HomeMy WebLinkAboutTONJESS ESTATES BLK 2 LT 22 Municipality of Anchorage ..?':~ ,: :.;
Development Services Department
Building Safety Division
On-Site Water and Wastewater Program, 4700 S. Bragaw St.
P.O. Box 196650 Anchorage, AK 99519-6650 Page of
www.ci.anchorage.ak.us (907) 343-7904
ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT
Permit Number: ~ Ixl ~'~'~30/~' PID Number:
"~"~:/f~l~'Z~/?~' ~ ~./J'.,~ ...~d~'~'~ WastewaterSystem.~ [~lffe~v'1''~ 7El Upgrade
Address:
.~'.5'2 ~p~5 /-/o.,,~t~-~'~-.4,b ,'~ C./-/~/C/,,~k ABSORPTION FIELD
LEGAL DESCRIPTION so.,..,..: O. 0c~
Well:~ ~ N~w--/q~ ~ Upgrade ~ r,. / -- r.
r. ~ n. TANK
SEPARATION DISTANCES a septic ~ Holding D S.T.E.P. D o~en
T~ Sepac Abso~tion Lift Holding =ubli~vate k~nufa~urer:
Tank Field S~Uon Tank S~r Une ~ O~ f~o G~.
w~,, 1~6~ 17at .-- ~ /~' ~""~:~~
S..a.W.,., /00~ /~'~ -- -- ~ / LIFT STATION
V
S,Ze. ~ ~nufacturer.
Cu~,n O~,n .... PU~ ~ Ele~.~l
~N $~C~/~ ~~ C°~A BENCH MARK
,sp t onsp o m by: Dates:
Development Se~ices Depa.ment Approval
LI:~ATI~q O¢ WELL
BOROL,N~H
WELt. OWNER:
WELLbla~rH: -- -- ~ ' DATE OF
Death
Depth ~t ~si~: ~ ~ ~t
_ .~' ~ tt be, lo, w,,,,,~/,,op u! aaahlg
· CRE~N TY~ ,
ORAV~ PAC~ ~E: ~ ~ .
GROUT ~PE: V~:
Oe~ lram
WELL DL~NFECTBD UPON GDMPL~TION?
CONTRACTOR I~FQRMA'~i0~:
--O/ ~L~AI; M~IL WHITE COPY ~
_ ' _ _ ~ ~ /~ DNR~DI~SION OF MIN~G & WATER MGM
02/28/~6 05:Z8 TX/~ g0.0292 ?.00~
I]1
PERFORMED FOR:
LEGAL DESCRIPTION:
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Municipality of Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L' Street, Anchorage, Alaska 99502-0650
SOILS LOG m PERCOLATION TEST
SITE PLAN
Township, Range, Section:
SLOPE
was GROU.D WATER
ENCOUHTERED?
S
L
IF YES, AT WHAT O
DEPTH? p
E
Oe~ la W~l~ A~er. ~.;{
Cross Net Def~th to Net
Reading Data Time T~me Wat~ /.v,.~. Droo +~,~.,
I /.'~ - s.~. I~ ~ 15/1~ I /ol/~
PERCOLATION RATE ~' ~ (m,nutes/mcl~) PERC HOLE ClAMETER
TEST RUN BETWEEN ~' ~) FT AND '~, D FT
PERFORMED BY: ~ ~ I ~ ~--~-~ CERTIFY THAT THIS TEST WAS PERFORMED IN
ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE.;
72-~08 {Rev. 4185)
ROBERT C. COWAN, RE.
ROBERT A. SHAFER, RE.
Date:
ClV1L ENGINEERS
(907) 694-2979
FAX (907) 694-121 !
SEWER&WATER
MAIN EXTEI,~ION~
SEW£R & WATER
I~PECTION
ENGINEERING STU~XES
ANDREPORTS
WELl. IqSPECTION
& FtOWTEST
$O~TEST
I~ ~COLATION
TEST
ST f¢,K::TUFLAL &
I~SPECTIOKS
WASTEWATER
D~PO~ALS~TEM
I~ESK~
RECEIVED
Municipality of Anchorage AUG 78 ]997
DEPARTMENT OF ~EALTH AND ~UMAN SERVICES .
825 L Street -;~'~nlcipaJityofAnchorage
P.O. Box Z96650 ueptHealth&HumanSe~Jce$
Anchorage, Alaska 99519-6650
The septic insp~c,tions for th~eferenc~d property were
performed on ~/,~ and ~/m/~7 · Prior to submitting
the On-site Was~ewater Disposal System ~nd/or Well Inspection
Report we are waiting for the ~.c.~r~ ~ to be
completed.
If we may be of further service please contact us.
Sincerely,
Robert C~ Cowan, P.E.
170~4 NORTH EAGLE RIVER LOOP · SUITE 204 · EAGLE RIVEI~ ALASKA 99577
.~ PAGE i OF 1
DEPARTMENT OF HEALTH AND HUMAN SERVICES '~--~---
P.O. ROX 196650, 825 "L" STREET, ROOM 502
ANCHORAGE, ALASKA 99519-6650
ON-SITE WELL AND WASTEWATER DISPOSAL SYSTEM PERMIT
PERMIT NUMBER:SW960016
DESIGN ENGINEER:EAGLE RIVER ENGINEERING SERVICES
OWNER NAME:JOE FOUTS
OWNER ADDRESS:8001 UPPER O'MALLEY ROAD
ANCHORAGE, ALASKA 99516
DATE ISSUED: 2/01/96
EXPIRATION DATE: 2/01/97
PARCEL ID:05153212
LEGAL DESCRIPTION:
TONJESS ESTATES BLK
2 LT 22
LOT SIZE: 109307 (SQ. FT.)
NUMBER OF BEDROOMS: 4 THIS PERMIT: 4
THIS PERMIT IS FOR THE CONSTRUCTION OF:
DISPOSAL FIELD /SEPTIC TANK / WELL SYSTEM
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 DHHS AT LEAST 2 HOURS
PRIOR TO EACH INSPECTION. PROVIDE NOTIFICATION BY
CALLING 343-4744 ( 24 HOURS ) (NOT REQUIRED FOR WELL ONLY PERMIT)
4. FROM OCTOBER 15 TO APRIL 15 A SUBSURFACE SOIL
ABSORPTION SYSTEM UNDER CONSTRUCTION DURING FREEZING
WEATHER MUST BE EITHER:
A. OPENED AND CLOSED ON THE SAME DAY
B. COVERED, SEALED AND HEATED TO PREVENT FREEZING
5. THE FOLLOWING SPECIAL PROVISIONS.
~'"~E"TIME"'0F'"Cd~'S~CTION]i"EN~iNEER'iSHALL PE~"~
~,OF 6.F~ET BELOW T~E BOTTOM OF THE DEEPEST PORTION OF .THE
RECEIVED BY:___,~
DATE: ~--/~'
DATE: 2 --/-- ~
Louis Butera, P.E.
Registered Civil Engineer
January 18, 1996
Jim Cross, P.E.
Manager, On-Site Services
Municipality of Anchorage
P.O. Box 196650
Anchorage, AK 99519
Re:
Tonjess Estates Lot 22, Block 2
Narrative & Permit Application
Dear Mr. Cross:
The proposed well and septic system will have very limited impact on adjacent properties for the
following reasons:
The surrounding lots are large, allowing sufficient room for septic sites. The
leachfield is sited to allow use of a desirable septic area on Lot 23 (see below).
2. There are no neighboring septic systems; all adjacent lots are vacant.
3. Reserve space is adequate, due to absorption capacity and lot size.
.4.
Drainage will not be affected and is not a major consideration in our design. We
are maintaining a 100' setback to an established drainage easement.
The entire area of this lot has a slope in excess of 25%; the area selected for our leachfield
occupies a small bench which was selected due to its location away from the anticipated driveway
cut, and to maximize the distance to a drainage easement. If the system locations were mirrored
and the well was located in the proposed septic area, it would impact the available septic area on
Lot 23, which also has a steep slope aspect and limited available area. The developer plans on
creating a large level bench area for his house which will be extended to the area of septic
leachfield construction. For this reason we are including an existing and proposed profile with
our site plan.
If you have any questions please call our office at 694-5195.
Sincerely,
Louis Butera, P.E.
\G:\WPDOCS\I996\96-003A.NAR
MUNICIPALrf¥ OF
ENVIRONMENTAL SERVICES DIVISION
1996
RECEIVED
P.O. Box 77329.1 · Eagle River, Alaska 99577 · Telephone (907) 694-5195 · Fax (907) 694-3297
SPECIFICATIONS FOR ON-SITE SEPTIC SYSTEM
LEGAL:
Tonjess Estates Lot 22, Block 2
01/17/96
1. The well and septic plan are for a single family residence only.
2. The drawing and or site plan shall be a part of this specification.
3. All materials and workmanship shall meet the Anchorage Department of Health
requirements.
4. All soil tests are advisory to the design and are to be verified or modified in the
field by the engineer.
5. Ali excavations and depths are advisory and are to be verified in the field by the
contractor to meet Municipality of Anchorage requirements.
6. It is the responsibility of the owner to obtain ali necessary permits or easements and
to locate any adjacent multi-family wells.
7. The excavation is to be exactly in the area shown on the site plan, any deviation
requires engineer approval.
8. It is always recommended that a surveyor locate the nearest lot line position and the
location of any easements.
9. Any remaining open test hole excavations shall be filled.
1. The trench is to follow the natural land contour to maintain uniform total depth of
the trench bottom.
2. The bottom of the trench shall be level, plus or minus 1.5".
3. The total depth of the trench excavation is not to exceed 10' at any point.
4. The effluent line shall be laid level within 0.03'.
5. The trench gravel is to be covered with typar fabric material.
6. Soil or combination of soil and extruded board insulation to a depth of 3' or
equivalent is to be placed over the leachfield.
7. The area over the trench is to be finish graded to prevent ponding of surface water
runoff.
8. The septic tank and leachfield must not be closer than 100' to any existing private
well, 150' to any Class "C" well, or ~00 feet to any community well.
RECOMMENDED LEACHFIELD DIMENSIONS:
TOTAL DEPTH = 10' GRAVEL DEPTH = 7' under pipe, 2" over pipe
TRENCH LENGTH = 54' TRENCH WIDTH = 3'
SOIL RATING -- 0.8 GPD/ft2 BEDROOM CAPACITY = 4
SEPTIC TANK = 1,250 GALLON, MOA APPROVED
Twenty-four (24) hours notice required for all inspections.
G :\WPDOCS\ 1996\96-003A.SPC
PERFORMED FOR:
LEGAL DESCRIPTION:
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Municipality o! Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L" Street. Anchorage, Alaska 99502-0650
SOILS LOG -- PERCOLATION TEST
WAS GROUNDWATER
ENCOUNTERED? .... //0
Township. Range. Section:
S
L
IF YES. AT WHAT O
DEPTH? p
E
Oep~h to W~er Alter. ~'/'= 5'--~t~'
Monil~mg7 ~:3/r'~ Dale:
SLOPE SITE PLAN
I Gross Net De~th to Ne~
Reading Date Time T~me Water
PERCOLATION RATE ~'/'~ (m,nutes/incr~) PERC HOLE DIAMETER __
TEST RUN BETWEEN ~' ~ FT AND '~' ~ FT
PERFORMED BY: ~-'/'~ I i~ '~ ~ CERTIFY THAT THIS TEST WAS PERFORMED IN
ACCORDANCE WITH AI.L STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE- DATE:
72-008 (Rev. 4/85)
// NO' OEVELr~PNENT
[] - TEST HOLE
· - MONITOR TUBE
o - SEWER CLEANOUT
NO SURFACE WATER + - WELL
PROPOSED LEACHFIELD
NO KNOWN CURTAIN DRAINS EASEMENT
WELL/SEPTIC SITE' PI AN .,,,~.,~-,,~.
LEGAL: TON JESS ESTATES LOT 22 BLK 2 ~g~ "~.4Z;I'-
OWNER: FOUTS -~--.-' ·
(907) 694-5195 FAX: (907) 694-3297 I~?~ss,o~.
EAGLE RI~i
ENGINEERING SEF~VICES
P.O, Box 773294
EAGLE RIVER. AK 99577
(907) 694-5195
EAGLE RIVER
ENGINEERING SERVICES
P.O. Box 773294
Eagle River, Alaska 99577
(907) 694-5195
ERES Project No.: 95-087
Calculated By: LB
Date: 1110196
Legal: TONGESS ESTATES LOT 22 BLK 2
Single Family 4 Bedroom Dwelling
TEST HOLE 1
Deep Trench Subsurface Wastewater Disposal Field
Water use at 150 gallons per bedroom = 600
Percolation rate = 6.4
Wastewaterapplication rate = 0.8
Required absorption area = 750
Trench width (W) = 3
Graveldepth (D) = 7
gallons
minutes per inch
gallons per day per square foot
square feet
feet
feet
Required length = Required absorption area / 2 1 D
Required length = 750 I 2
Required length = 54 feet
Total Excavation Depth = 10.0 feet
/ 7
SINGLE FAMILY ON-SITE WORKSHEET
ERES PROJECT NUMBER: 95-087 CALCULATED BY:
LEGAL DESCRIPTION: TONGESS ESTATES LOT 2~' BLK 2
NUMBER OF BEDROOMS: 4
WATER USE PER BEDROOM: 150 GALLONS
PERCOLATION RATE: 6.4 MINUTES PER INCH
DEPTH TO GROUNDWATER: 16 FEET
DEPTH TO IMPERMEABLE LAYER: 16 FEET
ANTICIPATED DEPTH OF COVER: 3 FEET
MOUND OR BED SYSTEM
WASTE'WATER APPLICATION RATE: 0.5
ABSORPTION AREA REQUIREMENT: 1200
MINIMUM BED LENGTH
12 FEET WiDE BED 100
15 FEET WIDE BED 80
TRENCH SYSTEM
WASTEWATER APPLICATION RATE: 0.8
ABSORPTION AREA REQUIREMENT; 750
SHALLOW TRENCH OPTIONS
5 FEET WIDE TRENCH
EFFECTIVE REQUIRED TRENCH
DEPTH (FT) LENGTH (FT)
1 131
2 105
2.5 95
3 88
3.5 81
4 75
DESIGN SPECIFICS
FIELD SYSTEM: D
GRAVEL DEPTH: 7
TRENCH OR BED WIDTH: 3
LENGTH: 54
TOTAL
EXCAVATION
DEPTH: 10.0
USABLE SOIL STRATA
TOTAL USABLE DEPTH: 10
USABLE SOIL STRATA DEPTH: 7
GAL/SQ.FT
SQ.FT
FEET
FEET
GAL/SQ.FT
SQ.FT
DEEP TRENCH OPTIONS
3 FEET WIDE TRENCH
EFFECTIVE REQUIRED TRENCH
DEPTH (FT) LENGTH (FT)
4 94
4.5 83
5 75
5.5 68
6 63
7 54
8 NA
9 NA
(B=BED, S=SHALLOW TRENCH & D=DEEP TRENCH)
FEET
FEET
FEET
FEET
Municipality of Anchorage
Development Services Department
Building Safety Division
On-Site Water and Wastewater Pr.ograrn
· 4700.South Bragaw St. ' '
Box 196650 Anchorage, AK 99519-6650
w,#w.cianchom, ge. ak. us
' ' (907) 343-7-°04
CERTiFiCATE OF HEALTH AUTHORITY APPROVAL
....... ': 'I-OP,'A ,'~I~GL~:I::AMiEY DWELLING "
o5'/- sz~,~/~.
Parcel I.D.
·" · Expiration Date:
1. GENERAL'INFORMATION' '
Complete, legal .desc~i:pt!on.
Location (site address or directior~s)
Current Property owner(s) ~O~7'~ 4-/-/.J'~q ~'~4Ov~ Day phone
Mailing add'ss ~... ,.
Lending agency
Day phone
Mailing address
Real Estate Agent d~lMl~?t I.g/4.,.Co~.r .. Day ?ho. ne _~'~//'-
Mailing Address /~-/.,~/,,~,.C-" /4'~'P~ C6tV7'~-~--.4.~ ~/g.; ~0/;
Unless otherwise requested, HAA w~71 be hem by DSD for pickup. .
NUMBER OF BEDROOMS: /-'J
TYPE OF WATER SUPPLY:; ' ' TYPE OF WASTEWATER DISPOSAL:
Individual Well ... ~ Individual On-site
Individual Water Storage [] Individual Holding tank []
Community Class Well [] Community On-site []
Public Water System [] Public Sewer []
The Municipality of Anchorage Development Services Department (DSD) Issues Certificates of Health Authority
Approval. (HAA) based only upon the representations given in paragraph 4 by an independent professional civil
engineer registered in the State of Alaska. Certifi<~tes of Health Authority Approval are required for the transfer of
title (except bob/leon spouses) for properties served by a singl~family on-site wastewatar disposal and/or water
supply system. DSD also issues HAAs upon request to homeowners. Certificates of Health Authority Approval are
valid for 90 days from the date of issue for properties served by a private or Class C we!l 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 vie!Is or a public water system. The
Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work.
e
STATEMENT OF INSPECTION BY ENGINEER
:As certified by my'seal ~ffix~d I~e~'eto and as of the ~/aliJafion date sho,;vn below, I vedfy that my investigation,
' basedon procedui'es outiin:ed in the Health Authority ApproVa~l Guidelines for this application, shows that the on-
site wate~ supply and/or' wast~water.disposal system is(are) ~afe, ftJ~ctic~nal and adequate for the number ~f
bedrooms and type Of stz:uctui'e indicated herein. I further verify that I~ased on the information obtained from the
Municipality of Anchorage files and from my in.v?stiga, b.'~n.'.'.a.nd~!nSl~Ctionl the on-site water supply and/or
wastewater disposal system is(are} in cempl'~nce with all apppcable' Municipal and State codes, ordinances,
and regulations in effect at the time of inst~liation...: .-'..:'?;,':"..[..i!'~:"-.... ,. -':. ':-. ·. . '.
. ,..' .' ...... ...;,.?.:..
' ' ' ................ ............ ':'"
~ ........ "- -..=" '-~.". ..... .." '~. r -:'..
.. ',:.-:":'. ~7¥: v:....-.:. .'~.~"~,,~ ~'~'~ -'.~'a, · .. ·
. : ,. . . .....,...,.....,..~ . . .. .... ..~ .....
conditional ~pproval for .? ......... .~',~:bedrooms,~ th~follow~ng st~pulations~' :..".':';, .:.." :..;,: :.. -. : .:" v.
Attachments:
HAA Checklist."."-.
Septic Sys'tem Advisory:' .
Well Flow Advisory
· · X · '- ." "'. ''''' "Maintenance Agteemeflts · '
· · Supl~le~fiental Engineer's Report
.Other' '
Original Certificate. Date:
-LF
(Rev.
Municipality of AnChorage
Development Services Department
Building Safety Division
On-Site Water & Wastewater Program
4700 South Bragaw St.
P.O. BOx 196650 Anchorage, AK 99519-6650
www.ci.anchorage.ak.us
(907) 343-7904
HEALTH AUTHORITY APPROVAL CHECKLIST
Legal Description:
A. WELL DATA
Well type ~o
Total depth ,,~',Z~' ff.
Well Log (Y/N) 7
Wires properly protected (Y/N).
Casing height (above ground)
Date of test
Static water level
Well production
If A, B, or C provide PWSID #
Sanitary seal (Y/N) ~ '
Cased to zo
AT INSPECTION
FROM WELL LOG
WATER SAMPLE RESULTS:
Coliform (~) colonies/100 mi.
Arsenic: ....'-' mg./l.
,~',,~ in.
B. SEPTIC/HOLDING TANK DATA
Nitrate /-~' mg./I. Other bacteria__
Date of sample: 7//5'/e'.~ Collected by:
Tank Type/Material
Tank size/~..5'0 gal. Number of Compartments ~...
Foundation cleanout (Y/N) ')( Depression over tank (Y/N) .,A/ .
Date of pumping --)/~, "/u,~ Pumper
ABSORPTION FIELD DATA
Date installed om/~ 7
Soil rating .(g.p.dJ~ or ft~lbdrm) O. ~
Width ~.~ ft.
0 colonie~lO0 mi.
Date installed .~.//~ 7
Cleanouts (Y/N). F
High water alarm (Y/N) /',///'~
System type J,,~~
Gravel below pipe 7 ft.
Total depth /~' ft.
Date of adequacy test ~ Results (Pass/Fail)
Water added~O0 gal.
Fluid depth in absorption field before test _~' in. "
Elapsed Time:/~-0 min. Final fluid depth, ~ in Absorption rate >=
Any rejuvenation treatment (past 12 mo.) (Y/N & type)
Eft. absorption area 754'ft Monitoring tube ~ Depression over field
For .q bedrooms
New depth ~' in.
~'t~O '~,. g.p.d.
I.~,/~[¢~J'Of.,cl,4J' If yes, give date
Do
LIFT STATION
Date ins~ Size in gallons ~ccess (Y/N)
"Pump on" level at in--at in. High wate~
Datum Cycles tested ~ M~rn & circuit requirerr%~ts?
E. SEPARATION DISTANCES
SEPARATION DISTANCES FROM WELL ON LOT TO:
. Septic tank/lift siatio~ on lot
Absorption field on lot
Public sewer main
Sewer/septic service line
/
' 'On adjacent lots
On adjacent lots
Public sewer manhole/cleanout
Holding tank _.,
SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO:
Building foundation
Water main
Wells on adjacent lots
Properly line
Water service line
Absorption field .,~ ~'
Surface water ! O6~ ~'
SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT'TO:
Property line /~) '~' Building foundation .263 ·
Water Service line
Cudain drain.
Water main
Driveway, parking/vehicle storage
Surface water /43 43 '*' ,.
Wells on adjacent lots ..,~/O~/~
F. COMMENTS
G. ENGINEER'S CERTIFICATION
Engineer's Printed Name
HAAFee $ '"~"-'). ~-
· Date of Payment
Receipt Number
(Rev. 12/01)
I certify that' I have determined through ~eld inspections and
review of Municipal records that the above systems are in
conformance with MOA HAA guidelines in effect on this date.
Waiver Fee S
Date of Payment'
Receipt Number
in.
GS RtL# 1034328001
ltent Name 'l~ortl~Kim E~hm~ring
'roJoet Nam~ To~iess
llent Sample ID
latrix D6~14ug Water
WSID 0
:u~ple P~.,narks:
EP 300.0 - Sample was run past hold time for ni~atc.
All Date~Tlmcs arc Alaska Standard Time
Printed Da~e/l line 07/30,~2003 10;00
Cotl~ted Dare, Time 07/15~003 14:00
Retelved Dare.line 07/16,~003 10:05
TKhn,~lDir.or .. S~ ~
Allowablc ~ AnaT).~is
~-ameler Q.a,ifie:~ Results PQI. tk~ts Meth~ Contalncr ID Llmit~ Date D~te In t
&~ers D~partnen~
Nimate .N
1.34 0.160 n,~L EPA 3~0.0 13 ('-.~ 10'J 07/17/03
Acrobiology L~boratory
Totn~ Co~.~orrn
cr, Pl0)mL SMI$ 9222B A (~:=1) OWl 6,'03 JS
'~.~ ~...
ASBUILT & ASSOCIATES LAND 694-0820
I HEREBY CERTIFY .THAT I HAVE SURVEYED THE SCALE:
FOLLOWING DESCRIBED PROPERTY: /-'-..,-c~'
...,-.~4/,..~-~-..~_,~ ~-..~w"..~-~ ~,.~- z-~. ~ ,~' DATE,
.~
AND THAT NO ENCROACHMENTS EXIST EXCEPT AS //x'~'/.s-,-~'~,~' ~'."- .' .,~'1-, '.'! ·
INDICATED. IT IS THE RESPONSIBILITY OF THE ~,..~...-.~ --
OWNER TO DETERMINE THE EXISTENCE OF ANY GRID: · '"'-"~'-,~/f"~
WHICH DO NOT APPEAR ON THE RECORDED SUBDI-
VISION PLAT. UNDER NO CIRCUMSTANCES SHOULD FB: f~.~o".. [S-~9~8 ..' ~,~,~r
ANY DATA HEREON BE USED FOR CONSTRUCTION ~'~'~"~'
OF FENCE LINES, OR FOR ESTABLISHING BOUND- DRAWN,
ARY LINES. ~..~,..s-