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HomeMy WebLinkAboutVALLI VUE ESTATES #2 BLK 5 LT 13./ Municipality of Anchorage Community Development Department Page 1 of 2 On-Site Water and Wastewater Program 4700 Elmore St. • P.O. Box 196650 Anchorage, AK 99519-6650 • http://www.muni.org/onsite• (907) 343-7904 ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP171224 PID Number: 015-123-44 ❑ New 2 Upgrade Name. PENNY CORDES ABSORPTION FIELD Address ❑D Deep Trench ❑ Shallow Trench ❑ Bed El Mound 6731 CROOKED TREE DRIVE ❑ Other Phone Number of Bedrooms Soil Rating Total depth from original grade 3 1.2 GPD/SF 10.0 Ft LEGAL DESCRIPTION Depth to pipe invert from original grade Gravel depth beneath pipe Subdivision Block Lot 4.5 Ft. 5 0 Ft VALLI VUE ESTATES#2 5 13 Fill added above original grade Gravel length Township Range Section 0.0 Ft. 38 Ft. Gravel width Beds:Number of Lines Distance between lines SEPARATION DISTANCES 2•5Ft. Ft To Septic Absorption Holding Sewer Total absorption area Number of trenches Dist.between trenches From Tank Field Lift Station Tank Line 375 Ft2 1 Ft Well N/A N/A N/A N/A 25+ TANK I]Septic 0 S.T.E.P. 0 Holding ❑Other Manufacturer Capacity Surface Water 100+ 100+ N/A N/A ANCHORAGE TANK 1000Ga1 Material Number of compartments Lot Line 88.2 42.8 N/A N/A STEEL 2 NA Foundation 8.1 23.6 N/A N/A LIFT STATION Manufacturer Capacity Curtain Drain 50+ 50+ N/A N/A Gal •Pump on level at Pump off level at High water alarm at Remarks in. in. in. Pump make and model Electrical Inspections performed by PIPE MATERIAL House to tank3034 Tank to Installer drainfield 3034 A+ HOME SERVICES Drainfield 3034 CO/MT 3034 Inspector Pannone Engineering Services BENCH MARK (Assumed elevation) 673.51t Inspection , Location and description dates: f• 9/14/17 2^d 9/15/17 3,d 4„, House Trim (Deck) COMMUNITY DEVELOPMENT DEPARTMENT APPROVAL Engineer's Stamp ___11614, Nibillikkk, Conditional Approval: Date ��4.. k ••t't'e'ven . '0 an none r— A 4 1;,;-.c.x ay .-0% o, ts„, o ..4,....., Approv � /— ' Date i0 2 l 7 iob • FEss4+ Inspection Report_1-1-1 2.doc DESIGN PARAMETERS _ = -ABBREVIATIONS -PRIMARY SEPTIC SYSTEM - w ,' W T W�rIER'1JNE / �--TH TEST HOLE NO. BEDROOM: 3(450 gpd) ‘`IWELL'RADR)S (P) PROPOSED ^ •+ • • TANK SIZE: 1000g c • PERC RATE: 2.2 MPI -� (E) EXISTING * * ss ' ss NEW SERTCI / CO CLEAN OUT NO. � SOIL RATING: 1.2 GPD/SF ;fir• ** AREA ROD: 375 SF 1 MT MONITOR TUBE NO. `.SYS. TYPE: DEEP TRENCH 5.0'ED I TYP TYPICAL MIN LENGTH: 37.5 LF L__,./ , % '' 1 / - ` TR 4 tJOI'Th SCALE : 1.= 50' USED: 1 , ,`, , '38LFx2.5'Wx5.0' E.D., 10.0' TD 1 ! ( ti \ - sTOTAL AREA: 380 SF 1 / 1 1 \ \ N I i SEPTIC AREA N li i 11 \ \ J �I ; ', j , INSTALLED ABSORPTION FIELD(N) \ ‘\'\\I -ss --ss-, I 11 1 � I " 38LFx2.5'Wx5.0'E.D.,10.0'T.D. \ \ I `,\I 11 I I I , s\\ - W/ MTs & COs AT ENDS ` `, I I 1 1 I \ \ `• \ \ 1 1 1 \ /---- _ - 1 ) 1 1 -� - 1 1 \ --______ - 1 ; •-� �_ REMOVED AND REPLACED 1000G ' I 11 -- 7 1 L 1/ \ 42.8 < - SEPTIC TANK, INSTALLED DCO AND III I - ` ( I �, /� ►� DV AFTER TANK(N) 1 \ 111 1 1 1 \ TH \\\ , B `\ 1 \1 `I 11 11 '1 1 11 1 � 1 % Y 3BR `, \ 1, 'I 1 1 1 ', 1 '1 7 A SFD ` , 1 `1 1 ', 1 II 1 �� \`\ \ \ 1 \ 1 1 1 I \ 1 1 ` �--� \� \ !\ \ I 1 1 1 1 1 -,^ 2\\\ ; ' /\\ 88.2 �� \\\ \\I �, 1 F • 1\\ 1\ \\I\ 1`1 111 II 11 11 11 / / ' i ) • ' \\ \\ \ ' ' S '4411 A . \ \\ \ 1 1 \ 1 , _ 1/ \ T , r] I I I I ` ' \ `\ 31 / 1 1• \ 1 1 \ _ ��J I• ` \\ ` i i Gd Il `I 1 '1 1 r-- �.1 1 I \\I \) DRIVEWAY \I J i� `I `I \I I ,' `t r I ', > 11 ; 3 L --- ./ \ y/^ Ii 1 1 11 I 1 F 1 ! I ,/' \\` J� //- / I;2I 660 16641 I6J661 �• �J1 I`I 11 I I / 1 ) / 1 '/• _,--- �' 1` 111 1`1 '� / 1 3 \ A B ; 3 (1 1 ,I / /-� \ 1 11 �1 \1 1 ' i 1 Ti 14.7 37.8 ] J ( 0 \ ' Cl 43.2 27.0 3 • \ I\ l / I Z 01- - 1- r m CO''' QD 8 0 0 > > ~ J �Z JU Z Z w05 O O r0 e DW m0 W W m< 8 Z Z w 2 0 c:v U V 'o ci FILTER FABRIC �� OU ___ DRAIN ROCK 6"ABOVE PIPE INV 4 ...-- ---- �(ii0/00 EL=672.0 TEST HOLE _ - 4"0 DRAIN PIPE i ca 1.0 4.0 2.0 3.0 .--_„,_1- __- 4.0 1000 g SEPTIC r 5.0 667.4 667.2 `667.0 TANK(N) 667.0 70 8.0 I 9.0 '�, 1 .0 71 38.0 }- 11.0 PROFILE cel- 12.0 SCALE 1"=10' 13.0 14.0 15.0 C-? 6_!` 6.0 l✓7�„/o4rc 1,5 CF9 0111.1 ED:ITli �C NO cx�vux4ax NOTES: PANNONE ENG SVC, LLC Date 10/16/2017 RECORD DRAWING P.O. BOX 102954 ANCHORAGE, AK 99510 '�••""'••. PHONE (907) 272-8218 FAX (907) 272-8211 Lp'•. ��'•. Scale *:49 I. /\ .•* 1,. = 50' • 417••11'7• P.I.D. NO VALLI VUE ESTATES #2 B5 L13 ....„...., \ . 015-123-44 PENNY CORDES ••��even •�anna+e PERMIT NO. DRAWN JRL 6731 CROOKED TREE DRIVE .,.,.. Mph 9. OSP171224 SITE PLAN ANCHORAGE, AK 99507 ,4FF517' Sheet \ 2 OF 2 ,N,C,PAl�7Y Op MUNICIPALITY OF ANCHORAGE On-Site Water & Wastewater ProgramAsa. S PO Box 196650 4700 Elmore Road Anchorage,Alaska 99519-6650 Phone: (907)343-7904 Fax: (907)343-7997 http://www.muni.orgionsite DcpurtmL•nt �HCHU0.ppb On-Site Wastewater Disposal System Permit Permit Number: OSP171224 Effective Date: 9/13/2017 Work Type: Septic Upgrade Expiration Date: 9/13/2018 Tax Code Number: 01512344000 Q/13111 8oH IL:3i Toe Site Legal Address: VALLI VUE ESTATES #2 BLK 5 LT 13 G:2539 Site Mailing Address: 6731 CROOKED TREE DR, Anchorage Owner: CORDES PENELOPE M Lot Size in Sq Ft: 61370 Design Engineer: PANNONE ENGINEERING SERVICES Total Bedrooms: 3 This permit is for the construction of: 1l Disposal Field Q Septic Tank 0 Holding Tank 0 Privy 0 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 B . 'OA ' .13 IF • Date: w. Issued By: I . � • Date: Iq 41472-0/ M► Municipality of Anchorage• P.O. Box 196650 • 4700 Elmore Road Anchorage, Alaska 99519-6650 • (907) 343-7904 • Fax (907) 343-7997 http://www.muni.org/Onsite Development Services Division On-Site Water and Wastewater Program **** VARIANCE/WAIVER REVIEW **** Waiver#: OSV171106 COSA#: Permit#: OSP171224 PID#: 015-123-44 Legal Description: Valli Vue Estates #2 Block 5 Lot 13 Engineer: Pannone Engineering Services Applicant: Penelope M Cordes Your request for a waiver of the required 50 feet horizontal separation from the absorption field to the excessive slope has been approved. The approved separation distance is 9.3 feet. See engineer's waiver request and profile drawing for justification. This waiver approval applies to the proposed 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. n The affected adjacent property owner(s) have been given a 7 day notice regarding this waiver. • ❑ Notarized letter(s) of nonobjection have been received from the owner(s) of the affected adjacent property. Adjacent properties are not affected by this waiver. Waiver is Granted: X Waiver is not Granted: Date: 034C/ 7 Approved by: /4- free4 efir.J9 Name of Reviewer **** VARIANCE/WAIVER REVIEW **** MUNICIPALITY OF ANCHORAGE (n Community Development Department Pho F,907-343-7904 Development Services Division 997 On-Site Water& Wastewater Program ti �� ON-SITE SEWER/WELL PERMIT APPLICATION a AUG 1 - Parcel I.D. 015-123-44 ``<< c) PENNY CORDES 01 6 L 9 Property owner(s) Day phone Mailing address 6731 CROOKED TREE DRIVE, ANCHORAGE, AK 99507 Site address 6731 CROOKED TREE DRIVE Legal description (Sub'd., Block & Lot) VALLI VUE ESTATES #2 B5 L13 Legal description (Township, Range & Section) Lot Size 61,370 Sq. Ft. Number of Bedrooms 3 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (®all that apply) Absorption Field 0 Initial ❑ Single Family (SF) 0 (w/wo ADU) Septic Tank 0 Upgrade Duplex (D) ❑ Holding Tank ❑ Renewal ❑ Multiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well ❑ Water Storage ❑ THIS APPLICATION INCLUDES A VARIANCE /WAIVER REQUEST FOR: Slope separation waiver Distance: 9.3' I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal Codes. v.e (Signature of property owner or authorized agent) Permit/Rush Fees: 50- Waiver Fees: Date of Payment: t t U i I l Date of Payment: Receipt Number: 0515 w Receipt Number: Permit No. o 5/(1 1224 Waiver No. Permit App - :: ..c Pannone Engineering Services uc Steven R. Pannone, Principal Registered Professional Engineer E-mail:steve@oanengak.com August 11, 2017 Subject: VALLI VUE ESTATES #2 B5 L13 Septic System Permit Request Design Narrative This is a design narrative for a permit to install an upgrade septic system to be issued for this property. The proposed system will serve an existing three (3) bedroom house. Currently the lot is developed. The system will utilize a new 1000g septic tank system if needed upon verification of condition and a new absorption field. This lot and the surrounding lots are served by a public water system. There are no wells or surface water within 100' of the proposed septic system. 1. Soils. One test hole was performed in the vicinity of this system by PES in July 2017, and groundwater was not encountered. Bedrock was not encountered in the test hole. There are established test holes throughout the subdivision that exhibit a similar soil profile and perc rate for those soils. Based on the results of the percolation tests and overall soils appearance; an application rate of 1.2 gallons/day/square was used for a conventional wastewater system in the area of the system. 2. Soil Absorption System Design. a. See Sheet 1 of the design package. 3. Surface Water: There is no surface water within 100 feet of the proposed septic tank and drain field. The proposed drain field upgrade will maintain at least 100 feet from all surface water and drainage ditches. 4. Topography: The existing topography on the lot generally slopes from south to north with the center of the lot sitting on a finger with slopes falling to the north, east and west away from the north end of the lot. There are slopes of approximately 17%-22% to the west, 10%-15% to the north and 38%-42%to the northeast in the area of the drain field (see site plan). There are steep slopes within 50' of the proposed drain field. A grade-break to greater than 25% slope exists approximately 9.3' from the system (see Waivers) 5. Waivers: a. Slope Separation: We are requesting a waiver for the subject property for a separation distance from a slope greater than 25%to eight feet (8'). The worst case scenario shown by sections C-C on the plan set shows the distance from the primary drain field to the respective grade changes. The soils in the area are HSG A (i.e. the 46% is a more reasonable infiltration line) and Mailing: P.O. Box 100217, Anchorage, AK 99510-0217 Physical: 332 East Manor, Anchorage, AK 99501 Telephone: (907) 272-8218 FAX: (907) 272-8211 Page 2 of 2 no predicted daylight penetration of effluent is predicted along both the HSG A and HSG D infiltration lines. As a result we request a waiver for steep slope separation to 8'. b. 6. Drawing Markings: The Drawings are marked "For MoA Review Only". When written notification that the review is complete and that there are no further comments is received from MoA On-Site Department, the note will be removed and "Issued for Construction" drawings will be issued. The proposed installation will not affect the future development of this or the surrounding lots. If you have any questions or concerns, please contact me at 272-8218. Sincerely, A....QF •.'♦•0I ) • Steven R.Pannone P • •4+,, it.+.644 Steven R. Pannone, P.E. Owner/Civil Engineer Mailing: P.O. Box 100217, Anchorage, AK 99510-0217 Physical: 332 East Manor Ave, Anchorage, AK 99501 Telephone: (907) 272-8218 FAX: (907) 272-8211 i - 1 DESIGN PARAMETERSF/' - -ABBREVIATIONSgfr' PRIMARY SEPTIC SYSTEM „r • T 1,1ATER`UNE / --TN TEST HOLE �i NO. BEDROOM: 3(450 gpd) M+ELL`RADR S (P) PROPOSED40, TANK SIZE: 1000g •/ .- • (E) EXISTING if * .4,. PERC RATE: 2.2 MPI `�. **** s n SE.RTICI CO CLEAN OUT NO. ��� SOIL RATING: 1.2 GPD/SF � � NEW , �;`•l�'" � " r � � " AREA ROD: 375 SF MT MONITOR TUBE NO. I� ,____,/ I TYP TYPICAL . , / '.SYS. TYPE: DEEP TRENCH 5.0'ED MIN LENGTH: 37.5 LF . '` / / 1 1 / -1t` TRUE kind•fH SCALE . 1•- 50. USE: �� r 1 I 1 '38LFx2.5'Wx5.0' E.D., 10.0' TD I 1 = ; - STOTAL AREA: 380 SF � ; / Q \\ SEPTIC AREA l i A i 1 ") ` ' / 1I 'I ; ISECT '� -' , INSTALL ABSORPTION FIELD P ��;, SS =� ; ; ; th,a ; t� 38LFx2.5 Wx5.0 E.D.,10.0 T.D. 1 \ , ',', f �, W/ MTs & COs AT ENDS , , , , I I I 1 `, ` ', ', l —� ? , 1 r _ VERIFY INTEGRITY OF 1000G SEPTIC `I `I is 1 1, `1 1 -_ I I L 1-.L�S TANK, R&R IF NEEDED, INSTALL '11 ; ' '1 - `` I �, 4.0 �r fir DCO AND DV AFTER TANK(P) ', `1 ; 'I , I , lc 1 I 1 '\ 1 , � \ \, ', , ', , ', , ,9`•, 1 , 1 11 , Il , `, \1'��, `.l /� L 4--`V,I ,``, , \ ,1` dri ,. \ Ill ',k ``, 11 , '1, '1 '1,I, .1 \` I' r, ,�` P ,, , 1 1 ',\,, `, 1,1 I+ ', ll 11 1 /'/ // L. „ \ ,\ ` '1 '' ', I' ' 1, , 1, • / '1 ` \ `• • • \ I”, ` ` 1 ' ' ' „ , , 3 ,y l , a r i-1 I '1 , `� DRIVEWAY l ', 1 , ' `, 1 ` I / I , 1 / ; L--------- �,, / l 1 1 1 % l r l r 1 ,� , 1 , , I % f J ,// 660 �rai ® 1 •/•/• - ' 'I` 'll `I` / /' / 0 ' r r J I I l, i )d 1 'I� ' I r /' ' ,/ f ,77---4/ ,• \ l I 1 '. ``�_ I �/ 1 l 1 ,• I , J V. -- 1 / 11 ' / y/) 1 f/. /`, 'I I' �/ / 1 -- if 1 ) � , ` w I \ / / I ; I Y \ J 1 NOTES: PANNONE ENG SVC, LLC OF Dote FOR CONSTRUCTION P.O. BOX 102954 ANCHORAGE, AK 99510 p' '••" 08/11/2017 PHONE (907) 272-8218 FAX (907) 272-8211 .••• 1 Scale *:'49 X_ jR .* 1" = 50' ••• /'��f� , P.I.D. NO VALLI VUE ESTATES #2 B5 L13 t 015-123-44 PENNY CORDES ** seven A. Pannone PERMIT NO. DRAWN JRL • • CE 8149 OSP171224 6731 CROOKED TREE DRIVE .,-v:08/11/2gL SITE PLAN ANCHORAGE, AK 99507 '-o1 ° Sheet ` 1 OF 4 676 `-32.2% 27% - 23.9% 32.5% ' - 20.8% ' 672 z„ 668 - - 664 - - ®- - --_a 660 { 1_,„, I 656 -• 652 SECTION A SCALE 1,20 676 - 16.5% 52.6% 12.4% { 672 I 668 �`-�...__._- - - 664 ; 660- f�_ ��~ __- ' - N. 656 I •- 652 SECTILE!'ON•M B SCA 676- 9.176 - 33.1% - 40.051 - 672- • 668- 664- - - - 1_ 660- _ 656- - -- 652- p C SCALE 1+ NOTES: LLC � /-� ,tit � 1 Date FOR CONSTRUCTION PANNQNE ENG SVC, L.LC08/11/2017 P.O. BOX 102954 ANCHORAGE, AK 99510 PHONE (907) 272-8218 FAX (907) 272-8211 �4,'•. Scale - -- *�• L, i' •••* 1" = 10' . • " / P.I.D. NO VALLI VUE ESTATES #2 B5 L13 . •• '15-123-44 PENNY CORDES ' .•tle lk• Pannors PERMIT NO. DRAWN JRL 6731 CROOKED TREE DRIVE ' CE 8149 .h SECTION '',••.iEv08/11/70J . osP171zza ANCHORAGE, AK 99507 =:,:'••. ,' Sheet 1 \\\ 2 OF 4 TEST HOLE SOILS LOG — PERCOLATION TEST •: — 1.0 ORANGE SLOPE M SILTY to 2.0 SAND 1111 3.0 /qv ) 4.0 i 111 5.0 li ii 6.0 i. 7.0 TEST HOLE 8.0 BROWNiiii,,„ 4 7 0 SANDY 9.0 GRAVEL W/ COBBLES 10.0 11.0 12.0 13.0 �2 7 o LIU lil� 14.0 SLOPE WAS GROUND WATER 15.0 ENCOUNTERED? N TH 1 16.0 IF YES. AT WHAT DATE PERFORMED: 24JUL17 DEPTH? -NA-' NO GROUNDWATER DEPTH TO WATER AFTER MONITORING? - DRY - DATE: 09AUG2017 CLOCK WATER RATE SOIL TEST RESULTS/ANALYSIS READING DATE TIME NET TIME LEVEL NET DROP (MPI) • PERCOLATION RATE 2.2(min/inch) READING (Hydrologic Soils Group; HSG A) 1 24JUL17 1125 5.900" • PERC HOLE DIAMETER 6" 2 1135 10 MIN 10.578" 4.678" 2.1 • TEST RUN BETWEEN 5 FT AND 6 FT. 3 1136 5.900" • TEST RUN FOR OVER AN HOUR. LAST THREE READINGS PROVIDED. 4 1146 10 MIN 10.405" 4.505" 2.2 5 1147 5.900" 6 1157 10 MIN 10.395" 4.495" 2.2 COMMENTS:Test hole excavated by A+ HOME SERVICES. PERFORMED BY:Joseph Lawendowski. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST. NOTES: PANNONE ENG SVC, LLC Dote FOR CONSTRUCTION P.O. BOX 102954 ANCHORAGE, AK 99510 0` OS/11/7C 17 PHONE (907) 272-8218 FAX (907) 272-8211 _ ... •••• Scale *. .* NTS ••• � VALLI VUE ESTATES #2 B5 L13 __ � P.I.D. 123-44 PENNY CORDES ••t.leven . Pannone PERMIT NO DRAWN JRL 6731 CROOKED TREE DRIVE '::'•;<r V:08/110E 814/20l 9 OSP171224 SOILS LOGS ANCHORAGE, AK 99507 I •,:,,, Sheet I \ ` 3 OF 4 SPECIAL PROVISIONS TO SPECIFICATIONS 1. ALL CONSTRUCTION SHALL BE INSTALLED AS SPECIFIED IN THE MOST CURRENT EDITION OF THE MUNICIPALITY OF ANCHORAGE STANDARD SPECIFICATIONS (MASS) FOR COMPONENT PARTS AND MATERIALS USED IN CONSTRUCTION OF ON-SITE WASTEWATER DISPOSAL SYSTEMS AND AND IN ACCORDANCE WITH AMC 15.65 AND 15.55. 2. SCOPE OF WORK: VERIFY 1000g SEPTIC TANK & REPLACE IF NEEDED, AND INSTALL SOIL ABSORPTION SYSTEM. 3. GROUNDWATER WAS NOT ENCOUNTERED TO A DEPTH OF 16 FEET BELOW EXISTING GRADE AS EVIDENCED BY THE SOIL TEST HOLE. IF AN APPARENT WATER TABLE IS OBSERVED IN ANY OF THE EXCAVATIONS LESS THAN 16 FEET BELOW EXISTING GRADE NOTIFY THE ENGINEER IMMEDIATELY. 4. THE CONTRACTOR (BOTH WELL AND SEPTIC SYSTEM CONTRACTORS) SHALL HAVE ANY WELL LOCATION AND SEPTIC LOCATION STAKED AND ANY LOT LINE AND WELL RADIUS SHOWN ON THE PLAN WITHIN 30 FEET OF THE PROPOSED SYSTEM STAKED BY A REGISTERED LAND SURVEYOR BEFORE STARTING THE WORK. 5. THE CONTRACTOR IS RESPONSIBLE FOR ALL R.O.W. AND OTHER REQUIRED PERMITS, OTHER THAN THE ATTACHED. 6. THE CONTRACTOR SHALL CALL FOR LOCATING OF ALL BURIED UTILITIES. 7. THE CONTRACTOR SHALL PROVIDE 24 HOUR NOTICE TO THE ENGINEER PRIOR TO START OF WORK. ALL SURVEYING AND LOCATES SHALL BE IN PLACE PRIOR TO NOTIFYING THE ENGINEER. 8. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCY BETWEEN THE APPROVED DRAWINGS AND SITE CONDITIONS/LIMITATIONS POTENTIALLY CAUSING THE NEED TO MODIFY THE DESIGN. 9. AT THE COMPLETION OF THE WORK, THE CONTRACTOR SHALL SUBMIT RED-LINE AS-BUILT DRAWINGS TO THE ENGINEER. THE RED-LINES SHALL INCLUDE PIPE LENGTHS, ORIGINAL GROUND ELEVATIONS, PIPE ELEVATIONS, AND TANK ELEVATIONS. 10. THE CONTRACTOR SHALL PROVIDE PHOTOGRAPHS OF THE SYSTEM INSTALLATION TO INCLUDE BOTTOM OF EXCAVATION, TOP OF PIPE WITH CLEAN-OUTS AND MONITOR TUBES INSTALLED, INSTALLED TANK AND FINAL GRADING. 11. THE CONTRACTOR PROVIDED DATA (UPON WHICH THIS RECORD DRAWING IS BASED) APPEARS TO REPRESENT THE PROJECT AS CONSTRUCTED. THIS DATA IN CONJUNCTION WITH THE PERIODIC FIELD OBSERVATIONS BY THE ENGINEER (OR HIS DESIGNEE) AS REQUIRED BY AMC 15.65 DOES NOT GUARANTEE THAT THERE ARE NO HIDDEN DEFECTS BY THE CONTRACTOR. 12. THE CONTRACTOR SHALL SIGN THE FOLLOWING: I CERTIFY THAT ALL WORK WAS PERFORMED IN ACCORDANCE WITH THE APPEND PERMIT, AND ANY AND ALL CHANGE ORDERS, AND THAT THE AS-BUILT REDLINES ARE TRUE AND ACCURATE REPRESENTATION OF THE PROJECT AS CONSTRUCTED. CONTRACTOR: BY: . TITLE: DATE: NOTES: PANNONE ENG SVC, LLC OF Dote '• FOR CONSTRUCTION P.O. BOX 102954 ANCHORAGE, AK 99510 ?'�G. ••, 08/11/2017 PHONE (907) 272-8218 FAX (907) 272-8211 �. 1,• Scale ' li /\ %* NTS '• r••qv •••• ••• P.I.D. NO VALLI VUE ESTATES #2 B5 L13 •;�� 015-123-44 PENNY CORDES : even �•°^^'•• PERMIT NO. DRAWN JRL CE 8149 6731 CROOKED TREE DRIVE .4 ' OSP171224 � f�Ev:08/it/24L DESIGN NOTES ANCHORAGE, AK 99507 ''.7,�, Sheet 4 OF 4 GREY' R ANCHORAGE AREA BOF IGH Department of Environmental Quality 3330 C Street Anchorage, Alaska 99503 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM NAME ,~'-,~ f~/V£-/~ LOCATION M A i L i N G A D D R ES S ~',~//d~ ~/~,~--*~/~:~, LEGAL DESCRIPTION SEPTIC TANK: DISTANCE z~'~ FROM WELL(---~'~//~/ MANUFACTURER NUMBER OF ~/-~5~ [~/?~_~ MATERIAL ~--~P~/ COMPARTMENTS INSIDE LENGTH INSIDE WIDTH LIQUID DEPTH ~ LIQUID CAPACITY //~2~2~2 GALLONS. SEEPAGE PIT: NUMBER OF PITS / LINING MATERIAL /~'~ ~}-- BUILDING FOUNDATION ADDITIONAL ABSORPTION DIAMETER -- OR WIDTH LENGTH DEPTH //~' -~ ' / CRIB SIZE: DIAMETER DEPTI~*~ DISTANCE FROM: WELL NEAREST LOT LINE __ ABSORPTION AREA {WALL AREA) ,)~--~ //~ ~(~FT. WELL: TYPE 0'~J/~'Q/ ~'~ BUILDING FOUNDATION __ CESSPOOL CONSTRUCTION DEPTH DISTANCE FROM: NEAREST NEAREST SEPTIC SEEPAGE LOT LINE SEWER LINE TANK SYSTEM OTHER SOURCES APPROVED__ DISAPPROVED REMARKS DISTANCES: INSTALLED BY: ~/:tR/V¢/~' PIPE MATERIAL:/:]// ¢?/~¢~' LOT SLOPE: ///2 REMARKS: Form No, EQ-Oal DIAGRAM OF SYSTEM DATE ....~":' "One test is 'worth a lhottsand opinions" Performed rot__ ~F2t~A/~L-j[{_~,-~'~'Af~,Z~//~'~.¢ate Performed This ~orm Re~orts Soils Loq~¢ Percolation Test ~e,th Feet Soil Characteristics Was Ground Water Encountered F I~ Yes, At what Depth? Reading [)ace G~ s., Time Net l'ime Denth to H20 Net Drop, Percolation Rate !Ii Proposed Inst}~-l')a~:'i"~¢i': Seel~aoe ~it //:-'.S Drain Field Deoth of ~nlet '--~ ~,'~ Der)~--r-Fc,-l~l}~'~'~om.Of Pit 0~:-~'~-~ ooz~',~,'YY:~ ..... ~',c ,:: .............. .l.,~ ...... ?W-:~';/..~. ................... '* .......... ~ ................. :' Test Performed By_.~:).." J~ ........ /../}~ /~t~}~:i~;, Date: GREATER ANCHORAGE AREA BOROUGH Department of Environmental Quality 3330 "C" Street, Anchorage, Alaska 99503 274-4561 Date Received July 19, Time of Inspection Date of Inspection REQUEST FOR APPROVAL OF INDIVIDUAL SEWER & WATER FACILITIES FOR 1976 Cony. 1. Approval requested by: Alaska Mutual Savings BAnk % Fran Brown Mailing Address: Post Office Box 1120 Phone: 274-3561 x 233 2. Property Owner: Roger & Penny Bates Phone: 344-3717/277-1553 w Mailing Address: 3761 Crooked Tree Drive 3. Legal Description: Lot 13%~tock 5 Valli Vue Estates $2 4. Location: 5. Type of facility to be inspected 6. Well Data: A. Type B. Depth .No. of bedrooms C. Construction D. Bacterial Analysis 7. Sewage Disposal System: ~s~_zS~ ~/~ A. Installed B. Installer C. Septic Tank: 1. Size 2. Manufacturer D. Seepage Pit~ 1. Absorption Area E. Disposal Field: Total length of lines 2. Material Be Distances: A. Well to: Septic tank , Absorption area , Sewer Lines Nearest lot line , Other contamination B. Foundation to septic tank ., Absorption area C. Absorption area to nearest lot line EQ-034 (l/74) Page 1 of two pages Page 2 of two ~2ges - Re(~st for Approval of~ Individual .r~'X~r & Water Facilities ~egal ,~escripti0n r.ot 13 Block 5 gallS_~ Vue"~istato8 #2 Comments Approved ~ --~.~ ./~~., Disapproved Date Appro~lT~lid for one year from date signed Greater Anchorag~Aa~a Borough, Department of Environmental Quality DIAGRAM OF SYSTEM certify that the information contained in this request for approval to be a true and accurate representation of the subject sewer and water facilities and these facilities are operating satisfactorily. SIGNED Date EQ-034 (1/74) MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION ~ East Tudor Road, Anchorage, Alaska 99504 276-2221 REQUEST FOR APPROVAL OF INDIVIDUAL SEWER and WATER FACILITIES 1. Type of Inspection: CMRO 2. Property Owner: ~_ Mailing Address: ~'~'7~ i 3. Name of Buyer: Mailing Address: Name of Lending Institution: Mailing Address: ~7~ 5. Name of Realtor or Agent: Day Phone: Phone: Mailing Address: Legal Description: ~ Location: Phone: 7. Type of Facility to be Inspected: 8. Water Supply Type of Supply: Public Utility No. Bdrms. ~-~, Individual If Individual, number of dwellings presently served If Individual, depth of well Sewage Disposal System Type of System: Public Utility Individual (on-site) If Individual, date of installation. 72-003(3/76) )~--'?artment of Environmental Quali~!/~, ~ater and Sewer Questionnaire , Block ~ ~-~ , Lot /9 Questions: 1. }Iow many bedrooms are now in your house? .- 2. How many bedrooms were in the house at the time of purchase? 3. Were the basement bedroom walls "roughed in" at 'the time of purchase? 4. Was the basement bathroom plumbing "roughed in" at the time of purchase? ~,",.y.,.,~ i,~.. 5. Did the realtor or builder inform you that you would have to enlarge the existing sewer system if you finished the basement bedroom (s)? ~ /~ ~ o If on a public water supply, do you always have an adequate supply of water?.A~-:. ~e..~ - ~)~{5~_~ ~ -~'-~ ~-~-~'~ ~ ~~ 7. Is the pressure always adequate? 8. Who was the builder? 9. Who was the home purchased from? OTHER COMMENTS: MUNMWAUTY OF ANCHORAGE 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. 015-123-44 1. GENERAL INFORMATION Complete legal description Expiration Date: UE ESTATES #2 BLOCK 5. LOT 13 Location (site address) 6731 CROOKED TREE DRIVE, ANCHORAGE, AK 99507 Current property owner(s) SAMUEL & MARY FRIBERG Day phone Mailing address Real estate agent 6731 CROOKED TREE DRIVE, ANCHORAGE, AK 99507 2. TYPE OF DWELLING: ® Single Family (w/wo ADU) ❑ Duplex ❑ Multiple Dwellings (Single Family and/or Duplex) Day phone 3. NUMBER OF BEDROOMS: 3 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 ❑ Waiver request for: Distance: Received by: Date: COSA to be released to the engineer, unless otherwise requested by the engineer. COSA Fee $ J��J Date of Payment r1� •Z 7 �(%�2 1 Receipt Number 1 1-7 2 71 COSA # 05(,2-11 5'Y1 Waiver Fee $ Date of Payment Receipt Number Waiver # 5. STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation, based on procedures outlined in the Certificate of On -Site Systems Approval Guidelines for this application, shows that the on-site water supply and/or wastewater disposal system is (are) safe, functional and adequate for the number of bedrooms and type of structure indicated herein. I further verify that based on the information obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-site water supply and/or wastewater disposal system is (are) in compliance with all applicable Municipal and State codes, ordinances, and regulations in effect at the time of installation. 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 8/26/2021 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 & FWCS 6. DSD SIGNATURE System #1 Approved for System #2 Approved for Disapproved Conditional approval for r �' A 6I . 1, /21') /'1 .. 3 bedrooms bedrooms N OF Ae�e�� *:_49 TH �� • ./Curtis Huffman PROFESSIONA� bedrooms, with the following stipulations: J .0_6 y: '✓�- 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 X Nitrate Advisory Septic System Advisory Arsenic Advisory Well Flow Advisory Other Nffo ' 1 Legal Description: VALI VUE ESTATES #2 BLOCK 5 LOT 13 Parcel ID: 015-123-44 If more than 1 septic system on lot: COSA Checklist # _of 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. Comments ,MfAlLNI," iial Age of tank(s) 4 years Tank type/material SEPTIC / STEEL Measured operating fluid level in septic tank 50" ® Standpipes/foundation cleanout per record drawing Date of pumping 8/24/2021 D. ABSORPTION FIELD DATA Which system tested (date installed) 9/15/2017 ® ALL standpipes present per record drawing Total measured depth from grade 12.4 ft (max) Measured depth to pipe invert from grade 4_8 ft (min) ❑ N/A — pressurized field ❑ Monitor tubes go to bottom of effective. If not, state depth into effective 4.8' INTO THE 5' ED ® Code -required soil cover over field ❑ System presoaked (Required if vacant for greater than 30 days prior to date of test) Gallons introduced gallons Comments/Deficiencies: Structure served by this system _ 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 C. LIFT STATION ❑ Required maintenance completed Age of lift station _ years Lift station material Comments: Adequacy test date 8/25/2021 Results R Pass For 3 bedrooms Fluid depth prior to test 3 in Water added 470 gal New depth 4 in Elapsed time 15 min Final fluid depth 3 in Absorption rate 450 gpd Any rejuvenation treatment (past 12 months) N If yes, enter date E. SEPARATION DISTANCES' From Private Well on Lot to: (Please enter distances if less than required or if community well) Septic Tank/Lift Station on Lot > 100' ❑ Yes if No *5+ Community Sewer Manhole/Cleanout > 100' ❑ Yes if No ft ❑ Yes if No Neighboring Tank > 100' ❑ Yes if No ft Private Sewer/Septic Line > 25' ❑ Yes if No Absorption Field on Lot > 100' ❑ Yes if No ft Holding Tank > 100' ❑ Yes if No Neighboring Absorption Fields > 100' if No ft Animal Containment > 50' ❑ Yes if No ❑ Yes if No ft ft If septic tank is under driveway comment below Manure/Animal Excreta Storage > 100' Community Sewer Main > 75' ❑ Yes if No ft ❑ Yes if No From Septic/Holding Tank on Lot to: (Please enter distances if less than required) Building Foundations > 10' ❑ Yes if No *5+ ft Surface Water > 100' ® Yes if No _ Property Line > 5' ® Yes if No —ft Wells on Adjacent Lots: ® Yes Absorption Field > 5' ® Yes if No ft Private Wells > 100' ® Yes if No _ Water Main > 10' ® Yes if No ft Community Wells > 200' ® Yes if No Water Service Line > 10' ® Yes if No ft If septic tank is under driveway comment below From Absorption Field on Lot to: (Please enter distances if less than required) Building Foundation > 10' ® Yes if No ft If absorption field is under driveway comment below Property Line > 10' ® Yes if No _ ft Wells on Adjacent Lots: Water Main > 10' ® Yes if No ft Private Wells > 100' ® Yes if No —ft Water Service Line > 10' ® Yes if No ft Community Wells > 200' ® Yes if No Surface Water > 100' ® Yes if No ft F. ENGINEER'S COMMENTS *PER CODE AT IN G. ENGINEER'S CERTIFICATION / certify that l 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. WAWA g.• 7H Curtis Huffman 0 ��� 9cr�,%•.• CE 128991 .••�`%1W'°� �� `Pj`c�' • B126/21. •'��vAzV' PROFEWOA ft ft ft ft ft ft ft ft • r� Municipality of Anchorage , ——• - p� On-Site Water and Wastewater Program Q ' (907) 343-7904 s F E '• ,, •/2_'D {''ti/ Certificate of On-Site Systems Approval a G Parcel I.D. 015-123-44 Expiration Date: l©26 / 9 1. GENERAL INFORMATION Complete legal description Valli Vue Estates #2 Block 5 Lot 13 Location (site address) 6731 Crooked Tree Drive Current Property owner(s) Penelope Cordes Day phone Mailing address 6731 Crooked Tree Drive Anchorage, AK 99507 Real Estate Agent Day phone 2. TYPE OF DWELLING: ❑ Single Family (w/wo ADU) ❑ Duplex ❑ Multiple Dwellings (Single Family and/or Duplex) 3. NUMBER OF BEDROOMS: 3 4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well ❑ Individual Individual Water Storage ❑ Holding Tank 0 Community Class Well ❑ Community 0 Public Water System Public Sewer ❑ WaiverNariance request for: Distance: Received b V � ; COSA to be released to the engineer,unless otherwise requested by the engine COSA Fee $ aG i.5b Waiver Fee $ Date of Payment /0/14 /1? Date of Payment Receipt Number l(46) Receipt Number COSA# 0 5C I Igg3 Waiver# 5. STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation, based on procedures outlined in the Certificate of On-Site Systems Approval Guidelines for this application, shows that the on-site water supply and/or wastewater disposal system is (are) safe, functional and adequate for the number of bedrooms and type of structure indicated herein. I further verify that based on the information obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-site water supply and/or wastewater disposal system is(are) in compliance with all applicable Municipal and State codes, ordinances,and regulations in effect at the time of installation. In conducting an adequacy test, I attempt to provide a thorough,conscientious engineering analysis of the system in accordance with MoA COSA guidelines and regulations.The reported results describe the performance of the system under the conditions encountered at the time of the test, and separation distances measured to readily identifiable features. The operational life of all wells and septic systems depend on the local soil condition,ground water levels that may fluctuate during the year,and the water usage of the family being served by the system.These conditions are outside the control of the evaluator of this system. All systems eventually fail and satisfactory test results do not guarantee future performance of the system,nor do they guarantee that there are no hidden defects or encroachments.Therefore we cannot provide any warranty for future performance, nor can we estimate remaining life of the system. The content of this report is for the sole benefit of the owner listed above. Name of Firm Pannone Engineering Services LLC Phone (907) 272-8218 Address P.O. Box 100217, Anchorage Ak. 99510 Engineer's Printed Name Steven R Pannone Date 10/19/2017 %�. e� l4 6. DSD SIGNATURE .. . TH—. . �4 System #1 Approved for bedrooms •Steven R. Pannone System #2 Approved for bedrooms 4 , CE-8149 Disapproved �k‘�P1iOFESSC* Conditional approval for bedrooms, with the following stipulations: Ac t / -17 (( :Tr— 12- 04A ti� ON-SITE �, WATER AND WASTEWATFR z' co, PROGRAM • 4'r SERv\� By:--. Original Certificate Date: 0–�r) --f 7 The Municipality of Anchorage Development Services Division (DSD) issues Certificates of On-Site Systems Approval (COSA) based only upon the representations given in paragraph 5 by an independent professional civil engineer registered in the State of Alaska. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 7. ATTACHMENTS: COSA Checklist X Nitrate Advisory Septic System Advisory Arsenic Advisory Well Flow Advisory Other COSA blue sheet r 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. Valli Vue Estates #2 Block 5 Lot 13 Parcel ID: 015-123-44 A. WELL DATA Well type Public If A, B, or C provide PWSID# Well Log (Y/N) Date completed Sanitary seal (Y/N) Wires properly protected (YIN) Total depth ft Cased to ft. Casing height (above ground) in. FROM WELL LOG AT INSPECTION Date of test Static water level ft. ft. Well production g.p.m. g p m WATER SAMPLE RESULTS: Coliform colonies/100 mL Nitrate mg/L Arsenic ug/L Date of sample: Collected by: B. SEPTIC/HOLDING TANK DATA Tank Type/Material Septic/Steel Date installed 9/15/2017 Tank size 1 000 gal. Number of Compartments 2 Cleanouts (Y/N) Y Foundation cleanout (YIN) Y Depression over tank (Y/N) N High water alarm (Y/N) N/A Date of pumping NEW Pumper N/A C. ABSORPTION FIELD DATA Date installed 9/15/2017 Soil rating (g.p.d./ft2 or ft2/bdrm) 1.2 GPD/SF System type Deep Trench Length 38 ft. Width 2.5 ft. Gravel below pipe 5 ft. Total depth 10 ft. Eff. absorption area 375 ft2 Monitoring tube Y Depression over field N Date of adequacy test NEW Results (Pass/Fail) For 3 bedrooms Fluid depth in absorption field before test in. Water added gal. New depth in. Elapsed Time: mm. Final fluid depth in. Absorption rate >= g.p.d. Any rejuvenation treatment (past 12 mo ) (Y/N 8 type) If yes, give date D. LIFT STATION Date installed Size in gallons Manhole/Access (Y/N) "Pump on" level at in. "Pump off level at in. High water alarm level at in. Datum Cycles tested Meets alarm&circuit requirements? E. SEPARATION DISTANCES WELL ON LOT TO: Septic tank/lift station on lot On adjacent lots Absorption field on lot On adjacent lots Public sewer main Public sewer manhole/cleanout Sewer/septic service line Holding tank Animal containment areas Manure/animal excrete storage areas SEPTIC/HOLDING TANK ON LOT TO: Building foundation 5+ Property line 5+ Absorption field 5+ Water main 10+ Water service line 1�+ Surface water 100+ Wells on adjacent lots 100+ 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 50+ Wells on adjacent lots 100+ F. COMMENTS G. ENGINEER'S CERTIFICATION +. OF•41'4 4 I certify that I have determined through field inspections and Ar ,� review of Municipal records that the above systems are in 0*:.49 TH .i *y conformance with MOA COSA guidelines in effect on this date. Steven Pannone . ... ... annone1.. ''•• •. .-- : Engineer's Printed Name ' 77 •Steven -. 9annone • o Date 10/19/2017 00 ;* CE-8149 0Ae }��k '` OFESSti�� •� ,`\\\�t� COSA canary sheet_2-6-15.doc $89,49'03"E 6 12 \at\ LOT 13 0 61,386 SQ. FT. 01 1.41 ACRES \I\ 4 .'fir j LOT 12 (°nj SINGLE FAMILY NOME lin SANITARY - STANDPIPES(TYP. 46.1 i MI 0 ASPHALT ARAE 0 \ ........„.„.„.„...,. , oF AL. ,.„ .....,, • ,,, ,, LOT 14 ���• ^, 1... . /..- -17 C •,,. • 4 / I `L u, Y., r i,'. Michael S Kahier -„ f\ •. 6504-S N-- :-.s..01 "tia0 , Aw 1\\�\\��` eRao�� g 19 Oct 2017 O1)P. „ ASBUIL T CERTIFICATION I HEREBY CERTIFY THAT HAVE SURVEYED THE FOLLOWING PROPERTY, LOT 13 BLOCK 5, VALLI VUE ESTATES SUBDIVISION,AND THAT NO ENCROACHMENTS EXIST, EXCEPT AS NOTED. EXCLUSIONS ITIS THE RESPONSIBILITY OF THE OWNER OR BUILDER TO DETERMINE THE EXISTENCE OF ANY EASEMENTS, COVENENTS,OR RESTRICTIONS WHICH DO NOT APPEAR ON THE RECORDED PLAT UNDER NO CIRCUMSTANCES SHOULD ANYDA DATA HEREON BE USED FOR ESTABLISHING BOUNDARY OR FENCELINES A 'i Michael S abler, LS 6504' DRAWN DATE SCALE SHEET ASBULT SURVEY LOT 13,BLOCK 5 BY 10/12/17 1_50. 1 OF 1 VALLI VUE ESTATES SUBDIVISION MC. LOCATED IN S1,2 SEC.14,T12N.AEWSEWA RD MER/DIA,'.ALASKA ALASKA CONSTRUCTION SURVEYS, LLC I FOR 41415 STREET, SUITE 203 PENNY CORDES ANCHORAGE, ALASKA 99503 I 6731 CROOKED TREE DRIVE 907-344-5505 ANCHORAGE,4LASKA,99515