HomeMy WebLinkAboutBROADWATER HEIGHTS TR A LT 1Broadwater
Heights
Tract A
Lot 1
#050-131-37
Work Type: SepticTank Upgrade
Tax Code Number: 05013137000
Site Legal Address: BROADWATER HEIGHTS TR A LT 1 G:0253
Site Mailing Address: 18207 STILLWATER DR, Eagle River
Owner: STEVENSON DAVID
Design Engineer: NORTH RIM ENGINEERING
This permit is for the construction of:
❑ Disposal Field EI Septic Tank ❑ Holding Tank ❑ Privy
Expiration Date: 3/18/2020
Lot Size in Sq Ft: 22672
Total Bedrooms: 3
❑ 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) arld 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 (2417).
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 Date:
Issued By: q� Date:
MUNICIPALITY OF ANCHORAGE
On -Site Water& Wastewater Program
�c
PO Box 196650 4700 Elmre Road
Anchorage, Alaska 99519-6660 Phone: (907)343-7904 Fax: (907)343-]997
"" :��•,
hltp:/A .muni.orglonsite
Ucl uln, nl
On -Site Wastewater Disposal System Permit
Permit Number:
OSP191060 Effective Date:
3119/2019
Work Type: SepticTank Upgrade
Tax Code Number: 05013137000
Site Legal Address: BROADWATER HEIGHTS TR A LT 1 G:0253
Site Mailing Address: 18207 STILLWATER DR, Eagle River
Owner: STEVENSON DAVID
Design Engineer: NORTH RIM ENGINEERING
This permit is for the construction of:
❑ Disposal Field EI Septic Tank ❑ Holding Tank ❑ Privy
Expiration Date: 3/18/2020
Lot Size in Sq Ft: 22672
Total Bedrooms: 3
❑ 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) arld 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 (2417).
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 Date:
Issued By: q� Date:
(J6
P
100 HIIC�Fz U u 7 OF ANCHORAGE
Development Services Department Ph
On -Site Water & Wastewater Section r F 4
ON-SITE SEPTICIWELL PERMIT APPLICATION
Parcel I.D. 050-131-37-000
Property owner(s) Stevenson Day phone 240-9706
Mailing address 18207 Stillwater Drive
Site address same
Legal description (Sub'd., Block & Lot) BROADWATER HEIGHTS Tract A Lot 1
Legal description (Township, Range & Section)
Lot Size 22,672 Sq. Ft. Number of Bedrooms 3
APPLICATION IS FOR:
(® all that apply)
Absorption Field
❑
Septic Tank
0
Holding Tank
❑
Privy
❑
Private Well
❑
Water Storage
❑
N.
I ;-I(. - )�
ti
� w
6 %�
APPLICATION IS AN: TYPE OF DWELLING:
Initial ❑ Single Family (SF) 0
(w/wo ADU)
Upgrade EDDuplex (D) El ❑
Multiple Dwellings ❑
(SF and/or D)
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 authoriod agent)
Permit/Rush Fees: rC�45
Date of Payment: 31 , q l l q
Receipt Number: 01376b
Permit No. asPIgo&O
Waiver Fees:
Date of Payment:
Receipt Number:
Waiver No.
GADevelopment Services\Building Safety\On Site Water and Wastewater\Forms\Client Forms\Permit Application.doc
'STH' I�
ENGINEERING
SteveEng.com
Date: 3/18/19
To: MOA On -Site Services
Steve Eng, PE, PH
907-694-7028
SteveEngPE@gmail.com
Number of Pages:
Subject: Broadwater Hts Tract A Lot 1
EMERGENCY- Septic Tank Failure- SINK HOLE
A large sinkhole is located in the driveway & may collapse more. The subject septic tank has
failed- a new tank will replace the old one. The existing seepage pit appears to be working OK.
Please issue an EMERGENCY permit so the tank can be replaced. The existing seepage will
remain. Please review as soon as possible.
If there is need for additional information or clarification please give me a call.
Thanks-Stevv�
�iC2TH I� M
ENGINEERING SteveEng.com Broadwater Heights Tract A Lot 1
SPECIFICATIONS & DESIGN GUIDELINES
Wastewater System Sizing: This is an existing 3 -bedroom home. Most of the neighboring
lots are developed. The current septic tank has failed- the seepage pit still functions. These
lots are near a half -acre and are served by the private water wells. No adverse impacts are
expected from tank replacement. The easements are depicted on the lot. The slope is
indicated in the area of the septic system.
Specification Requirements: All components and work must comply with the
Municipality of Anchorage Specifications (AMC) & State of Alaska Drinking Water
Regulations and Wastewater Regulations.
® New 2- compartment, 1000 gallon septic tank. Watertight couplings on inlet & outlet.
® 5' minimum between the tank and seepage pit. 10' to property lines.
• 4' of cover or insulation is required for tank; an equivalent of 1" insulation for F foot
soil cover. Minimum of 2' soil with insulation. Tank & solid pipe must be set on well
compacted, stable soil.
® 4" diameter cleanouts with airtight caps are required F to 4' from foundation wall,
prior to any 90 degree bend in 4 inch line, in each tank compartment, and two adjacent
opposing cleanouts between the tank and the absorption field, not more than 10' from
the tank positioned to provide cleanout access towards the tank and towards the
absorption field.
• All cleanouts must extend to at least ground level.
® In solid pipe runs, ASTM D-3034 may be used in lieu of cast iron.
® Insulation must be placed over any pipe installed under driveways or parking areas.
® Approved pipe materials include cast iron, PVC ASTM D3034, PVC ASTM F789,
ABS ASTM D2661,
• Sewer Service Line is minimum 2% slope.
® Septic Tank to be pumped every two years or when required.
i Insulation board to be extruded direct burial polystyrene (Dow Styrofoam HI/equal)
DESIGN NOTES:
1. Existing Seepage Pit Remains In Place.
2. Sewer minimum 2% slope.
3. ace Septic Tank mmission Old Tank Per UPC.
\ Connect New Tank To Existi Seepage
4. Lots Served by Private Water II
5. No�bnflicts Within 200'. Mark Well Radius.
6. Place New,,Tank Outside Of00' We Radius.
\ 7. Maintain Minim 5' Sep ration Bet en Septic Tank &
Seepage Pit.
15% Slop Skyline D
WellR10
0' Uti ity Easement__
15% Slope WellR100
r
3 clrm
12 fco 15% Slope
New 1000 Gallon -----
Septic Tank w/DCO's
Decommission Old \
Septic Tank
PER UPC
Move Outside
Well Radius
Seepage Pit
No Conflicts
N OR THRI M +0s
ENGINEERING P
jff
SteveEng.com a•••'
PO Box 770724
Eagle River, Alaska 99577 g44
907.694.7028
� L \
/ Septic
15% Slope
( 15% Slope
/ I 15% Stop/
Stillwater Dr
��.°F'� °a�44 BROADWATER HEIGHTS 1 - 40
DESIGN
4 �`g TRACT A LOT 1
stm En LAYOUT
M-s2ss 8a
g WASTEWATER UPGRADE
3i19%19� REPLACE SEPTIC TANK °°t3/19/19 r of 3
S
u
c-
a,
L
f- +' O
06
Ui Ul J
- m c
E d O dS
d d +,
N d O
U > U
N
D- O W p)
�
I--- S
ULA
c +s -
� d X
Qi 2: W
3
-N
N
Pa
Ln
O
d p�
N Q
U
U) z U
o 7 Q
0-
01
a
d > d
° O L
O U S
U (Y) U
O 06
-a v 4-
ai n ° u
u p >,
Lrl d +,
°- Ul d Qj
OOjai� �N d
d� Y > 4-e LA
N d > z p 0 5 E O
Q :5 -- E
-Y +, :5d U Q O U Ul
O �r�Q QE F'
q,+>4 -_U
d F- 1 O Ln
U
LL- W o 0- Q �� L �' Cl) ej a
CD
QO aj�E4- d
N� �� p o p°6�
m1_� --4' U 0 C C�
(/) p L 0± I— O
W :p do N-- U E�
O U ~ (/) ~- N L Qj Oj U L�
z W-- 4 S L CO O 3 E O
P d N 3 CT O z
ZQi d +, 3 �' ai N U
r�i Ul QlV) Q/ d N= � N=)
4-
�0 0 0< ra
w
A .-i N (Y5 d- 0 116 I-� 6
4-
O
N
�Z 0
C4
U
T w 6)
O o
N
��
Lijrn
10, Q
Q
'
o�
Z LL,
(n
o'
W
GAAB-HD-I GR TER ANCHORAGE AREA BOROL i
DEPARTMENT OF ENVIRONMENTAL QUALITY
3500 TUDOR ROAD ANCHORAGE, ALASKA 99507 279-8686
INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM
y MAILING
NAME ///ink/�' / / ADDRESS ��CC'C%''j PHONES—
LOCATIONs���/dy�iC'l=' C�%�%'lit.____LEGAL DESCRIPTION
CFDTI(' TANIV.
NUMBER OF
DISTANCE FROM WELL MATERIAL �7��`f�l COMPARTMENTS
5 LIQUID
LIQUID CAPACITY /l-�G= ._GALLONS. INSIDE LENGTH INSIDE WIDTH DEPTH
SEEPAGE SYSTEM: SEEPAGE PIT:
NUMBER OF PITS / OUTSIDE DIAMETER Y OR WIDTH J� LENGTH ` , DEPTH
LINING MATERIAL `4/Z•1C `� t�iE%!t? DISTANCE FROM WELLBUILDING FOUNDATION
NEAREST LOT LINE_:ie,_ C . Zd TOTAL EFFECTIVE ABSORPTION AREA (WALL AREA) j
�SQ. FT.
TILE DRAIN FIELD:
DISTANCE FROM WELL
NUMBER OF LINES
ABSORPTION'AREA
DEPTH: TOP OF TILE TO FINISH GRADE
DISTANCE BETWEEN LINES
SQ. FT. LENGTH OF EACH LINE
, NEAREST LOT LINE
TRENCH WIDTH
TOTAL LENGTH
OF LINES
IN 'TOTAL EFFECTIVE
PTH OF FILTER MATERIAL BENEATH TILE IN. ABOVE TILE
WELL:1Zh
TYPE ��'>���j�
DEPTH
FROMamWATE/
BUILDLNG FOUNDATI.ON._
JISTAkJCE
SAMPLE A-96lc9c, NEAREST
NEAREST
LOT LINE _ `�� /u SEWER LINE
SEPTIC
TANK
SEEPAGE
SYSTEM_
OTHER
CESSPOOL SOURCES
DISTANCES:
Al :5 r�
DIAGRAM OF SYSTEM
DATE
APPROVED__
G.A
GREATER ANCHORAGE AREA BOROUGH
DEPARTMENT OF ENVIRONMENTAL QUALITY
3500 TUDOR ROAD POUCH 6-65.0
ANCHORAGE, ALASKA 99502
TELEPHONE 279-8686
SEWAGE DISPOSAL SYSTEM — APPLICATION AND PERMIT
NAME OF APPLICANT/ I `L'_7 L''
INSTALLATION LOCATION -5 `
LEGAL DESCRIPTION Z-� % o f [
INSTALLATION OF: SEPTIC TANK (..�
TYPE AND SIZE OF FACILITY TO BE SERVED -
FINANCED THROUGH
SOIL TEST RESULTS
COMPLETION DATE ANTICIPATED
PERMIT NO. !
-35� /`�r c q,'{ '3.3
MAILING ADDRESS HONE
✓/� lx
C./
SEEPAGE PIT-
T�•
DRAIN FIELD , OTHER
TO BE INSTALLED BY --I I '
NOTE: THIS PERMIT IS NOT VALID WITHOUT SOIL TEST
FINAL INSPECTION: 24 HOUR NOTICE REQUIRED. BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION BY THE
HEALTH DEPARTMENT AUTHORITY WILL BE SUBJECT TO PROSECUTION.
SEPTIC TANK SIZE ��`� TYPE �"�- ��{�qtt AG AREA SIZE TYPE
MINIMUM DISTANCES, REQUIREMENTS
FOUNDATION TO SEPTIC TANK LL
FOUNDATION TO SEEPAGE PIT DRAIN FIELD
SEPTIC TANK TO SEEPAGE PIT WALL -"
SEPTIC TANK SEEPAGE PIT ( DRAIN FIELD
TO NEAREST LOT LINE.
WELL TO SEPTIC TANK SEEPAGE PIT
DRAIN FIELD ALSO CONSIDER AREA WELLS.
f
WATER MAIN TO SEPTIC TANK /e SEEPAGE PIT
DRAIN FIELD
SEPTIC TANK, , SEEPAGE PIT G," DRAIN FIELD
TO RIVER, LAKE, STREAM.
CAST IRON INTO AND OUT OF SEPTIC TANK AND INTO CRIB CROSSING GAP OF
EXCAVATION 5 FEET INTO UNDISTURBED SOIL.
4 INCH DIAMETER CAST IRON SIPHON PIPES ON SEPTIC TANK AND SEEPAGE PIT
FITTED WITH AIRTIGHT REMOVABLE CAPS.
GRAVEL BACKFILL
CONFORM TO BOROUGH REGULATIONS REGARDING INSTALLATION.
HEALTH AUTHORITY
OR
LICENSED DESIGNER
DIAGRAM OF SYSTEM
1 CERTIFY THAT 1 AM FAMILIAR WITH THE REQUIREMENTS OF GREATER ANCHORAGE REA BOROUGH ORDINANCE NO. 28-68 AND THAT THE ABOVE
DESCRIBED SYSTEM IS IN ACCORDANCE WITH SAID CODE.
�
DATE APPLICANT'S RE
APPLICANT'S SIGNATU
'!J
Performed "For Harold Hansen Date performed 8/31/71
�1111`�. �Sl�,! Broadwater
This Fcrm R�-.,-
epor-s
X
Pepth Tract A
t,
eet Location Sketch
F Brown sandy silt
-IJ-11 I-
F,
3
4
5
6
7
8
9
11
Brown & gray silty sand
(SM)
Gray gravelly sand
(SW) - (GW)
Was Ground` ,tater Fncoante,_,(_f.j? no
X Draln
r 10 ;,e'pt" j, ; otom C4 Pit 'r
1,20 square feet of drainage area is required RM Per bedroom with the bottom depth
at 10.5
Test Performed B R. E. Carlisle
Data Certified Bye -P-a-Lio-lial—Te,stLnf,,-Services , Inc
Date
Municipality of Anchorage
..
Development Services Department
Building Safety Division
On -Site Water and 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
FOR A SINGLE FAMILY DWELLING
Parcel I.D. n5h- ►31-3a COSA# h0�8(1
Expiration Date: — (�
1. GENERAL INFORMATION
Complete legal description Tract A: Lot 1: Broadwater Heights Subdivision
Location (site address) 18207 S6itwater or.
Current Property owners) Jerry a Rebecca Coles Day phone 694-2401
Mailing address 6942 Meadow St. Anchorage, AK 99507
Lending agency Day phone
Mailing address
Real Estate Agent Ray Dahl/Remax Day phone 276.2761
Mailing Address
Unless otherwise requested, COSA will be held by DSD for pickup.
2. NUMBER OF BEDROOMS:
3. TYPE OF WATER SUPPLY:
Individual Well❑
Individual Water Storage
❑
Community Class Well
❑
Public Water System
❑
TYPE OF WASTEWATER DISPOSAL:
Individual On-site❑
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 sample results. (Certificates may be reissued for a period of up to one year with valid water
samples.) Certificates are valid for one year for properties served by Class A or B wells or a public water system.
The Municipality of Anchorage is not responsible for errors or omissions In the professional engineer's work.
4. STATEMENT OF INSPECTION BY ENGINEER
As certified by my seal affixed hereto and as of the validation date shown below, I verify that my Investigation,
based on procedures outlined in the Certificate of On -Site Systems Approval Guidelines for this application,
shows that the on-site water supply and/or wastewater disposal system Is (are) safe, functional and adequate
for the number of bedrooms and type of structure indicated herein. 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.
S 3 s Engineering Phone 694-2979
Name of Firm 1
Address 15861 S. Birchwood lop Rd mgial AK. 956
Engineer's Printed Name Date
2J. O
A. U66-
5. DSD SIGNATURE 1e7�
�C Approved for 3 bedrooms.
Disapproved. ~�
Conditional approval for bedrooms, with the following stipulations:
Attachments:
COSA Checklist X_
Septic System Advisory
Well Flow Advisory
Nitrate Advisory
Arsenic Advisory
Maintenance Agreements
Supplemental Engineer's Report
Other
By; .-,�10Original Certificate Date:
(Rw. 1105)
Municipality of Anchorage e
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 CHECKLIST
Legal Description:
A. WELL DATA
Well type _gAVRT�
Date completed ,w It
Total depth =Lft.
If A, B, or C provide PWSID #
Sanitary seal &) _A6
Cased to 2C1 � ft.
FROM WELL LOG
Date of test vZ I -7-t _
r
Static water level CSS ft.
Well production �3• g.p.m.
WATER SAMPLE RESULTS:
Coliform _�colonies/100 mL Nitrate 'T -b mg/L
Arsenic: �� mgA Date of sample: WD `3
B. SEPTICIHOLDING TANK DATA
Tank Type/Material S frrf
Tank size _= gal. Number of Compartments .Z
ID: OSO-131-3'7
Well LogiMNq
Wires properly protected&) E�
Casing height (above ground) reu +in.
AT INSPECTION
32' ft.
g.p.m.
Other bacteria 0 colonies/100 mL
Collected by: gsQ—'F�> EX)
Date installed
``'' Cleanouts(�/ ) ll✓'S
Foundation cleanout&N) lCC7 Depression over tank (Yo D High water alarm (YM 00
Date of pumping Pumper 2-2"5 ?UMN0JG
C. ABSORPTION FIELD DATA
Date installed Soil rating (g.p.d]ft2 r ftf /24 System type S15CrP&6 f�iiT
Length 1 ft. Width 13 ft. Gravel below pipe ft.
Total depth�ft. E�fr� absorption area ___QRZ Monitoring tube -A6- Depression over field AZ
Date of adequacy test `1I /'i10 t2_ Results(Pas ail) � For—3 bedrooms
Fluid depth in absorption field before test 3-3: in. Water added gal. New depth in.
Elapsed Time: Iak min. Final fluid depth Vz� in. Absorption rate >= 4 COT g.p.d.
Any rejuvenation treatment (past 12 mo.) (Y60 type) Qb If yes, give date
D. LIFT STATION N(11
Date installed Size in gallons
'Pump on' level at _ in. ptlfr' el"
Datu Cycles tested
E. SEPARATION DISTANCES
(Y/N)
at _ in. High water alarm level at
Meets alarm & circuit requirements?
SEPARATION DISTANCES FROM p WELL ON LOT TO:
i
Septic tank/lift station on lot I a # On adjacent tots
Absorption field on lot 1G1
Public sewer main Ail A
Sewer /septic service line (96 If
I
Animal containment areas SCJ +
On adjacent lots
1+
in.
Public sewer manhole/cleanout &),I
Holding tank A ->/p
Manure/animal excrete storage areas 100 If
SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO:
r
Building foundation r Property line S + Absorption field j s r
1
Water main iJ tq Water service tine /0 '} Surface water IOCJ 1 1+
r
Wells on adjacent lots 1604
4
SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO:
Properly line �� 1 Building foundation 1 O t+ Water main N
1
Water Service line I 4- Surface water Ioo l4- Driveway, parking/vehicle storage /0 r+
Curtain drain NSE K1tWIL) Wells on adjacent lots Jvi) I
F. COMMENTS
G. ENGINEER'S CERTIFICATION
I certify that I have determined h field inspections and
review of Municipal records t t the),above systems are in
conformance with MOA COSA rideli s in gIfec
Engineer's Printed Name 7
Date6-7
I
COSA Fee $ -t 30
Date of Payment -7Zgk t7
Receipt Number. b S S I/08
(Rev. 11105)
Waiver Fee $
Date of Payment
Receipt Number
/o /7 3
Municipality of Anchorage
< L
Development Services Department
Building Safety Division '
On -Site Water and Wastewater Program
4700 Bragaw Street
P.O. Box 196650 Anchorage, AK 99519-6650
www.muni.org/onsite
(907) 343-7904
Nitrate Advisory
Certificate of On -Site Systems Approval # 070280
A Certificate of On -Site Systems Approval inspection and test of potable
water was recently conducted on the well water supply on Tract A, Lot 1 of
Broadwater Heights subdivision. This inspection revealed a nitrate
concentration of 5.60 milligrams per liter (mg/L) was reported for the
property's well water sample. The Environmental Protection Agency (EPA)
has established a maximum contaminant level (MCL) of 10.0 mg/L for
public drinking water systems. While private wells are not subject to this
regulation, EPA standards are based on existing health information and can
therefore be used to gauge the relative quality of water from private wells.
Please see the attached "Nitrate Fact Sheet" for important information
regarding nitrate.
This advisory must be attached to all copies of the subject Certificate of On -
Site Systems Approval.
1 v5�
f
Jl 'l �J •' �-L Ln LGf� � 'LIP—'.rd)�.LJ��.t4.�dis..w.•/
Au Col e s m,.;, .. e f i! t,,
N 1,614.2401 cl.Fr --jai i
•est-•------•- -..
a�
' �, ,- �.:� -r • - ^mow j/c
�� "Lt. •1�.3vP is i � w / A /t
• . w /!L
• .. .ww•Iw /!G
• www / '
7,0015w•• w
_ /at
JA
164 ea
j
of.,.,Ad
1 ,. s •.. x a el.•
r
r//57t
w ,
\�it ifr'. .r .[•. Iir .�tL.r l..r•4—•rh slfu't'(.p`
i � N✓1,
•1
IwI'm
•^Il ar Q /L//��
rwc.&n..+u• w'p,•u
8 9��
t
u•.
moor
r _
i
G )e,Lslf�
Jul LU U/ U2:2bp Kay Dahl
Q, \00 • N60-
Altc
ZZs So, o
Ll TY EASEMENT
` _
x 38.2
ooppC9
DF,A °Uo 30
0
am
J.....
V(;3;"07 US 902C
e9" Dotalp Uan:
Lo
BroadA
0
ExISnNC °\ LOT 1
BUILJINS
M-ASTING
'•'
...P. A VEO'.' ....
QSD
588'37'00"W 57.23'
0 0
In to
ILLWATER DRIVE
2b/0429
to
L'� 1 2
AVAILABLE FOR
PURCHASE. PRIC
IS: $85,000.00
NOTE: THIS ORATING 6 NOT TO BE MCOIrm EOR USE AS A PLOT PLAN.
Fn ad.ed By. Jerry Coles
Legend: .
tc t As Set Fnd�, :;;AsplMt<yi:::!
Sepl:c Slonepipe '
eights Subd. ]/e'Re /cApp s/e RB O 0 o.nme
]13' E•ht Pd. --%—X—
Light
0- NOTES: It le the e.neri nwencleenyy to , Which
Md the
.the r den bdM,nte, lo. NOTE:a^tk or rslrl ck vl do net appear
en the Iem be aeEd for c peel. NOTE: I., to ce ing ptceea .na,Ad ely
— . delo haven be used for eonelncllon a lo• establishing prcpvly Ilne f.
AND dr CONSTRUCTION SLI; VEYORS—PLANNERS—ENGINEERS SURKY CERTFICAT101h LANIECH has conducted a physical uevey of this
.40 West Benson Boulavord, Suite 200 Phone: 526-5291 pro)<ly of shown on this drs.lnq and that the hnprovsments situated
111V4011 Off Within the pfepsrty line, and no enaooYenenle exist othn
.rchorege, AlDaka 9950.. Fa%: 561-6626 than noted
lot: 71-73 Ga: NIY0253 Date SEOTEMBER 21. 2008 Dre.n of iA1
s.k Ord" r 2000L226 vb/Pr 670/41-42 NaIN 1"M30' ar.ked hp AF11
RM