HomeMy WebLinkAboutRAVEN WOODS BLK 1 LT 3I
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
http:llwww.rnuni.orglonsite
— 5- 11111
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On-Site Wastewater Disposal System Permit
Permit Number: OSP171339 Effective Date: 11/9/2017
Work Type: Septic Upgrade Expiration Date: 11/9/2018
Tax Code Number: 01523213000
Site Legal Address: RAVEN WOODS BLK 1 LT 3 G:2738
Site Mailing Address: 6274 TRAPPERS TRAIL RD, Anchorage
Owner: BAKER DONALD R & MARY ANN Lot Size in Sq Ft: 101660
Design Engineer: PANNONE ENGINEERING SERVICES Total Bedrooms: 3
This permit is for the construction of:
Disposal Field 0 Septic Tank 0 Holding Tank ❑ 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
/By: Lr4 ' L Date: q
Issued By: Date: /
? f
MUNICIPALITY OF ANCHORAGE
7U
Community Development Department Pho-er: ' - . •t 4 2
Development Services Division ' • : - - - " :97\\-(4
On-Site Water & Wastewater Program
E OCT 3 ' ''f.,1 s
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ON-SITE SEWER/WELL PERMIT APPLICATION 10 —
6 cv
A
Parcel I.D.
015-232-13 �� OL 6 9 L 9 c>
Property owner(s) MARY ANN BAKER Day phone
Mailing address 6274 TRAPPERS TRAIL ROAD
Site address 6274 TRAPPERS TRAIL ROAD
Legal description (Sub'd., Block & Lot) RAVEN WOODS B1 L3
Legal description (Township, Range & Section)
Lot Size 101,660 Sq. Ft. Number of Bedrooms 3
APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING:
(®all that apply)
Absorption Field ❑x Initial ❑ Single Family (SF) 0
(w/wo ADU)
Septic Tank ❑x Upgrade N Duplex (D) ❑
Holding Tank ❑ Renewal ❑ Multiple Dwellings ❑
Privy ❑ (SF and/or D)
Private Well ❑
Water Storage ❑
THIS APPLICATION INCLUDES A VARIANCE I WAIVER REQUEST FOR:
Distance:
I certify that the above information is correct. I further certify that this is in accordance with
applicable MunicipaLC des.
*"
(Signature of property owner or authorized agent)
Permit/Rush Fees: o(oq Waiver Fees:
Date of Payment: in13If I9' Date of Payment:
Receipt Number: 0I0 l '-L(7 Q Receipt Number:
Permit No. 05P01339 Waiver No.
Permit App__- :: c
Pannone Engineering Services ac
Steven R. Pannone, Principal
Registered Professional Engineer
E-mail:steve@panengak.com
October 30, 2017
Subject: RAVEN WOODS B1 L3
Upgrade Septic System Permit Request
Design Narrative
This is a design narrative to issue 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. The system will utilize a new 1000g septic tank,and a new drain field.
This lot and the surrounding lots are served by private wells. There are no wells within 100' of the proposed septic system.
I. Soils.One test hole was performed by PES in the vicinity of this system in October 2017. Ground water was not observed to
a depth of 13.0' below the surface and the test hole was monitored for groundwater for 7 days and none was present.
Bedrock was not encountered in the test hole to 13.0'. 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 test hole.
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 down in all directions from the center of the lot at various
slopes. The terrain slopes to the north and west approximately 20%-2 5%in the area of the proposed drain field. There are no
steep slopes within 50'of this system. The proposed drain field will maintain 50'separation all steep slopes.
5. 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.Sincerely,
Mailing: P.O. Box 100217, Anchorage, AK 99510-0217
Physical: 332 East Manor, Anchorage, AK 99501
Telephone: (907) 272-8218 FAX: (907) 272-8211
CA
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PRIMARY RESERVE ABSORPTION FIELD(P) / M
(2EA)27LFx5.0Wx2.0E.D..7.0T.D. 27.6
W/ MTs & COs AT ENDS OF FIELD / 4 � ' M I
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INSTALL 10000 SEPTIC TANK(P) I 1 . N /
W/ DCO BEFORE & DCO AND FS AFTER ` ) / S
SFDEU Jf) / -- -,.. _ / /
r • \ ABANDON EXISTING CESSPOOL 4 / / � / / / / /
II PER MOA CODE(P) / / / / / / / / i / /
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DESIGN PARAMETERS / — / /
PRIMARY/RESERVE SEPTIC SYSTEM y \• - / //� • r� /_ \ 4 / / I I/
NO. BEDROOM: 3(450 gpd) — _ • / . / /
\ TANK SIZE: 10008 - - 1 / _ J
•PERC RATE: 2.9 MPI ) 1 // �/r
SOIL RATING: 1.2 GPD/SF 1 / — `
AREA RQD: 375 SF 1 / f / � ' `\ABBREVIATION`/
\REDUCTION FACTOR: 0.7 - - // /
ADJUSTED ABSORPTION AREA: 262.5 — y./ w — ER I�IigE // TH TEST HOLE
SYS. TYPE: WIDE TRENCH 2.0'ED 1 ELL 13D1U (P) PROPOSED
MIN LENGTH: 53 LF _ _ G I i
I - / -(E) EXISTING __�
_ . . ss — NEW DTIC J CO CLEAN OUT NO.
USE: ' -\ • `• / "MT MONITOR TUBE NO.
(2EA)27LFx5A'Wx2.0' E.D., 7.0' TD I� f�,��' � .TYP TYPICAL
NOTAL AREA: 270 SF '/ 1QQ / / 0v) -
NOTES: PANNONE ENG SVC, LLC 1Date
P.O. BOX 102954 ANCHORAGE, AK 99510
FOR CONSTRUCTION 9t 11/2/2017
e. ''.
' ••"'
PHONE (907) 272-8218 FAX (907) 272-8211 . �I, stole
*I 1, /t •* 1" = 60'
—
"' . •.. P.I.O. NO
RAVEN WOODS B1 L3 �� 015-232-13
MARY ANN BAKER . even A. °^^O"°. PERMIT NO.
DRAWN JRL 6274 TRAPPERS TRAIL ROAD -^ CE 8149 OSP171339
SITE PLAN ANCHORAGE, AK 99516 4 .. Sheet
1 OF 3
I
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: INSTALL NEW 1000g SEPTIC TANK, AND SOIL ABSORPTION SYSTEM.
3. GROUNDWATER WAS NOT ENCOUNTERED TO A DEPTH OF 13 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 13 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: FANNONE ENG SVC, Dote
FOR CONSTRUCTION P.O. BOX 102954 ANCHORAGE, ALLC
9951011/2/201
PHONE (907) 272-8218 FAX (907) 272-8211 i •'' .* Scale
NTS
"•• " . P.I.D. NO
RAVEN WOODS B1 L3 ; ,, 015-232-13
MARY ANN BAKER /•• seven it Pannave' PERMIT NO.
DRAWN JRLGE 8149 OSP?71339
6274 TRAPPERS TRAIL ROAD
DESIGN NOTES ANCHORAGE, AK 99516 •',:4 Sheet
��� 3 OF 3
TEST HOLE 1 SOILS LOG — PERCOLATION TEST
SLOPE / / SITE PLAN .
OR TOPSOIL / �
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Brown Silty r� / l
2 SM SAND & _
GRAVEL / / -- ...-- — --.7\ —
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TEST QM 1 I
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WAS GROUND WATER SLOPE
BOH ENCOUNTERED? N
DATE PERFORMED: 230CT17 TH 1
NO GROUNDWATER IF YES. AT WHAT
DEPTH? —NA—'
NPTH TO WATER AFTER
MONITORING? — DRY —
DATE: 300CT17
WATER RATE SOIL TEST RESULTS/ANALYSIS
READING DATE NET TIME LEVEL NET DROP (MPI) • PERCOLATION RATE 2.9(minlinch)
READING
1 230CT17 S.sao" •
(Hydrologic Soils Group: HSG A)
• PERC HOLE DIAMETER 6"
2 10 MIN 9.364" 3.464" 2.8 • TEST RUN BETWEEN 5 FT AND 6 FT.
3 5.900" • TEST RUN FOR OVER AN HOUR, LAS1
- THREE READINGS PROVIDED.
4 10 MIN 9.348" 3.448" 2.9
5 • 5.900"
6 10 MIN 9.346" 3.446" 2.9
COMMENTS:Test hole excavated by JRs SEPTIC 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 o Date
N.
FOR CONSTRUCTION P.O. BOX 102954 ANCHORAGE, AK 99510 ••• 11
•
PHONE (907) 272-8218 FAX (907) 272-8211 • I
. Scale
NTS
' •.••• •• •'r• ••• P.I.D. NO
RAVEN WOODS B1 L3 -, • 015-232-13
Willi;
MARY ANN BAKER ' 11. 15 ""O"°• PERMIT NO.
DRAWN JRL TRAPPERS TRAIL ROAD ' �•'•9149 05P171339
SOILS LOGS ANCHORAGE, AK 99516o7y'• � Sheet
I \��� 2 OF .3
WATER WELL LOG
Poss D~ILLINS NOV 0 3 1976
1336 Ingra Street
Anchorage, Alaska 99501
,RECEIVED
ENVIRONMENTAL PROTECTION~
SIZE OF CARING ~" DEPTH OF HOLE/~ PT. CASED TO / .~ ~
FEET OF DRAWDOWN.
FT.
REMARKS ,
DATE COMPLETED / D/-ga'/~ 4
PUMP TO BE SET AT~
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Municipality of Anchorage
On-Site Water and Wastewater Program e ;l
(907) 343-7904 SAFETY
Certificate of On-Site Systems Approval
Parcel I.D. 015-232-13 Expiration Date:
1. GENERAL INFORMATION:
Complete legal description RAVENWOODS; BLOCK 1, LOT 3
Location (site address) 6274 Trappers Trail Road*Anchorage,AK 99516
Current Property owner(s) Heather Baker Day phone
Mailing address
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 ❑
Community Class Well ❑ Community ❑
Public Water System ❑ Public Sewer ❑
WaiverNariance request for: Distance: _
Received by: Date:
COSA to be released to the engineer,unless otherwise requested by the engineer.
COSA Fee $ 24'8- SD Waiver Fee $
Date of Payment 12/31 /18 Date of Payment
Receipt Number 12-13361 Receipt Number
COSA# nS--Q? I6S'S 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.
Name of Firm: Garness Engineering Group, Ltd (GEG) Phone: 907-337-6179
Address: 3701 East Tudor Road, Suite 101-Anchorage,Alaska 99507
Engineer's Printed Name: Jeffrey A. Garness Date: /2/3/!' 43
00000oov ,
In conducting this evaluation, GEG provided an engineering evaluation of the well and/or septic system o OF A j 4�0
in accordance with the guidelines and regulations established by the Municipality of Anchorage and o
industry practices. The reported results describe the condition of the system/s on the date/s of the Q0 • .•' 44 '7.v,�OQn
evaluation. Separation distances were measured to readilyidentifiable features. Hidden defects or V
encroachments may exist that were not identified during the evaluation. The operational life of all wells �� . A g TH �P" '•,�*V
and septic systems depend upon a variety of variables, including but not limited to, soil conditions, /; do
groundwater levels (that may fluctuate during the year), quality of construction (materials andVA
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 -f r-y '. Ger ess a
system/s; therefore, GEG makes no warranty(express or implied)regarding the future performance of Oh CE-7' •
�QD
the well or septic system. GEG makes no representation whether an alternative well or septic system 1
.13 , '•. I •,ce4
can be installed on the property in the event either of the current systems fail to perform adequately in v� �,.e t2-L I. i'`-6 0)
the future. The content of this report is for the sole benefit of the person/party that retained GEG to
%0,-6,0,
%�pr0fessloo°o�
perform the evaluation. Reliance upon the information provided in this report by any other person or �0000poo
party (including subsequent property purchasers) is not authorized, nor will it confer any legal right
whatsoever.
#AECC884
6. DSD SIGNATURE
System #1 Approved for 3 bedrooms
?t p11y
System #2 Approved for bedrooms ��,. `'%L
Disapproved •
•)NS1TE
ON-SI-TE �v'
Conditional approval for bedrooms, with the folgDwir\NhTit•,
c
1-1
ratiotrsob .-z
wPROGRAM
By ____77"---T-0"
r1- 0 Original Certificate Date: I r 2-r iq0
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 10-10-12.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: RAVENWOODS; BLOCK 1, LOT 3 Parcel ID: 015-232-13
A. WELL DATA
Well type PRIVATE If A, B, or C provide PWSID# N/A Well Log (YIN) YES
Date completed 7/25/76 Sanitary seal (Y/N) YES Wires properly protected (Y/N) YES
Total depth 149 ft. Cased to 149 ft. Casing height (above ground) 12+ in.
FROM WELL LOG AT INSPECTION
Date of test 7/25/76 12/20/18
Static water level 90 ft. 92.2 ft.
Well production 9 g.p.m. 5.9+ g.p.m.
WATER SAMPLE RESULTS:
Coliform ONFc loonies/100 ml. Nitrate a omg./L. Collected by: GEG, Ltd.
Arsenic: < 5 ug./L. Date of sample: 12/19/18
B. SEPTIC/HOLDING TANK DATA
Tank Type/Material SEPTIC/STEEL Date installed 12/1/17
Tank size 1000 gal. Number of Compartments 2 Cleanouts (Y/N) YES
Foundation cleanout (Y/N) YES Depression over tank(Y/N) NO High water alarm (Y/N) N/A
Date of pumping 11. J�- I j i u Pumper T-Sc...ca C S P.(rnr I
TUBE
ABSORPTION FIELD DATA 'BELOW EXISTING GRADE AT MONITORING
Date installed 12/1/17 Soil rating ( .p.d./ft r ft2/bdrm) 1.2 System type 5-WIDE TRENCH
Length 54 ft. Width 5 ft. Gravel below pipe 2.0 ft.
Total depth *6+ ft. Eff. absorption area 385 ft2 Monitoring tube YES Depression over field NO
Date of adequacy test N/A Results (Pass/Fail) PASS For 3 bedrooms
Fluid depth in absorption field before test - in. Water added - gal. New depth - in.
Elapsed Time: - min. Final fluid depth - in. Absorption rate >= 450+ g.p.d.
Any rejuvenation treatment(past 12 mo.) (Y/N & type) NO If yes, give date -
-DRAINFIELD WAS NOT TESTED BECAUSE IT IS LESS THAN 2 YEARS OLD
-MONITORING TUBES IN TRENCH WERE DRY ON 12/21/18
D. LIFT STATION
Date installed Size in gallons Manhole/Access (Y/N)
"Pump on"level at in. "Pump off' level at .• wa er alarm level at in.
- - Cycles tested Meets alarm &circuit requirements?
E. SEPARATION DISTANCES
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 75'+ Public sewer manhole/cleanout 100'+
Sewer/septic service line 25'+ Holding tank 75'+
Animal containment areas 50'+ Manure/animal excrete storage areas 100'+
SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO:
Building foundation 10'+ 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
..4 'h 4*.
G. ENGINEER'S CERTIFICATION :.`P,,•............ ♦♦
4 v ♦♦
I certify that I have determined through field inspections and49 )Nwow \* ♦♦♦
review of Municipal records that the above systems are in •• ' I• • fiA
conformance with MOA COSA guidelines in effect on this •• ; 1•
•
date. ♦ = -f ' A. Gorn._s; /IN
Engineer's Printed Name JEFFREY A.GARNESS ♦♦♦J' t 44;..45
Date 1 Z1 7//i e X14.pROFESS\�444
LICENSE �\viii"i.:4
#AECC884
(Rev.10/12/12)
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AS BUILT SURVEY 1".441' 5C:
.. .5§2,0.227.1.,%%.,,, t COMERS S.no are
—,x0...-� .�F At\''N CIM:•ynm.FVEom \
HEREBY CERTIFY THAT I HAVE PERFORMED A SURVEY
O0,�P,_. T)� S QOQ OF THE FOLLOWING DESCRIBED PROPERTY
TH Tip �i.71IUG;t,vN
e 49 •
*p LFUE7 V4L_ISMi LOT BLOCKS,RAVEN WOODS 51/8(PLAT PSB3)
O !" // °� ANCHORAGE RECORDING DISTRICT, ALASKA, AND THAT THE
✓Q J .? VISIBLE IMPROVEMENTS SITUATED THEREON ARE WITHIN
Ol G TM IMFdIM/TION HEREON TS FOR TNF USF OF LENDING INSTITUTIONS SPECIFICALLY To S-ION ANY THE PROPERTY LINES AND NO VISIBLE ENCROACHMENTS
SHANE A.HOLT. i o, CONFLICTS BETWEEN EXISTING STRICTURES AND PUTTED LOT LINTS AID/OR EASEMENTS; AND 1S EXIST OTHER THAN NOTED.
�QI��P • LS-6914 ,.'QyjOG= NOT TO SE USED FOR PMTTTONING ADDITIONAL STRUCTURES, IMPROVEMENTS,aR FPNCILTIEFS. DATED AT ANCHORAGE,ALASKA THIS 19TH DAY OF
OQ ere,,1 11. 4 HEREONN1SUNLESS INDICATED)
THAN THOSE APPEARING ON TME RECORD PUT ARE NOT SIDIM DECEMBER , 20I8
�DOOO� NOTE: PENULT/0S TINT PM APPEAR ON TITS ORAN1NG MF NOT TO EF USED TO DFTFRWN
PROPERTY LINES OR POSITION ADDITIONAL IMPROVEMENTS.
HOLT LAND SURVEYING
WEN PAVING 1N NlREON MAY!E APPROXIMATE W!70 EXCESSIVE SNOW AND/00ICF. 9399 DROVER DRIVE
ANCIIRAGE,AK 9959/
14116 FB 190-4194-28 IRS•SSI 3