 E. DOWLING RD., SURE 8 COVES OR RESTRICTIONS WHICH DO NOT ANCHORAGE, ALASKA 99507 APPS ON THE RECORDED SUBDIVISION PLAT. PHONE 248-5454 UNDER NO CIRCUMSTANCES SHOULD ANY DATA GRID DATE HEREON BE USED FOR CONSTRUCTION OR FOR I ESTABLISHING BOUNDARY OR FENCE LINES. 2737 3/31/2008 ANCHORAGE RECORDING DISTRICT, ALASKA F.B.I JOB N0. I 07-12 CVE21 NOTE NO CORNERS SET THIS DATE 111=40'