HomeMy WebLinkAboutGLEN EAGLE BLK 3 LT 5Glen Ea 9 le
Block 3
Lot 5
#050-601-07
Municipality of Anchorage
On -Site Water and Wastewater Section • (907) 343-7904 Page of
ON-SITE WASTEWATER INSPECTION REPORT
Permit Number: OSP21128 PID Number: 050-601-07
Dwelling: ® Single Family (SF) ❑ with ADU ❑ Duplex (D) ❑ Two Single Family Project: ❑ New ® Upgrade
Name
JEREMY & BROOKE ALF
ABSORPTION FIELD
® Deep Trench ❑ Wide Trench ❑ Bed ❑ Mound
Site Address
23916 SUNNY GLEN DRIVE, EAGLE RIVER
❑ Other
Phone
Number of Bedrooms
Soil Rating
Total depth from original grade
4
0.6 GPD/SF
10 Ft.
LEGAL DESCRIPTION
Depth to pipe invert from original grade
2 Ft.
Gravel depth beneath pipe
8 Ft.
Subdivision Block Lot
GLEN EAGLE 3 5
Fill added above original grade
VARIES 2.06 — 2.13 Ft.
Gravel length
63 Ft.
Township Range Section
Gravel width
2 Ft.
Beds: Number of Lines
Distance between lines
Ft.
SEPARATION DISTANCES
To
Septic
Absorption
Lift Station
Holding
Sewer
Total absorption area
Number of trenches
Dist. between trenches
From
Tank
Field
Tank
Line
1008 FtZ
1
NA Ft.
Well
--
100'+
25'+
TANK ® Septic ❑ S.T.E.P. ❑ Holding ❑ Other
Manufacturer
EXISTING
Capacity
Gal.
Surface Water
--
100'+
Material
Number of compartments
Lot Line
--
10'+
NA
Foundation
--
10'+
LIFT STATION
Manufacturer
Capacity
Gal.
Remarks DIVERTER INSTALLED TO EXISTING & NEW
FIELD.
Alarm location
Electrical installed by
Tank to
PIPE MATERIAL House to tank 3034 dra of 3034
Installer NORTHERN EXCAVATION
eld
Drainfieid 3034 CO/MT 3034
Inspector FWC
BENCH MARK (Assumed elevation) 100 ft
Inspection 1s 5/24/21 5/24/21
Location and description
2nd
3`d 5/25/21 4'"
ICEMENT SLAB — DOG KENNEL
ON-SITE WATER AND WASTEWATER SECTION APPROVALOF
A.
Conditional Approval: Date
i •:t�,�1�
, .....�: �
Huffman.
Septic SystemCurtis
--�
• CE 128991
lyv� Date Z7'Z
����slF�• .5/25/21, . •4P Amw
1�1F�PROFESSI�NP�-�
Note: this approval does not include well permit requirements.
(Nev ub/uuiu)
PERMIT: OSP211128 PID: 050-601-07
8.1'
EXISTING
SEPTIC N
TANK 46,690 S.F.
e
100' PROTECTIVE RADIUS
C
• DIV 2.0'x42.2' CANT
i Fkis
nAG F7F<� B
D BM `2� D ,
CO ( 1&
MT E A ' 7o�
TH21-1 Std SF ry
2 ry(0'
11.5'x18.0
COVERED PEN G 8.4'x26.4' DECH
,e MTF Co 4.3'x7.5'
PORCH
2.0'x42.2' CANT \
10' UTILITY 8c r-
DRAINAGE EASEMENT 16.2'x12.2' LO
SHED
A—C=67.9'
B—C=73.5'
A—D=80,8'
B—D=94,5'
A—E=73.5'
B—E=88.7'
A—F=36.9'
B—F=61,4'
A—G=33.3'
B—G=58.9'
WEST 274.76' (COMPUTED & RECORD PLAT No. 75-5E
FCO CO
EXISTING
HDPE
SEPTIC TANK
DCO DIV
SEPTIC SECTION
SCALEI NTS
GLEN EAGLE BLOCK 3, LOT 5
PREPARED FOR:
JEREMY & BROOKE ALF
23916 SUNNY GLEN DRIVE
EAGLE RIVER, AK 99577
FIRST WATER CONSULTING
13030 Sues Way DATE:
Anchorage, Alaska 99516 DRAWN:
(907)350-9566 SCALE:
firstwaterAK@gmail.com
MT CO MT
93.81FlNAL GRADE 93.88 TH21-1
-
91.75 ORG/OL
FILTER FABRIC ORIGINAL GRADE 1'
89.75 89.75 SM/GM
SEWER ROCK
81.75 81.75 NO
GRND.WTR.
5/10/2021
18'
75.75 BOH
SUPPORT@SERVICES:
F
OF
o e�� TH
C * �—
5/27/2021 rtis Huffman wx
KGLrs CE 128991 Alf
FWCS 5/27/21'
1" = 30' �4oPzssio-t0
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://www.muni.org/onsite
On -Site Wastewater Disposal System Permit
Permit Number: OSP211128
Work Type: Septic Upgrade
Tax Code Number: 05060107000
Site Legal Address: GLEN EAGLE BLK 3 LT 5 G:0160
Site Mailing Address: 23916 SUNNY GLEN DR, Eagle River
Owner: ALF JEREMY L & BROOKE R
Design Engineer: FIRST WATER CONSULTING
This permit is for the construction of:
Effective Date
Expiration Date:
Lot Size in Sq Ft:
Total Bedrooms:
t
o s'
Department
5/13/2021
5/13/2022
Q Disposal Field ❑ Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage
All construction shall be in accordance with:
1. The attached approved design.
2. All requirements specified in Anchorage Municipal code Chapters 15.55 and 15.65 and the State of Alaska
Wastewater Disposal Regulations (18AAC72) and Drinking Water Regulations (18AAC80)
3. The wastewater code requires inspections during the installation. The engineer shall notify the Development
Services Department per AMC 15.65. Provide notification by calling (907) 343-7904 (24/7).
4. From October 15 to April 15, a subsurface soil absorption system under construction during_ freezing_ weather
shall be either:
a. Opened and Closed on the same day, or
b. Covered, sealed, and heated to prevent freezing
Received By: Date:
Issued By: Date: S 3
4
MUNICIPALITY ANCHORAGE
Development Services DepartmentPhone: 907-343-7904
On -Site Water & Wastewater Section Fax: 907-343-7997
ON-SITE SEPTIC/WELL PERMIT APPLICATION
Parcel I.D. 050-601-07
Property owner(s) JEREMY & BROOKE ALF Day phone
Mailinq address 23916 SUNNY GLEN DRIVE, EAGLE RIVER, AK 99577
Site address 23916 SUNNY GLEN DRIVE, EAGLE RIVER, AK 99577
Legal description (Sub'd., Block & Lot) GLEN EAGLE B3, L5
Legal description (Township, Range & Section)
Lot Size 46,690 Sq. Ft. Number of Bedrooms 4
APPLICATION IS FOR:
APPLICATION IS AN:
TYPE OF DWELLING:
(N all that apply)
Absorption Field
Fx�
Initial ❑
Single Family (SF) El
(w/wo ADU)
Septic Tank
1:1Upgrade
El
Duplex (D) El
Holding Tank
❑
Renewal
- - - -- _❑
Multiple Dwellings
Privy
❑
(SF and/or D)
Private Well
❑
Water Storage
❑
THIS APPLICATION INCLUDES
A WAIVER REQUEST FOR:
Distance:
I certify that the above information is correct. I further certify that this is in accordance with
applicable Municipal Codes.
of property owner or authorized agent)
Permit/Rush Fees: 459 S
Date of Payment: 5L(,1.20;21
Receipt Number: 90(00 (0 0
Permit No. QS7 P 21 1 I2 g
Waiver Fees:
Date of Payment:
Receipt Number:
Waiver No.
G:\Development Services\Building Safety\On Site Water and Wastewater\Forms\Client Forms\Permit Application.doc
13030 Sues Way, Anchorage, AK 99516
907-350-9566 / firstwaterAK@gmail.com
May 10, 2021
Municipalities of Anchorage
On-Site Water & Wastewater Program
4700 Elmore Road
Anchorage, AK 99507
RE: SEPTIC SYSTEM UPGRADE PERMIT
LEGAL: GLEN EAGLE BLOCK 3, LOT 5
The property owner has requested we obtain a permit to upgrade the failed septic system of the
above referenced lot. We propose to install one deep trench to serve the existing 4-bedroom
residence. The design is based on the recent test hole conducted on May 3, 2021. No
groundwater was observed at test hole excavation or monitoring.
The slopes are moderate at 8-13% at the proposed upgrade location. The lot and area are served
by private water. The design will not impact any of the neighboring properties. Please contact
us if you have any questions.
Sincerely,
Curtis Huffman, P.E.
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP211128, Rebecca Carroll, 05/13/21
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP211128, Rebecca Carroll, 05/13/21
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP211128, Rebecca Carroll, 05/13/21
4661
13030 Sues Way - Anchorage, Alaska 99516
Tel. 907-350-9566 firstwaterAK@gmail.com
SOILS LOG - PERCOLATION TEST
LEGAL DESCRIPTION: GLEN EAGLE B3 L5
PERFORMED BY: FWCS / FWC - I CURTIS HUFFMAN CERTIFY THAT THIS TEST WAS
PERFORMED IN ACCORDANCE WITH ALL STATE & MUNICIPAL GUIDELINES IN EFFECT
ON THIS DATE. DATE: 5/10/2021
DEPTH
FEET OG
SOILS
1
ORG/OL
2
3
4
SM/GM
5
6
7
8
9
10
11
12
13
14
15
16
17
BOH
18
19
20
Reading Date Gross
Time
Net Time Depth to
Water
Net Drop
5/7/21 30 min 6 2
30 min 6 2
30 min 6 1 15/16
PERCOLATION RATE 16 (MIN / INCH)
TEST RUN BEWTWEEN 4 & 5 FT
PERC HOLE DIAMETER 6
PRE-SOAKED PRIOR TO TEST & ALL READINGS TO
THE 1/16TH.
GROUND WATER ENCOUNTERED: NO
IF YES, AT WHAT DEPTH: NA
DEPTH TO WATER AT MONITORING: DRY
DATE: 5/10/21
TESTHOLE # 21-1 DATE PERFORMED: 5/3/21
SEE SITE PLAN FOR SLOPE & LOCATION
COMMENTS:
VERIFY GROUNDWATER MT
AT TIME OF CONSTRUCTION
PERFORMED FOR: JEREMY & BROOKE ALF
5/10/2021
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP211128, Rebecca Carroll, 05/13/21
//�-�'�pp��l77yy—•
I�/�_1
Municipality of Anchorage
Development Services Department `'} t''�•�
Building Safety Division
On-Site Water and Wastewater Program. 4700 S. Bragaw St.
P.O. Boz 196650 Anchorage. AK 995196650 Page' of 3
www.ci.anchorage.ak.us (907) 343-7904
ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT
Permit Number: S WO-100 y5
PID Number: O CO - G 0 ) - 07
"—dethri 4 r orie f To
rle5
Wastewater System: D New D Upgrade
x3916 5�,„n Glen �i'
qq5 ABSORPTION
C
FIELD
Pha»
LV•/ 5 1/` 9 _7
651/-;)9_7
Nu ow N Bwiaim+:
O pro rrmA 0 Sha b Vwrh O Bwl Q Mw Cl QMw.
LEGAL DESCRIPTION
Sol RNilp rar ow+n now agMn� pax.
P Ft• FI
abAId sWdNran:/ 'jam
3
D+Pm Ddlom eom wlpnN pwfe: Gr" dnrxh b"*h Pipe
J (�Ien
Ca
Ft. FI.
Twwr:p Rwge-
sec"M
+dded+Eo« al g". fia.el L"h
Ft. Fl.
Well: D New ❑ Upgrade
GevN.INrr r M.rowae.++'
Oi+lwce DNwen e.++:
Ft
Ft
Cb+wdcelgn(PMwe, e. Ci rar Depw:
C
rar w.wplm w«P"Mrwlr '.
//
FL FI
Fill
Ora+r. .we
$Ire Wrw lwM'
blrw o YtreLad'
FL
Tll%J4;-D E%C.A-J
rlea
PM aNN�r
nbe..Land
TANK
CPM
il.
FL
SEPARATION DISTANCES
(8 septic ❑ Holding ❑ S.T.E.P. Other.
To
From
Septic
Tank
Holding
Tank
PebnUPrtval
Sever Line
M^�'�""' ,
e F145_ i G
c.p..ar
130DcN.
We,
o��ar%
MNwa 1 E
µ.nlaewrowlw.n+
s•+renwrw
OQ f
tStLatfl'on
LIFT STATION�fDtLa
L+r
/LFawdrm 39
PwPp on4MN
'Purr
Ilyh wNw N«mNN
• F
hCudwn
da'+r
��
Rwrwtr
BENCH MARK
LxNron w,d De Wyewr
Tap of garage •Fla or
/, \ENvelwm.
rl eat- o;fl B oo Ff
Engin tamp
OF At
ti r ' • ' ,
17034 Eagle River
Loop Road,IN {
Inspections performed by:
Dales: 1M S-aa
qSh
_
2nd s-ro-oa
DeveldpmeIt Services Department Approval
T ` ROBERT C. COWAN
Reviewed and by:
Date: YZ/ez
+�1`f•�CE-8301 � ��
c;,
approved
.. <--
raer
PERMIT N0.:WO.1o09S
PACE 2 OF 3
Municipalityof Anchorage
DEPARTMENT OF HEATH AND HUMAN SERVICES
ENVIRONMENTAL SERVICES DIVISION
P.O. Box 196650 *Anchorage, Alaska 99519-6650 • Telephone: 343-4744
ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT
LEGAL LOT 5, BLOCK 3, GLEN EAGLE S/D P.I.D. NO. VS -0-601-07
— - — - — - — - — - - — - - — - — - — - — - — --�
SUNNY GLEN DRIVE
�F< I Z
DOUBLE CLEANOUT C R�4Q7 I w
(n
vIL TMT ST2 NEW 1300 GALLON I w
` •• STI HDPE SEPTIC TANK
r
+Sri ENTIRE SYSTEM I --)
SUMP_
�C ATI INSULATED TO
rR� TRENCH
f�cy\ A
C0? 4 E,l-� FCO
TBM B c
C OFA/NI
H R I
OLD 1250 GALLON GSM• CM I
SEPTIC TANK
(PUMPED. CRUSHED. AND ABANDONED) I N
I
I
I
I
I
-----------------------------------------
10' UTILITY EASEMENT SCALE: 1• - 40•
2 0
-------------------------------P'C
LOT 6
ROBERT C. COWAN
J CE -8801
1`L ..
I
PERMIT NO. S W O a.0041S'
PAGE 3 OF 3
Municipality of Anchorage
DEPARTMENT OF HEALTH AND HUMAN SERVICES
ENVIRONMENTAL SERVICES DIVISION
P.O. Box 196650 • Anchorage, Alaska 99519-6650 • Telephone 343-4744
ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT
LEGAL LOT 5, BLOCK 3, GLEN EAGLE S/D P.I.D. N0. 0 SO - (30/ - 0 y
ST 1 ST2 ,---102.0'
FINAL GRADE
NEW
96 8'1300 GALLON
POLYETHYLENE
SEPTIC TANK
2" INSULATION
96.5'
N. T. S.
A
B C
FCO 1
25.5
- 19.0
ST1
4 2. 0'
—1. D -
ST2
45.5
54.0 -
DBL1
48.0
56.5 -
DBL2
49.0
57.5 -
TMT
49.5
59.0 -
MT1
76.5
70.5 -
2" INSULATION
96.5'
N. T. S.
MUNICIPALITY OF ANCHORAGE
Development Services Department
On -Site Water & Wastewater Program
4700 South Bragaw Street
P.O. Box 196650, Anchorage, AK 99519-6650
(907) 343-7904
ONSITE WASTEWATER DISPOSAL SYSTEM PERMIT
Upgrade
Permit Number: SW020095
Legal Description: GLEN EAGLE BLK 3 LT 5
Design Engineer: 0003 S & S Engineering
Owner Name: JOHN & JANET TOENES
Owner Address: 23916 SUNNY GLEN DRIVE
EAGLE RIVER. AK 99577-9654
55/s/o z (, :5o pM
Date Issued: May 07, 2002
Expiration Date: May 07, 2003
Parcel ID: 050-601-07
Site Address: 023916 SUNNY GLEN DR
Lot Size: 46690 SO. FT.
Total Bedrooms: 4 Permit Bedrooms: 4
This permit is for the construction of.
❑ Disposal Field ❑✓ Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage
All construction must be in accordance with:
1. The attached approved design.
2. All requirements specified In Anchorage Municipal Code Chapters 15.55 and 15.65 and the State of Alaska
Wastewater Disposal Regulations (18AAC72 ) and Drinking Water Regulations (18AAC80 ).
3. The engineer must notify DSD at least 2 hours prior to each Inspection. Provide notification by calling
(907) 343-7904 ( 24 hours ). ( Not required for a Water Supply Permit only ).
4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather
must be either: A. Open and closed on the same day.
B. Covered, sealed, and heated to prevent freezing.
S/9/02 EN6/A/er/z CaccEp Ati4 1s A+o✓iN4 SEPric Tf3ivI1 ro
NE OPPOSITE SIDE OF 7HE DRIVE WAY TKE.v DESIGA/ SAiawS,
PR
Received By:
Issued
Issued By:
Date: J% 7 /0 7 -
�""". Y' —/�� Date: ! 7 G Z
Municipality of Anchorage
Development Services Department
Building Safely Division
On -Site Water and Wastewater Program
4700 South Bragaw Sl.
P.O. Box 196650 Anchorage, AK 99519-6650
www.ci.anchorage.sk.us
(907) 343-7904
ON-SITE SEWERMELL PERMIT APPLICATION
FOR A SINGLE FAMILY DWELLING
Parcel I.D. OTO — 601— 0 % Permit Number SW02007F
Property owners) 1 o h n 9)J (I n t± TO e d e S Day phone & S'/- A 9 7 i
Mailing address (1) e? 3 9 / (o S . a ay e'r le n IZ) r
Mailing address (2) F_ O 1,9 'RQ r K Zip Code 9 q:5 7
Legal description (Lot, Block & Sub'd.) IL
Legal description (Section, Township & Range)
Lot Size 'TDrJ Acre Sq.Ft.
4 60 6 Y
THIS APPLICATION IS FOR:
Number of Bedrooms Ll
Sewer Only ❑ Well Only ❑
Sewer and Well ❑ Water Storage ❑
Sewer Upgrade
THIS PROPERTY CONTAINS:
Hot Tub ❑ Jacuzzi ❑
Swimming Pool ❑ Water Softening Unit ❑
Therapy Pool ❑
certify that the above information is correct. 1 further certify that this application Is being made for a
Single Family Dwelling and Is in accordance with applicable Municipal Codes.
/ S i 5 ENGINEERING
� 17054 Eapla Rlrar Loop Road No. 404
(Signature of property owner or authorized agent)
Permit Fees: J"/ 0 0 • Waiver Fees:
Date of Payment: _V-/-7 /a 2 Date of Payment:
Receipt Number: 0 1 9 7 6 3 Receipt Number:
(Rev. 12/00)
TEALTHAUTHMN
APPROWLS
SEWERLWATER
MAMEXTENSIM
SEWERS WATER
NSPECNON
ENGINEERPLOSTUDIES
ANDREPORTS
WELL PSPECTION
S PLOW TEST
SITE PIANS
SOIL TEST
PERCOLATION
TEST
STRUCTURALS
McKwICAL
rSPECTIONS
ENSUE
WASTEWATER
DMPOMSYSTEM
OESN:N
ROBERT C. COWAN, P.E.
CMLENOINEMS
(907)694-2979
FAX(907)694-1211
May 6, 2002
MUNICIPALITY OF ANCHORAGE
Development Services Department
P.O. Box 196650
Anchorage, AK 99519
REFERENCE: Lot 5, Block 3, Glenn Eagle Subdivision
It is requested that you issue a permit to replace the septic tank serving the existing
four bedroom dwelling on the referenced property.
Per our investigation, we believe the septic discharge line has broken between the house
and the septic tank. It appears that a portion of all septage from the house is being lost
from the line, to the soils under the garage concrete slab. In addition to being an obvious
health risk, it is undermining the structural integrity of the house.
Our investigation also reveals that the septic tank has failed and so is acting as a source of
contamination within its immediate vicinity.
Because of these failures, the concerned family currently cannot use the household
facilities.
We do not anticipate any adverse effects on neighboring wells, septic systems, reserve
areas or drainage patterns by the installation of the proposed septic tank. The installation
of this septic tank will not prevent any future development on any of the adjacent
properties.
If you require additional information, please contact us.
Sincerely,?
,IW
Obert C. Cowan, P.E.
RCC/bjj
Enclosure
17034 NORTH EAGLE RIVER LOOP • SUITE 204 • EAGLE RIVER ALASKA 99577
1" = 40' DESIGN SITE -PLAN
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---J L-- -------------------
15' UTILITY EASEMENT
m I ' 'r
pp[p 1
S&
TEALTHAUDIONTY
APPWNALS
SEWERS WATER
M WECTENSIONS
SEWER&WATER
INSPECTION
ENGINEERRIGSTUMES
ANDREPORTS
WELL INSPECTION
SFLOWTEST
SRE PIANS
SCILTEST
PERCOLATION
TEST
STRUCTUML S
MCRAI AL
INSPECTIONS
ONSITE
WASTEWATER
DISPOSALSYSTEM
DESIGN
ROBERT C. COWAN P.E.
CMLENGINEERS
(907)694-2979
FAX(907)694-1211
ON-SITE WASTEWATER DISPOSAL SYSTEM
CONSTRUCTION PRACTICES
and
MATERIAL SPECIFICATIONS
REFERENCE: Lot 5, Block 3, Glenn Eagle S/D
May 6, 2002
GENERAL:
1. The scope of this project includes the installation of a new 1300 gallon
HDPE septic tank to serve the existing four bedroom residence located on
the referenced property.
2. Construction shall be in accordance with the approved site plan and design
drawings, Municipal permit with any special provisions or conditions, and
all applicable State and Municipal Wastewater Disposal Regulations.
3. The contractor shall be responsible for obtaining any necessary
underground utility locates.
4. Unless specifically agreed otherwise, the property owner shall be
responsible for final grading areas subsequently depressed from soil
settling.
5. Contractors installing wastewater disposal systems must be certified by the
Municipal Health Department for system installations. Owners installing
their own systems must also receive prior approval from the Municipal
Health Department.
SEPTIC TANK INSTALLATION:
1. A septic tank is to be constructed by a certified septic tank manufacturer.
Construction shall include two 4" cleanouts for pumping access.
17034 NORTH EAGLE RIVER LOOP • SURE 204 • EAGLE RIVER ALASKA 99577
Page 2
Lot S, Block 3, Glenn Eagle EN
May 6, 2002
2. The septic tank shall be sufficiently bedded to prevent settling or shifting of the tank.
All standpipes on the septic tank shall extend a minimum of 12 inches above final
grade.
4. Septic tanks installed with less than 4 ft. of cover shall be insulated.
A foundation cleanout shall be installed one to four feet from the building foundation.
In the line between the tank and the leachfield there shall be two adjacent cleanouts
(unless an effluent pumping system exists within the septic tank). These cleanouts
shall be located on undisturbed soil not more than 10 ft. from the tank. The first
cleanout, in line, shall be to clean toward the leachfield. The second cleanout shall be
to clean toward the septic tank.
6. Final grading over the septic tank shall be such that a positive slope exists away from
the septic tank.
MINIMUM MATERIAL SPECIFICATIONS:
1. Any septic tank proposed for installation must be constructed by a Municipal approved
septic tank manufacturer.
2. The following pipe materials are approved for use in septic system installations in the
Municipality of Anchorage:
Type of Pike Perforated Solid
Cast Iron
Yes
Yes
ASTM D3034 (PVC)
Yes
Yes
ASTM F810 (IIDPE)
Yes
No
ASTM D2662 (ABS)
Yes
Yes
Use of a type of pipe other than listed above must be approved by the inspecting
engineer.
3. Insulation shall be at least 2" thick extruded direct burial polystyrene (Dow Chemical
Company Styrofoam I-II or equal).
4. Septic tank inlets and outlets shall be fitted with watertight couplings (Caulder, Femco,
or equal).
Page 3
Lot S, Block 3, Glenn Eagle E!D
May 0, 2002
INSPECTION'S:
Typically there will be a minimum of two (2) inspections required during the installation of the
septic tank. These inspections will occur as follows:
The first inspection must be conducted after the septic tank is set in place, but
may not be backfilled until after this inspection.
2. The final inspection is to occur upon final grading of the property.
The inspecting engineer is to be contacted at least 24 hours prior to the start of construction. If
necessary, a pre -construction meeting will take place on-site. The inspecting engineer will not
coordinate, direct or control in any way the contractors activities.
The owmer shall contract with the contractor to perform the work outlined in these
specifications and plans and in accordance with the attached M.O.A. permit. There will be no
contractual arrangement existing between the contractor and S & S Engineering. S & S
Engineering shall be the owner's representative and will inspect the work as stated above to
document the contractors activities. Final acceptance of the contractors work rests with the
owner and the M.O.A.
S & S Engineering shall have no liability to the owner or to others for acts or omissions of the
contractor or any other persons performing work on this project or the failure of the contractor
to carry out the work in accordance with these construction documents. S & S Engineering's
inspecting engineer will not be responsible for the construction means, methods, techniques,
sequence, procedures or the safety precautions incident to this project.
CONTRACTOR/INSTALLER
t -W DRILLING, INC. .,
a
DRILLING LOG
Well Owner Use of Well
Location (address of: Township, Range, Section, if known; or distance main road
Size of casing Depth of Hole —feet Cased to feet
Static water level 16 0 t. (above) (below) land surface. Finish of well (check one) open end
Screen Perforated (
,,, r
Describe screen or perforation
Well pumping test at gallons per (h6ur) (minute) for----L---hours with ft.
of drawdown from static level.
Date of completion
WELL LOG
Depth in feet from
ground surface Give details of formations penetrated, size of material, color and hardness
TO
TO
TO
.TO
ME,
—TO -
-TO
TO
TO
TO
TO
NWNVA Certified Contractor
Certificate No's. 814 & 973
2 - STATE
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION
ENVIRONMENTAL ENGINEERING DIVISION
825 L Street - Anchorage, Alaska 99501
Telephone 264-4720
ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT
NAME
<T NEW
L 1PHOnNE
O h l ones
p( / -I J E I UPGRADE
MAILING ADDRESS - --------- - - - -- -
_ - - - -
- --
-1 1 4 N . �I
-
-- --- -- -
LEGAL DESCRIPTION 1-
5 ISS SCA_ 1 �l S I O V
� G �c��l �
----
LOCATION .
---- -_ — - _---
--
NO. OF BEDROOM
J` l
U
Well Absorption area
DISTANCE TO: �' ' f
D elling
P� 0 s�cl
PERM IuV O� I
Y
P Z
N F
Manufa/�u�rer �/
� l7 , f f
Ma r
No. of comp�ts
__LF
Width
Liu, ca acit in adons
IF HOMEMADE:
Inside length
Liquid depth
D Y
DISTANCE TO: Well Dwelling
PERMIT NO.
_jU Z
2-F
Manufacturer
Material
Liquid capacity in gallons
D
m=
DISTANCE TO:
WeilFo
da ion S
ep
Nearest lot line
-f-
PERMIT 7 n
Q 3 r
J LL Z
H ? w
No. of lines
Le�Cn th of each e
Total len th of mr. st
Trench �^jl dip
J inches
Distance betwee y�nes
_
Material benea h tile.
-_
-{/-g
Total effe tive I'Drption area
Top of the to finish grade
p
�
inches
0
Length
Width
Depth
PERMIT NO.
w
Type of crib
Crib diameter
Crib depth
Total effective absorption
area
a a
w
W
Well
Building foundation
Nearest lot line
DISTANCE TO:
U
Class
Depth
Driller
Distance oVt lin
PERMIT NOr n 0137 137 _
DISTANCE TO:
Building faoundatipn
Sewer line'
Septic tank 1 1 Q r
Absorption area(s)
OTHER
—
PIPE MATERIALS .
-
SOI L TEST RATING
ri
S
I
-
--
-
N/
INSTALLER
67) Whe-t�
g
-�
REMARKS
ED
r
D.
C
I'Asv6re
er-
l
I
i
APPRO ED DA{"-TE LEGAL
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;y:" K I? TWT I ....11_ F - n -: F - T f? I= Y7L 17 - W 1 71 0 1 y W " I A ri , A , 1:�: .!
Of
January 4, 1978
Brad Dickey
Star Route Box 1613
Eagle River, Alaska 99577
Subject: Lot 5 Block 3 Glen Eagle Subdivision
Permit #77787
A permit issued by this department for well and/or sewer
system has expired.
Permits are issued on a calendar year basis, as stated on
the permit, by authority of Municipal ordinance.
If you have drilled the well, a well log should be sent
to this department to document the installation date.
If there are any further questions, please contact this
office at 264-4720.
Sincerely,
Health and Environmental Protection
Sewer and [nater Section
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0 Ft E GEC.. ECHNI CAL Et DEVELJPMENT CO.
Box 90, Davis St., Eagle River, Alaska 99577
694-2774 or 688-2280
Russell Oyster Earl Ellis
694-2774 SOIL LOG 688-2280
Soils 6 Foundations Land Development
Performed for: Name: �'ji�'��/' %� �� Y
Tel. No.
Mailing Address: S- /'. 60)(/ 9�/ , F/l�cr_ J<'l�'r--C,-7 7
Legal Description: -� '' , f,'t c A/ t_- 1'J�,
Death (feet) Soil Characteristics
0
.,
1
2
3 e-, 11
U
5
6 --
Al
8
9 t
10
11
12
13
14
15
16
Al 0
Ground Water Encountered: Yes No '-- If yes, what depth
Proposed Installation: Seepage Pit Drain Field
Comments: _
Performed by: / L %L i'( Date: `% '
7;
%.
MUMCIPALITY OF
Development Services Department
On -Site Water & Wastewater Section
S
ANCHORAGE
Phone: 907-343-7904
Fax: 907-343-7997
Certificate of On -Site Systems Approval
Parcel I.D. 050-601-07 Expiration Date:
1. GENERAL INFORMATION
Complete legal description GLEN EAGLE BLOCK 3, LOT 5
Location (site address) 23916 SUNNY GLEN DRIVE, EAGLE RIVER, AK 99577
Current property owner(s) JEREMY & BROOKE ALF
Mailing address
Real estate agent
Day phone
23916 SUNNY GLEN DRIVE, EAGLE RIVER, AK 99577
2. TYPE OF DWELLING:
® Single Family (w/wo ADU)
❑ Duplex
❑ Multiple Dwellings (Single Family and/or. Duplex)
3. NUMBER OF BEDROOMS: 4
Day phone
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 $ Q +' 1 b3 (2, MH)
Date of Payment 54 a 1
Receipt Number S-/ y 2 51 s �-°1
COSA # (3,S C a I i a'I I
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 5/22/2021
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 `+ JQ k l
these various and dynamic characteristics and are outside the control of the evaluator of the r t
well and septic system. Therefore, any estimate of how long a system will function satisfactory /�rg�Q: • • • . '1•,9 ���
for current or future occupants or guarantee that no unseen encroachments, deficiencies or J
discrepancies exist can be given by First Water Consulting & FTH
WE ' * . ....•:* r
WE � .
6. DSD SIGNATURE % Curtis Huffman 1
System #1 Approved for bedrooms �r��F��s••• CE 128991 .��p
�l 5S HP�'ti�
System #2 Approved for bedrooms ,1� PROFSSO
\\\`
Disapproved
Conditional approval for bedrooms, with the following stipulations:
`�lllll(l((rrrrr��(
N -SITE
�� r
T
�<WgST_:V, ND
^ r
ME
pG�'AM
Jo -o
C\o=
1V.
Original Certificate Date: SS- 27— 2
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
Legal Description: GLEN EAGLE BLOCK 3 LOT 5 Parcel ID: 050-601-07
If more than 1 septic system on lot: COSA Checklist # —of _ Structure served by this system
A. WELL DATA
® Well log is filed with Onsite (or attached)
Date drilled 4/12/1978
Total depth 160 ft
Cased to 101 ft
® Sanitary seal is functioning correctly
® Wires are properly protected
Casing height (above ground) 12+ in.
Date of flow test for COSA 4/29/2021
Static water level at beginning of test 73 ft.
Well production at time of test 3.8 gpm
Comments
B. TANK DATA
Age of tank(s) 19 years
Tank type/material SEPTIC / PLASTIC
Measured operating fluid level in septic tank 47"
® Standpipes/foundation cleanout per record drawing
Date of pumping 4/29/2021
D. ABSORPTION FIELD DATA
Which system tested (date installed) NEW SYSTEM
® ALL standpipes present per record drawing
Total measured depth from grade 12.1 ft (max)
Measured depth to pipe invert from grade 4.1 ft (min)
❑ N/A – pressurized field
® Monitor tubes go to bottom of effective. If not, state
depth into effective
Water storage tank volume NA 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)
[F�W�'t�'S�
Collected by �-
Date of Sample 4/29/2021
C. LIFT STATION
❑ Required maintenance completed
Age of lift station years
Lift station material
Comments:
Adequacy test date NEW SYSTEM
Results 2 Pass For bedrooms
Fluid depth prior to test _ in
Water added gal
New depth in
Elapsed time min
® Code -required soil cover over field Final fluid depth in
❑ System presoaked Absorption rate gpd
(Required if vacant for greater than 30 days prior to Any rejuvenation treatment (past 12 months) N
date of test) If yes, enter date
Gallons introduced gallons
Comments/Deficiencies: FW��
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
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
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
G. ENGINEER'S CERTIFICATION
I certify that / have determined through field inspections and review
of Municipal records that the above systems are in conformance
with MOA COSA guidelines in effect on this date.
.�
. TM
• .........
. .. . . . . . . . .� .
• �.. Curtis Huffman •: 4 v
FO 91.������®
i ��� pROFESSIONP .ANAW
ft
ft
ft
ft
ft
ft
ft
ft
0 -
0
0
O
Lot 4
O
Z
9`
F
OP%G
Lot 5
46,690 S.F.
PIPES
0
o \
8.1'x8.1' SHED �
I
PROTECTIVE RADIUS ` �
WELL
0
2' CANT
O /
84.8' N
11.5'x18.0'
COVERED PEN \ 8.4'x26.4' DECK
'. 4.3'x7.5'
v' PORCH
10' UTILITY &
2.0'x42.2' CANT
� �_
DRAINAGE EASEMENT 16.2'x12.2'
SHED
WEST 274.76' (COMPUTED & RECORD PLAT No. 75-56)
— — 275.00' (RECORD PLAT 73-85) —
Lot % 10' UTILITY EASEMENT Lot 6
I � I
m /
O /
O
Lot 5C
15' UTILITY &
DRAINAGE EASEMENT
MORTGAGE SURVEY _X_ SCALE –J –= 50'– GRID – SW 0160Project No. 21_ 331LA1 ____
11500 Daryl Avenue, Anchorage, Alaska 99515-3049
Lang & Associates, i n c e (907) 522-6476 Phone
(907) 522-4625 Fax �Qo�oo0O��4
Professional Land Surveyors ken®iangsurvey.com v OF A �p
jonathan®langsurvey.com 4' ''
oP' �.
I hereby certify that I have surveyed the following described property:*% -7
LOT 5, BLOCK 3, GLEN EAGLE SUBDIVISION (PLAT No. 73-85) 4'Y(/) 49TH* Q�
Anchorage Recording District, Alaska, and that this Mortgage Location Survey is a"""""' """
representation of the conditions that were found on the date the survey was performed. Q
This survey does not constitute a boundary survey and is subject to any inaccuracies Q
that a subsequent boundary survey may disclose. The information contained hereon shall �
&;00 KENNETH
KENNE194
TH LA ., Cv
not be used to establish any fence, structure, or other improvements. ��L�-'iC�i�
44FA�' LS -5202..•
Dated this the � 1_ Day of----?`�Li,"1 -------- '�_Y'4 1 _, -at Anchorage, Alaska Q � ,o . • 0 0
40�ROFFSSIONN- \Y
It is the responsibility of the owner to determine the existence of any easements,
covenants, or restrictions which do not appear on the recorded subdivision plat. AECC963
1y♦s y
�I I►S 61 a P
uy
N
• '� Municipality of Anchor e
On -Site Water and Wastewater Progra AUG 2 5 2016
(907)343-7904
Certificate of On -Site Systems
Parcel I.D. 050-601-07
1. GENERAL INFORMATION
Expiration Date: / 2 -2 c1
Complete legal description Glen Eagle, Block 3, Lot 5
Location (site address) 23916 Sunny Glen Drive
Current Property owner(s) Janet G TOeneS Day phone
Mailing address 23916 Sunny Glen Dr,
Real Estate Agent
2. TYPE OF DWELLING:
Q Single Family (w/wo ADU)
❑ Duplex
❑ Multiple Dwellings (Single Family and/or Duplex)
3. NUMBER OF BEDROOMS:. 4
4. TYPE OF WATEReUPPLY:
Individual Well
Individual Water Storage _
Community Class Well
Public Water System
WaiverNariance request for:
Received by:
COSA to be released to the engineer, unless
COSA Fee $ 5210
Date of Payment $��
Receipt Number Q-g-lggc,
COSA# 05clW 3&3
le River, AK 99577
Day phone
TYPE OF WASTEWATER DISPOSAL:
1]
Individual
0
❑
Holding Tank
❑
❑
Community
❑
❑
Public Sewer
❑
Date:
requested by the engineer.
Waiver Fee $ _
Date of Payment
Receipt Number.
Waiver #
+� IN
5. STATEMENT OF INSPECTION BY'�EI�GaER
As certified by my seal affi ed hereto and as of the valid dated own below, I verify that my investigation, based on procedures outlined
in the Certificate of On Approval Guide as fort s application, shows that the on-site water supply and/or wastewater
disposal system is (are) sa I 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 welts and septic systems depend6hthe 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
6. DSD SIGNATURE
System #1 -Approved for _V__ bedrooms
System #2 Approved for bedrooms
Disapproved
Date 8/24/2016
S1i:veri.' a
(fig CE 81491
tit' ....`�
Conditional approval for bedrooms, with the following stipulations:
Original Certificate Date: `l "Z-0 /F
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.
ATTACHMENTS:
COSA Checklist X
Septic System Advisory
Well Flow Advisory
COSAhluesheetf :. c
Nitrate A vi g,ory
Arsenic A vlsory
Other
If more than 1 septic system is on the lot:
COSA Checklist # —'of i
Structure served by this system
Certificate of On -Site Systems Approval Checklist.
Legal Description: Glen Eagle, Block 3; Lot 5
Parcel ID: 050-601-07
A. WELL DATA
Well type Private If A, B, or C provide PWSID #
Well Log (Y/N) Y
Date completed 4/12/78 Sanitary seal (Y/N) Y
Wires properly protected (YIN) Y
Total depth 160, ft. Cased to 100'7 ft.
Casing height (above ground) 12+ in.
FROM WELL LOG
AT INSPECTION
Date of test 4/12!78
6/23116
Static water level 100 ft
79' ft.
Well production 4 g,p,m,
3.54 g.p.m.
WATER SAMPLE RESULTS:
Coliform Neg colonies/100 mL Nitrate 0.219 mg/L
Arsenic ND ug/L Date of sample: 8/4/2016
Collected by: PES
B.
SEPTIC/HOLDING TANK DATA
r
Tank Type/Material Septic/5te4 lL P f 0.5 i
Date installed 5/10/2002
Tank size 1,300 gal. Number of Compartments 2
Cleanouts (Y/N) Y
Foundation cleanout (Y/N) Y Depression over tank (YIN)N
High water alarm (Y/N) N
/
Date of l O It%. Pumper SYLS 1� y�
'I
pumping _
C.
ABSORPTION FIELD DATA
Date installed 4/28/1978 Soil rating (g.p.d./ftp or ft2/bdrm) 175 sf/bdrm System type Deep Trench
Length 74 ft. Width 3
ft. Gravel below pipe 5 ft.
v`
Total depth ft, - - Eff. absorption area 740 ftp Monitoring
tube Y Depression over field N—
6/23/2018
Date of adequacy test - 5 esults (Pass/Fail)
Pass 4
For _ bedrooms
S /Fluid depth in absorption field before test 34 m. Water added 629 gal. New depth 41 N in. '
SH
Elapsed Time: 770 mins Final fluid depth 34/a in.
Absorption rate >= 600+' - g.p.d.
No
Any rejuvenation treatment (past 12 mo.) (YIN & type)
If yes, give date
D. LIFT STATION
Date installed
"Pump on" level at
Datum
Size in gallons _
in. "Pump off' level at
Cycles tested
E. SEPARA'f N DISTANCES
WELL ON LOT TO:
Septic tankflift station on lot 100+
Absorption Feld on lot 100+
Public sewer main 75+
Sewer /septic service -line 25+
Animal containment areas 50+
SEPTIC/HOLDING TANK ON LOT TO:
Manhole/Access (Y/N)
in. High water alarm level at . in.
Meets alarm & circuit requirements?
On adjacent lots 100+
On adjacent lots 100+
Public sewer manhole/pleanout 100+
Holding tank 100+
Manure/animal excrete storage areas 100+
Building foundation 5+ Property line 5+ Absorption field 5+
Water main 10+, Water service line 10+ Surface water 100+
Wells on adjacent lots 1001
ABSORPTION FIELD ON LOT TA=<
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
*Bottom of monitor tube had 4" Of Sludge.
` c� 5 �G110
S u 2 X r?e s Z/5" � ,4- -6c)" 0,6
G. ENGINEER'S CERTIFICATION
I certify that I have determined through field inspections and
review of Municipal records that the above systems are` in
conformance with MOA COSAguidelines in effect on this date.
Engineers Printed Name Steven Pannone
Date 8124/2016
COSA canary sheet_2-6-15.doe
41re,-r-7
e>, -Z /6 -
ASBUILT
SEWARD S
I HEREBY CERTIFY THAT I HAVE SURVEYED THE
SCALE'
FOLLOWING DESCRIBED PROPERTY:
6tev.r�6'.r✓�zGors.Q;'a
ANO THAT NO ENLIt'04CHMETITS EXIST EXCEPT AS
DATE•
B/�s
INDICATED. IT IS THE RESPONSIBILITY OF THE
OWNER TO DETERMINE THE EOSTENCE OF ANY
GRID-�/6Q
EASEMENTS, COVENANTS, OR RESTRICTIONS
WHICH DO NOT APPEAR ON THE RECORDED SUBDI-
VISION PLAT. UNDER NO CIRCUMSTANCES SHOULD
FB: �Q y/
ANY DATA HEREON BE USED FOR`CONSTRUCTION
OFFENCE LINES, OR FOR EMABLISHING BOUND-
0 ,
ARY LINES.
0
