HomeMy WebLinkAboutGLENN VIEW ESTATES NORTH BLK 1 LT 4Glen View
Estates North
Block 1
Lot 4
#051-821-17
Municipality of Anchorage Page 1 of 3
Development Services Department
Onsite Water and Wastewater Program
4700 South Bragaw Street
P.O. Box 196650 Anchorage, AK 995196650
www.d.anchorage.ak.us (907) 3417904
ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT
Permit Number. SWO50102
PID Number. 051-821.17
S inell Homes Inc.
Wastewater System: New
Aa
1900 W. Northern Us. Blvd., Ste. 200
Anch., AK 99517
ABSORPTION FIELD
3 4-5678
Fjyga°5
Shallow Bed
LEGAL DESCRIPTION
Soil R."
Tai Depn from rymd papa.
.3 GPM?
2.5 Ft.
131 is La'. adtOV.om:
DePttb pq OPnam from omarrl ptla.
Cr OepM E.rr.p, p
1 4 Glen View Estates North
2 Ft.
.5 FL
TaWa.p: Raman.
6aaan:
FY tlWO d,o.. crgW pa W.
2.4 FL
166 Ft.
Well: AWWU Water System
cr..d •+ain.
15
1M,mor a rw.
6
.
D�5tetrwr, ""Ft
Ft.
FL
Cwrrram IPmr., A, B. Ck
Tad D.^:
Td.I dHapW, r.a
"MNend.
Fl.
Fl
1,020 Fel
ASTM 3034 PVC
Dn
Or.ONMe'.
Staec Wrr L.wt.Tzzw
FL
Pisano's Dinworks
511-412005
Yre'.
P� so
Fl. I
D...V ADw.Go^a
Fy0 -bL0z TANK
GPM
Ft
SEPARATION DISTANCES
STEP
To
I Sepbc
Lift
Holding
ubiwPovate
Fran
Tank
FieldStation
Tank
se,.erLine
Anchorage Tank
1,500
w.a
>200'
>200'
WA
>25'
Steel
Two (2)
sur.c.wdr
>100'
I
>100,
WA
LIFT STATION
LAX 1.11111P
>5'
>10,
WA
Gat
Fa.ddm
>5'
>5'
WA
"mp°" "
In
h.
C~Dw,
None
Noted
Puny Mdu A Mood
E" it p' parka Ey.
R�
BENCH MARK
Back Deck Northeast Comer
Mr.,re EMv.avt
100.0 FL
Engineers Stamp
OU A •
•S
Inspections performed by: TLK
Dates: 1d 5/1/2005
? ai 49 ;„„ �0
2n° 5/4/2005
Department Health
d.l
•,� —• ••.•...;... ,
V CU_: E. AY:C45D4 W r
•,
of
and Human Services approval
s' No.. cE_ays• r d
Reviewed and approved b :
(R... •oval
Date:
• o P
•44
,5„ �.•
Municipality of Anchorage
Permit Number. SW050102 DEVEOPMENT SERVICES DEPARTMENT
4700 Bragaw Street. Anchorage, AK 99519-6655 - 343-7904 Page 2 of 3
On -Site Wastewater Disposal System or Well Inspection Report PID No. 051-821-17
NO=WOODS CIRCLE
0
M
15'T.&E
SV 1 23.4-115.5-
12;
3.4'115.5'
Ntemate S
Adwntex Treatment System
GLENN VIEW ESTATES NORTH
LOT 4, BLOCK 1
PLAN AS -BUILT
SCALE V - 50'
1
�
1
Frye Bedroom
Rome
A
a
c
1.0'
102
A
9.4'
12.9'
C
7.3'
37.1'
8.4'
55.8'
S2
19.1'
22.3'
Sv
• M2
82.1'
43.1'
M
38.1,
23.5'
C7
...
®nn @
SV 1 23.4-115.5-
12;
3.4'115.5'
Ntemate S
Adwntex Treatment System
GLENN VIEW ESTATES NORTH
LOT 4, BLOCK 1
PLAN AS -BUILT
SCALE V - 50'
Municipality of Anchorage Page 3 of 3
DEVEOPMENT SERVICES DEPARTMENT
4700 South Bragaw Street Anchorage, AK. 99519-6655 - 341J7 04
On -Site Wastewater Disposal System or Well Inspection Report
Permit Number. SWO50102
N / N UU N
PID No. 051-821-17
2U SU
M11)
Su
92.0
95.3
Geotextlle Fabric
7 IlralnPleld Rock
84' (Bed Length)
PROFILE AS -BUILT -
Scale: t--10'
DEPTI I
(Tcd)
I-
2'
3
4
5
6
7
8
9
10-
11-
12-
13-
14-
15-
16-
17-
18-
19-
MUNICIPALITY OF ANCHORAGE
DEVELOPMENT SERVICES DEPARTMENT
4700 SOUTH BRAGAW STREET ANCHORAGE, AK 99519-6650
SOILS LOG - PERCOLATION TEST
LEGAL DESCRIPTION: LOT 4, BLOCK I, GLENN VIEW ESTATES NORTH S/D
PERFORMED FOR: SPINELL HOMES
DATE: 5/1/2005 PROJECT No.: M0515
PARCEL ID#: TECIINICIAN: T. L. KIMBROUGH
TEST HOLE # 3
OB/OG
SILTY -SANDS W/ GRAVELS
SM -GM
E
SITE PLAN
THIO
O
TH2
O
TH3
WAS GROUND WATER ENCOUNTERED? YFS
IF YES (R WIUTORING:^ 6
DEPD I OF WATER AFTER MONITORING: 6' <S%
DATE OF MONITORING: b/D2005
DATE
READING
GROSS TIME
(MINUTES)
NET TIME
(MINUTES)
DEPTH of
WATER
(INCHES)
NET DROP
(INCHES)
5/1/05
TEST HOLE PRESOAKED PRIOR TO TESTING:
1
1210
9.75:
CHARGE
2
1240
30
8.88'
0.87'
3
1241
9.5'
RECHARGE
4
1311
30
8.75'
0.75'
5
1312
9.63'
RECHARGE
6
1342
30
8.88'
0.75'
PERCOLATION RATEL40 (MINANCII) PERC. HOLE DIA. 6 (INCHES)
TEST RUN BETWEEN: 4_5 FT. and 5_5 FI'.
COMMENTS: TEST HOLE PRE SOAKED PRIOR TO TEST. SAME MATERIAL AS THI AND TH2.
TEST PERFORMED BY ANDERSON ENGINEERING. 1, MICHAEL E. ANDERSON CERTIFY THAT
TIIIS WAS PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPLE GUIDELINES IN EFFECT ON THIS
DATE:
Existing Ground
LOT 4, BLOCK 1, GLEN VIEW ESTATES NORTH
SUBDIVISION
DESIGN FACTORS:
(ALTERNATE SITE)
SYSTEM REQUIREMENTS:
5 Bedroom Home Raised Bed System
Perc. Rate: 40 Min./inch 5 Bedroom Advantex Treatment System
Application Rate: 1 GPD/SF 500 Gallon Add On Lift Station
Raised Bed Absorption System
5 Bedrooms X 150 GPD/1 GPD/SF = 750 SF Absorption Area
750 SF/15 SF (Width) = 50 LF Bed Length
THEREFORE: Construct a Raised Bed 50' Long x 15' Wide as Shown Below.
Place Distribution Piping at Original Ground Surface. Remove Organics and Fill and Place
Coarse Sand to Provide 4' Separation From Groundwater. Place Insulation
and 2' of Cover Over Bed or Mound Over Bed Minimum of 3'. Place 4' of Fill Over Tank.
.5'
.5'
1'
or
As Required
Top 6' of Mound Must Be Topsoiled
and Vegetated to Prevent Erosion.
Natural Backfill
2' Insulation 8 2' Cover (Min.)
O O O
Drainfield Rock 1
Coarse Sand (See Specification)
As Required for Levelling
And Replacement of Fill and Organics.
In Situ GM Soil
2.5' 5' 5' 2.5
NOTE: Grade Area Surrounding Bed to Drain Away.
Minimum 6' Separation From Bedrock.
Minimum 4' Separation From Groundwater.
Minimum 200' Separation From Wells in the Area.
Minimum 100' Separation From Surface Water or Streams.
Minimum 10' Separation From Water Service Line.
'PVC
I/16' Holes Existing
0 Each Lateral 9
49th
Michael E. Anderson
No. CE4381
a
Permit Number: SWO50102
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
ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT
Initial
Date Issued: Apr 27, 2005
Expiration Date: Apr 27, 2006
Parcel ID: 051-821-17
Legal Description: GLENN VIEW ESTATES NORTH SUBDIVISION BLOCK 1 LOT 4
Design Engineer: 00 14 Anderson Engineering Site Address: 23464 NORTHWOODS CIRCLE 44
Owner Name: SPINELL HOMES, INC Lot Size: 48622 SQ. FT.
Owner Address: 23464 NORTHWOODS CIRCLE 44 Total Bedrooms: 5 Permit Bedrooms: 5
PETERS CREEK, AK 99567 -
This permit is for the construction of.
RV Disposal Field E] Septic Tank E] Holding Tank F] Privy Private Well E] 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 AJaska
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.
5. The following special provisions.
NEED TO DO 2 NEW TEST HOLES TO COVER FOR RESERVE LOCATION AND AND GROUNDWATER
iMONITORING THRU 5115105.
Received By:
Date: 4 -
Issued By: Date:
Municipality of Anchorage
Development Services Department
Building Safety Division
On -Site Water and Wastewater Program
P.O. Box 196650 Anchorage, AK 99519-6650
4700 South Bragaw St.
www.ci.anchorage.ak.us
(907) 343-7904
ON-SITE SEWER/WELL PERMIT APPLICATION
FOR A SINGLE FAMILY DWELLING
Parcel I.D. n'51 -sol- )*q Permit Number SW
Property owner(s) Spinell Homes, Inc. Day phone 344-5678
Mailing address (1) 1900 W. Northern Lights Blvd. Suite 200 Anchorage, AK 99517
Mailing address (2)��11 Northwoods Circle LIH ZiD Code 5256?�
Legal description (Lot, Block& Sub'd.) Lot 4, Block 1, Glenn View Estates North Subdivision
Legal description (Section, Township & Range)
Lot Size 48,622 SF Acres/Sq.Ft.
THIS APPLICATION IS FOR:
Number of Bedrooms Five (5)
Sewer Only Well Only E]
Sewer and Well Water Storage El
Sewer Upgrade El
THIS PROPERTY CONTAINS:
HotTub El Jacuzzi 11
Swimming Pool 11 Water Softening Unit El
Therapy Pool El
I certify that the above information is correct. I further certify that this application is being made for a
Single Family Dwelling and is in accordance with applicable Municipal Codes.
MA_44-ax
(Signature of property owner or authorized agent)
Permit Fees: QUO - Waiver Fees:
Date of Payment: j 171 L5 Date of Payment:
Receipt Number: _In�- Receipt Number:
(Rev. 122/00) 63 (0 �1
ANDERSON ENGINEERING
P.O. BOX 240773
ANCHORAGE, AK 99524
522-7773 522-6779 (FAX)
Aphl23,2005
Municipality of Anchorage
Development Services Department
On -Site Water and Wastewater Program
4700 South Bragaw Street
Anchorage, AK 99519-6650
Subject: Lot 4, Block 1, Glenn View Estates North Subdivision
Septic System Design and Permit Application
Impacts to Adjacent Properties
Dear Onsite Services Engineer:
The owner of Lot 4, Block 1, Glenn View Estates North Subdivision intends to construct
a new five -bedroom home on the lot. We are therefore requesting a permit be issued
for the construction of a new septic system to serve the new home. The subdivision is
currently served by a community water system. No conflicts exist with adjacent septic
systems or wells and the proposed septic system on this lot. The attached Site Plan
and backup documentation identify the location and configuration of the proposed
septic system and alternate site. The current drainage pattern is identified on the Site
Plan. The drainage pattern will be maintained after development of this lot is complete.
Test holes recently placed on the lot indicated silty gravel with minor amounts of sand in
the area of the absorption trench and alternate site. The accepting soils were tested
and found to have a percolation rate of between 40 minutes per inch and 60 minutes
per inch. The system is designed with an application rate of .3 GPD/SF. Groundwater
was found in the test holes during placement at 10' below the surface and was
monitored during the ensuing period at 7.5' below the surface. Our design includes the
placement of a new 1,500 -gallon septic tank along with 2 - 84' long and by 15' wide
absorption beds to collect and treat the sewage generated in the house. The bottom of
the beds will be 2.5' below the surface. The distribution pipe will be 2' below the
surface. A flow splitter valve will be installed to insure even flow to each bed. A
minimum of Tof cover will be placed atop the beds and a minimum of 4'of cover will be
placed atop the new septic tank.
The ground surface on the lot slopes at varying grades from north to south as shown on
the Site Plan with steep slopes near the south end of the lot. The absorption beds will
Lot 4, Block 1, Glenn View Estates North Subdivision
April 23, 2005
Page Two
be constructed parallel with the slope of the ground surface as much as possible in
conformance with Municipal requirements. The new septic system will be constructed a
minimum of 10', from the water service proposed for the lot and on adjacent lots. It will
also be constructed a minimum of 100'from any surface water in the area.
If the system is constructed in accordance with our design the following statements
apply:
The system, if constructed as designed, will have no adverse impact on the wells
in the area or those to be constructed in the future.
2. The system, if constructed as designed, will have no adverse impact on existing
septic systems in the area or those to be constructed in the future.
3. The system, if constructed as designed, will have no adverse impact on reserve
space, either surface or subsurface, on any lots located in the area.
4. The system, if constructed as designed, will have no adverse impact on drainage
patterns in the area. The current drainage pattern will be maintained.
Sincerely,
VU4��
Lat-o�
Michael E. Anderson, P.E.
Attachments
15' T. & E.
2003-94
GLENN VIEW ESTATES NORTH
LOT 4, BLOCK 1
48.622 S.F.
0
MICHAEL r ANDERSON
E-1
FEE]
'0'�TH�00DS CIRCLE
ci
EOGARACE S
EL. - 98'
FIN. FLR.
EL - 99.5'
Five Bedroom
House
�..'Okn� -1--LT,-J,-
2 — 84' L�g x 15' Wde
5% Alosorptioo Beds
6�2
Ajtemcte Ste
m Vi
SITE PLAN
SCALE V = 50'
ED
LOT 4, BLOCK 1 , GLENN VIEW
ESTATES NORTH SUBDIVISION
DESIGN FACTORS: SYSTEM REQUIREMENTS:
5 Bedroom Home Shallow Bed System
Perc. Rate: 30-60 Min./Inch 1,500 Gallon Septic Tank
Application Rate: .3 GPD/SF .5' Effective Depth
5 Bedrooms X 150 GPD1..3 GPD/SF = 2,500 SF Absorption Area
2,500 SF/15 SF (Width) = 166.7 LF Bed Length
THEREFORE: Construct 2-84'Long x 15'Wide Shallow Bed as Shown Below.
Flow Line Elevation in Beds to be 2' Below Original Ground Surface. Total Depth to be
2.6 Below Existing Ground. Provide 4' Cover Over Septic Tank and 3' Cover Over Trench.
2" of Insulation and 2'of Fill Maybe Substituted for Tof Cover Over Beds.
Provide Flow Splitter Valve to Insure Even Flow to Each Bed.
Ground
Natural Backfill
4
�al_ Existing Ground
1.511 2" Insulation & 2' Cover (Min.)
.5' 0 0
.5. Drainfield Rock 4" PVC
G M
2.5' 5.
[-�44
TYPICAL BED SECTION
(NO SCALE)
NOTE: Grade Area Surrounding Bed to Drain Away.
Minimum 6'Separation From Bedrock.
Minimum 4'Separation From Groundwater.
Minimum 200' Separation From Class A Wells in the Area.
Minimum 100' Separation From Surface Water or Streams.
Minimum 10'Separation From Water Service Line.
MUNICIPALITY OF ANCHORAGE
DEVELOPMENT SERVICES DEPARTMENT
4700 SOUTH BRAGAW STREET ANCHORAGE, AK 99519-6650
SOILS LOG - PERCOLATION TEST
LEGAL DESCRIPTION� LOT L, BLOCK 1, GLENIN VIEW ESTATES NORTH S/D
PERFORMED FOR, SPINELL HOMES
DATE: L/11/2005 PROJECT No - M0515
PARCEL ID - TECHNICIAN: T. L. KIMBROUGH
DEPTH TEST HOLE #T]
(15"t)
1
2
3
4
5
6
7
8
9
SLOPE
SITE PLAN
THI 0
0 TH2
S=F FLITURf AS:.3UILT
10 BOH WAS GROUND WATER ENCOUNTEREIr N1
IF YES (9 WHAT DEMMI
DEMI OF WATER AFTER MONITORING: 81 F�
DATE or MONITOMG-.-� <b% <5%
I
DATE
READlNG
I
ROSS TIME
(MINUTES) �
NET TIME
(MINUTES)
DEPTH OF
WATER
I (INCHES)
NET DROP
I (INCHES)
L.111105
TEST HOLE PRESOAKED PRIOR TO TESTING:
I
16L.0
12.0-
CHARGE
2
1710
30
11.25"
0.75"
3
1710
12.0-
RECHARGE
4
17L.0
30
11.25'
0.75"
5
17L.0
12. 0"
RECHARGE
6
�O
30
11.25-
0.75'
PERCOLATION RATE;-/ —0(MIN/INCII) PERCJIOLEDIA. 6 INCHES)
TEST RUN BETWEEN: 4.5 FT. and 5.5 Fr.
CONINIENTS. TEST HOLE PRE SOAKED PRIOR To TEST.
TEST PERFORMED BY VETECH ENGINEERING TECHNICAL SERVICE. 1, MICHAEL E. ANDERSON CERTIFY THAT
THIS WAS PERFOR-NIED IN ACCORDANCE WITH ALLSTATE AND MUNICIPLE GUIDELINES IN EFFECT ON THIS
DATEi
MUNICIPALITY OF ANCHORAGE
I DEVELOPMENT SERVICES DEPARTMENT
4700 SOUTH BRAGAW STREET ANCHORAGE, AK 99519-6650
SOILS LOG - PERCOLATION TEST
LEGAL DESCRIPTIONi LOT L, BLOCK 1, GLENN VIEW ESTATES NORTH S/D
PERFORMED FOR, SPINELL HOMES
DATE: /./11/2005 PROJECT No - M0515
PARCEL ID#- TECHNICIAN: T. L. KIMBROUGH
DEPTI I TEST HOLE #�T]
(f"t)
2
3
4
5
6
7
8
9
1 c
I I
OB/OG
SILTY -SANDS W/ GRAVELS
SM -GM
ZOM
SITE PLAN
n THI
0 0
TH2
S=E FUTURC ASBUILT
WAS GROUND WATER ENcoUNmTr.RED? N1
IF YES (e WHAT D=
DEPTH OF WATER AFTERNIONtTO 10, <5%
DATE OF NIONITORING� V I I
DATE
READING
G70SS TIME
MINUTES)
NET TIMEJ
I (MINUTES)
DIWEPTH OF
ATER
(INCHES)
INET DROP
(INCHES)
4/11/05
TEST HOLE PRESOAKED PRIOR TO TESTING:
1
1630
12.0-
CHARGE
2
1700
30
11.25*
0.75"
3
1700
12.0-
RECHARGE
4
1730
30
11.25'
0.75"
5
1730
12.0"
RECHARGE
6
1800
30
11.25'
0.75"
PERCOLATION RATELL0 (MIN/INCII) PERC.IIOLEIDIA. 6 INCHES)
TEST RUN BETWEEN: 1.5 FT.and5.5 FT.
COMMENTS. TEST HOLE PRE SOAKED PRIOR To TEST.
TEST PERFORIMED BY VETECH ENGINEERING TECHNICAL SERVICE. I,I%IICIIAEL E. ANDERSON CERTIFY THAT
THIS WAS PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPLE GUIDELINES IN EFFECT ON THIS
DATE�
ON-SITE WASTEWATER DISPOSAL SYSTEM
CONSTRUCTION AND MATERIAL SPECIFICATIONS
SUBJECT: LOT 4, BLOCK 1, GLENN VIEW EST. NORTH SUBDIVISION
GENERAL:
The scope of this project includes the procurement and placement of a
new 1,500 -gallon septic tank at the location shown on the Site Plan.
Work also includes the construction of 2 new absorption beds each 84'
long X 15'wide also at the location also shown on the Site Plan and at
the configuration shown. The distribution line in the beds will be
placed at 2' below the existing ground surface. The total depth of the
beds will be 2.5'. A flow splitter valve must be placed to insure even
flow to each bed. The new tank and absorption beds must be placed
a minimum of 10'from the water service on the lot. They must also be
placed a minimum of 100'from any surface water.
2. Construction shall be in accordance with the approved site plan,
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 all underground utility
locates and for the layout of the septic system and verification of the
location of all lot lines.
4. Unless specifically agreed otherwise, the contractor shall be
responsible for final grading areas subsequently depressed from soil
settling. Property owner shall be responsible for revegetation of
affected areas unless specifically agreed otherwise.
5. Contractors installing wastewater disposal systems must be certified
by the Municipal Department of Health and Human Services for
system installations. Owners installing their own systems must receive
prior approval from D.H.H.S. before beginning system installation.
SEPTIC TANK INSTALLATION
1. A new 1,500 -gallon septic tank must be procured from an approved
source and installed at the location shown if the existing septic tank is
found to be defective.
2. A septic tank is to be constructed by a certified septic tank
manufacturer. Construction shall include two 4" cleanouts for pumping
access.
3. The septic tank shall be sufficiently bedded to prevent settling or
shifting of the tank.
Lot 4, Block 1, Glenn View Estates North Subdivision
April 20, 2005
Page 2 of 3
4. All standpipes on the septic tank shall extend a minimum of 12 inches
above final grade.
5. Tanks installed without 4'of cover shall have a minimum of 2" of direct
burial insulation.
6. A foundation cleanout shall be installed one to four feet from the
building foundation. Two cleanouts are required between the tank and
the drainfield.
7. Final grading over the tank shall be such that a positive slope exists
away from the septic tank.
DRAINFIELD CONSTRUCTION:
The drainfield shall be constructed to the dimensions shown on the
design. The bottom of the bed shall be within 2" of level.
2. Distribution piping must be placed level with perforations down atop a
level bed of drainfield rock. Rock should then be placed over the pipe
to provide a minimum of 2" of cover.
3. A silt barrier or geotextile fabric must be placed between the drainfield
rock and the natural soil backfill.
4. Monitor tubes must be 4" in diameter and installed at the locations
shown on the design. The portion below ground must be perforated.
5. Contractor shall verify the septic tank and drainfield are a minimum
100' away from any private water wells in the area, 150' from a Class
"C" Well or 200'from any community well.
6. Direct bury insulation must be placed over the distribution system if
less than 3' of backfill depth is available. Finish grade over the trench
must be mounded to prevent settlement or depressions.
7. Grade area surrounding the absorption trench to drain away.
8. A minimum 2' of accepting soil is required below the drainfield rock for
a 5' wide trench. Contractor shall verify this condition prior to
placement of the rock. All pockets of unacceptable materials must be
removed and replaced.
Lot 4, Block 1, Glenn View Estates North Subdivision
April 20, 2005
Page 3 of 3
MATERIAL SPECIFICATIONS:
1. Septic tanks must be constructed by a municipally approved septic
tank manufacturer.
2. The following pipe materials are approved for use in septic system
installations in the Municipality of Anchorage:
Cast Iron (perforated and solid), ASTM D3034 or P.V.C. (perforated
and solid), ASTM F810 or H.D.P.E. (perforated, but not solid) and
ASTM D2662 or A.B.S. (perforated and solid).
3. Insulation shall be at least 2" thick extruded direct burial polystyrene
(Dow Chemical Co. Styrofoarn HI or equal).
4. Septic tank inlets and outlets shall be fitted with watertight couplings
(Caulder, Femco, or equal).
5. A permeable geotextile fabric (Typar, Mirafi or equal) must be installed
between the final drain rock layer and the native soil layer.
6. All drain rock shall be .5" to 2.5" in diameter with less than 3% passing
the #200 sieve.
COARSESAND:
1. Coarse Sand must be graded as follows:
50% Passing No. 4 Sieve
3% Passing No. 100 Sieve
1 % Passing No. 200 Sieve
INSPECTIONS:
Municipal Ordinance requires a minimum of two inspections. These
inspections must be conducted under the supervision of a professional
engineer registered in the State of Alaska. The first inspection must be
conducted after the excavation of trenches, beds or pits and before the
installation of any gravel. A septic tank may be set in place, but may not
be backfilled.
The second inspection must be conducted after the placement of the
geotextile fabric, gravel, distribution piping, standpipes, cleanouts and
insulation. No backfill should be in place at the time of inspection.
Contractor shall provide a copy of all field survey layout and construction
notes for use in preparing the certified as -built of the completed system.
Municipality of Anchorage
Development Services Department
Building Safety Division
On -Site Water and Wastewater Program
4700 South Bragaw St.
P.O. Box 196650 Anchorage, AK 99519-6650
www.ci.anchorage.ak.us
(907) 343-7904
ON-SITE SEWERIWELL SUBMITTAL COMMENT SHEET
To:
Legal description: GLENN VIEW ESTATES NORTH SID BLOCK I LOT 4
The attached paperwork has been reviewed and is being returned for the following reasons:
Original signature or stamp missing on
Calculation error in design. _
E] Additional soils information needed.
F] Water monitoring results inadequate.
E] Discrepancy in information submitted.
El Topographic information missing or inadequate.
incomplete; missing
incomplete; missing
Additional adequacy test information needed.
Water sample unacceptable. _
E] Measured/proposed distances/dimensions missing.
M Locations of all soils, percolation and water monitoring tests not shown.
Proposed system too deep for soils Information submitted.
Well log required.
E] Omission in narrative.
insufficient fill over tank or field._
Other. -RECHECK ABSORBTION BED NUMBERS, OPENING LETTER NUMBERS DIFFER FROM CROSS.
SECTIONALVIEW.
-NEED TO DO 2 NEW TEST HOLES TO COVER FOR RESERVE LOCATION AND AND ADDITIONAL GROUNDWATER
MONITORING THRU 5/15/05.
Name of reviewer: JOE GOODALL
Date: 4125/2005
Please supply the necessary information and re -submit your request.
EPt4M
MUNICIPALITY OF ANCHORAGE
4.
Development Services Department •- Phone: 907-343-7904
On-Site Water & Wastewater Section — Fax: 907-343-7997
Certificate of On-Site Systems Approval
Parcel I.D. 051-821-17 Expiration Date: g 10_ZD2
1. GENERAL INFORMATION
Complete legal description Glenn View Estates North B1 L4
Location (site address) 23464 Northwoods Cir.
AnthonyMarciaPerry
&
Current property owner(s) Day phone
Mailing address Same
Real estate agent Day phone
2. TYPE OF DWELLING:
0 Single Family(w/wo ADU)
❑ Duplex
❑ Multiple Dwellings (Single Family and/or Duplex)
3. NUMBER OF BEDROOMS: 5
4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL:
Private Well ❑ Private Septic 0
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 $ 557) Waiver Fee $
Date of Payment 5709 9 Date of Payment
Receipt Number 03/7-36? Receipt Number
COSA# 105C'.l`7 N yO Waiver#
5. STATEMENT OF INSPECTION BY ENGINEER
As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation, based on procedures
outlined in the Certificate of On-Site Systems Approval Guidelines for this application, shows that the on-site water supply and/or
wastewater disposal system is (are) safe, functional and adequate for the number of bedrooms and type of structure indicated
herein. I further verify that based on the information obtained from the Municipality of Anchorage files and from my investigation and
inspection, the on-site water supply and/or wastewater disposal system is (are) in compliance with all applicable Municipal and State
codes, ordinances, and regulations in effect at the time of installation.
In conducting an adequacy test, I attempt to provide a thorough, conscientious engineering analysis of the system in accordance with MoA
COSA guidelines and regulations. The reported results describe the performance of the system under the conditions encountered at the
time of the test, and separation distances measured to readily identifiable features. The operational life of all wells and septic systems
depend on the local soil condition,ground water levels that may fluctuate during the year, and the water usage of the family being served by
the system.These conditions are outside the control of the evaluator of this system.All systems eventually fail and satisfactory test results
do not guarantee future performance of the system, nor do they guarantee that there are no hidden defects or encroachments. Therefore
we cannot provide any warranty for future performance, nor can we estimate remaining life of the system.The content of this report is for the
sole benefit of the owner listed above.
Name of Firm Pannone Engineering Services Phone (907) 745-8200
Address P.O. Box 1807 Palmer, AK 99645
Engineer's Printed Name Steven R. Pannone P.E. Date Qi®6'O
6. DSD SIGNATURE * S4111 •
TM i' •'*
System #1 Approved for S bedrooms $}eve'ri -�•antione
CE System #2 Approved for bedrooms 8149 .;�
+•. '"
o.'• 5 .
Disapproved t ''
Conditional approval for bedrooms, with the following stipulations:
�.\-cY A tOF(f(ic((62.
ON-Sf rE rn
..� w/\TER AND
11.''o WASTEWF.TEP c .�
PROGti���►
r)�
))))))))t',mw
—17 By: - Original Certificate Date: /O
The Municipality of Anchorage Development Services Division (DSD)issues Certificates of On-Site Systems Approval(COSA)based only upon the
representations given in paragraph 5 by an independent professional civil engineer registered in the State of Alaska. The Municipality of Anchorage is
not responsible for errors or omissions in the professional engineer's work.
7. ATTACHMENTS:
COSA Checklist X Nitrate Advisory
Septic System Advisory Arsenic Advisory
Well Flow Advisory Other
COSA Checklist b[ue sheet
COSA Checklist
Legal Description: Glenn View Estates North B1 L4 Parcel ID: 051-821-17
If more than 1 septic system on lot: COSA Checklist# of Structure served by this system 1
A. WELL DATA
❑Well log is filed with Onsite (or attached) Well production at time of test gpm
Date drilled Water storage tank volume gallons
Total depth ft Well disinfected for coliform test? ❑Yes ❑No
Cased to ft ❑ Coliform bacteria is Negative
❑ Sanitary seal is functioning correctly Nitrate mg/L ❑ Nitrate less than MRL (ND)
❑ Wires are properly protected Arsenic ug/L ❑ Arsenic less than MRL (ND)
Casing height(above ground) in. Collected by
Date of flow test for COSA Date of Sample
Static water level at beginning of test ft.
Comments Public Water
B. TANK DATA C. LIFT STATION
Age of tank(s) 14 years ❑ Required maintenance completed
Tank type/material Age of lift station years
Measured operating fluid level in septic tank 48° Lift station material /
0 /1
Standpipes/foundation cleanout per record drawing Comments: // Q
Date of pumping 4/12/2019 ( I
D. ABSORPTION FIELD DATA Shallow Bed
Which system tested (date installed) 5/4/05 Adequacy test date 4/26/19
EU ALL standpipes present per record drawing Results ❑✓ Pass For 5 bedrooms
Total measured depth from grade 5-4 ft(max) Fluid depth prior to test 0 in
Measured depth to pipe invert from grade 4.5-3.5 ft(min) Water added 750 gal
❑ N/A—pressurized field
New depth 3 in
0 Monitor tubes go to bottom of effective. If not, state
Elapsed time 120 min
depth into effective .Star-ka r
0 Code-required soil cover over field Final fluid depth 1 in
❑
Absorption rate <750 gpd
System presoaked
(Required if vacant for greater than 30 days prior to Any rejuvenation treatment (past 12 months) n/a
date of test)
Gallons introduced gallons If yes, enter date
Comments/Deficiencies:Appears east side monitor tubes have 1-2 inches of debris/sludge in bottom.
COSA Checklist yellow sheet
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' Community Sewer Manhole/Cleanout > 100'
E Yes if No ft ❑✓ Yes if No ft
Neighboring Tank > 100' 0 Yes if No ft Private Sewer/Septic Line > 25' 0 Yes if No ft
Absorption Field on Lot > 100' 0 Yes if No ft Holding Tank > 100' 0 Yes if No ft
Neighboring Absorption Fields > 100' Animal Containment > 50' ✓0 Yes if No ft
0 Yes if No ft
Manure/Animal Excreta Storage > 100'
Community Sewer Main > 75' 0 Yes if No ft 0 Yes if No ft
From Septic/Holding Tank on Lot to: (Please enter distances if less than required)
Building Foundations > 10' ✓0 Yes if No ft Surface Water > 100' 0 Yes if No ft
Property Line > 5' ✓0 Yes if No ft Wells on Adjacent Lots:
Absorption Field > 5' 0 Yes if No ft Private Wells > 100' 0 Yes if No ft
Water Main > 10' 0 Yes if No ft Community Wells > 200' 0 Yes if No ft
Water Service Line > 10' ✓0 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' Q✓ Yes if No ft If absorption field is under driveway comment below
Property Line > 10' 0 Yes if No ft Wells on Adjacent Lots:
Water Main > 10' ✓0 Yes if No ft Private Wells > 100' 0 Yes if No ft
Water Service Line > 10' 0✓ Yes if No ft Community Wells > 200' 0 Yes if No ft
Surface Water> 100' 0 Yes if No ft
F. ENGINEER'S COMMENTS
G. ENGINEER'S CERTIFICATION ,1 OFADgs�k
I certify that l have determined through field inspections and review /y''c0.• - •:9 r)�
of Municipal records that the above systems are in conformance with *•. 49 TH, • . fil
MOA COSA guidelines in effect on this date. / p , 0 V • • • • 0
G ?CSC(
C( ever, F. Purr:.ne d
COSA Checklist yellow sheet
• Municipality of Anchorage
On -Site Water and Wastewater Program
(907)343-7904
CERTIFICATE OF ON-SITE SYSTEMS APPROVAL
Parcel I.D. 051-821-17 Expiration Date: - 0 - /-S--
1. GENERAL INFORMATION
Complete legal description GLENN VIEW ESTATES NORTH BLOCK�LOT 4
Location (site address) 23464 NORTHWOODS CIRCLE CHUGIAK AK 99567
Current Property owner(s) JOHN & JANE HEBERT Day phone
Mailing address
Real Estate Agent
23464 NORTHWOODS CIRCLE, CHUGIAK, AK 99567
2. TYPE OF DWELLING:
® Single Family (w/wo ADU)
❑ Duplex
❑ Multiple Dwellings (Single Family and/or Duplex)
Day phone
3. NUMBER OF BEDROOMS: 5
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:
f r
Received by -
Date:
Date:
COSA to be released to't gineer, unless otherwise requested by the engineer.
COSA Fee $ 1-A17
1i O —
Date of Payment 11�p 1-;s
Receipt Number
COSA# (°)5C-1
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.
Name of Firm ARCTERRA CONSULTING, INC. Phone 868-3791
Address 20441 PTARMIGAN BLVD., EAGLE RIVER, AK 99577
Engineer's Printed Name KENNETH M. DUFFUS Date 9/12/13
Engineer's Comments: This investigation was completed in compliance with ADEC and MOA regulations. 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 inland use, local soil characteristics, groundwater levels that may fluctuate
during the year and the water usage of the family being served by the system. The operational life of all well and septic systems are
subject to these various and dynamic characteristics and are outside the control of the
evaluator of the well and septic system. Therefore,
ArcTerra can not give any estimate of how long a �`Nt,
system will function satisfactory for current or future
OF4 \
occupants or can ArcTerra guarantee that no unseen L,�� 1,
encroachments, deficiencies or discrepancies exist.
s
1
,0' 4TH
6. DSD SIGNATURE
/ 7 ( ' KKK UFF /
1/ System #1 Approved for 7 bedrooms.
System #2 Approved for bedrooms. \ F�rEssro
Disapproved.
Conditional approval for bedrooms, with the following stipulations:
--N tOF AAI , f
By: Original Certificate Date: c'1-11-13
The - ici ity of n orage Development Services Division (DSD) issues Certificates of On -Site Systems Approval (COSA) based only
upon the representations given in paragraph 5 by an independent professional civil engineer registered in the State of Alaska. The Municipality
of Anchorage is not responsible for errors or omissions in the professional engineer's work.
7. ATTACHMENTS:
COSA Checklist X Nitrate Advisory
Septic System Advisory Arsenic Advisory
Well Flow Advisory Other
COSA blue sheet_iaial2.tloc
If more than 1 septic system is on the tot:
COSA Checklist # _of _
Structure served by this system _
Certificate of On -Site Systems Approval Checklist
I
Legal Description: GLENN VIEW ESTATES NORTH BLOCK. LOT Parcel ID: 051.821-17
A. WELL DATA – PUBLIC WATER
Well type If A, B, or C provide PWSID # _ Well Log (YIN)
Date completed Sanitary seal (YIN) Y Wires properly protected (YIN)
Total depth _ft. Cased to _ft. Casing height (above ground) _in.
FROM WELL LOG AT INSPECTION
Date of test
Static water level
Well production g.p.m. g.p.m.
WATER SAMPLE RESULTS:
Coliform —colonies/100 mL Nitrate _mg/L
Arsenic: ug/L Date of sample: Collected by:
B. SEPTIC/HOLDING TANK DATA
Tank Type/Material SEPTIC 1 STEEL Date installed 51112005
Tank size 1500 gal. Number of Compartments 2 Cleanouts (Y/N) Y
Foundation cleanout (YIN) Y Depression over tank (YIN) N High water alarm (YIN) N
Date of pumping t75/'20t3 Pumper SANITARY
C. ABSORPTION FIELD DATA
Date installed 51412005 Soil rating (g.p.d./ft2 or felbdrm) 0.3 System type SHALLOW BED (2 FIELDS)
Length 168 ft. Wdth 15 ft. Gravel below pipe 0.5 ft.
Total depth 4.1.4.25 ft. (Measured 9/10113) Eff. absorption area 1020 f:2 Monitoring tube Y Depression over field N
Date of adequacy test 9110113 Results (Pass/Fail) PASS For 5 bedrooms
Fluid depth in absorption field before test 010 in.
Elapsed Time: 1440 min. Final fluid depth 012 in.
Water added 6701400 gal. New depth 114 in.
Absorption rate >= 750+ g.p.d.
Any rejuvenation treatment (past 12 mo.) (YIN & type) N If yes, give date
D. LIFT STATION
Date installed
"Pump on" level at _ in.
Datum
Size in gallons
"Pump off"level at _ in.
Cycles tested
E. SEPARATION DISTANCES - PUBLIC WATER
WELL ON LOT TO:
Septic tank/lift station on lot
Absorption field on lot
Public sewer main
Sewer /septic service line
Animal containment areas
SEPTIC/HOLDING TANK ON LOT TO
Manhole/Access (YIN)
High water alarm level at
Meets alarm & circuit requirements?
On adjacent lots
On adjacent lots
Public sewer manhole/cleanout
Holding tank
Manure/animal excrete storage areas
Building foundation 5'+ Property line 5'+ Absorption field 54
Water main 104 Water service line 104 Surface water 1004
Wells on adjacent lots 2004
ABSORPTION FIELD ON LOT TO:
Property line 10'+ Building foundation 104 Water main 10'+
Water Service line 101+ Surface water 1004 Driveway, parking/vehicle storage 10'+
Curtain drain 50'+(NONE KNOWN) Wells on adjacent lots 2004
F. COMMENTS
G. ENGINEER'S CERTIFICATION
i certify that I have determined through field inspections and review of
determined through field inspections and review of Municipal records that
inspections and review of Municipal records that the above systems are in
Municipal records that the above systems are in conformance with MOA
above systems are in conformance with MOA COSA guidelines in effect on
conformance with MOA COSA guidelines in effect on this date.
COSA guidelines in effect on this date.
on this date.
Engineer's Printed Name KENNETH M. DUFFUS
Date 911212013
COSA brown sheet 10-10-12.doc
in.
Municipality of Anchorage
Development Services Department
Building Safety Division
OnSfte Water and Wastewater Program
4700 Bragaw Street
P.O. Box 196650
Anchorage, AK 99519.5650
www.muni.org/onsite
(907) 343-7904
CERTIFICATE OF ON-SITE SYSTEMS APPROVAL
FOR A SINGLE FAMILY DWELLING
Parcel I.D. 051-821-17
1. GENERAL INFORMATION
COSA# 0(&M
Expiration Date:
Complete legal description Lot 4, Block 1, Glen Yew Estates North Subdivision
Location (site address)
23464 Northwoods Circle
Current Property owner(s) Spineli Homes, Inc.
Mailing address
Lending agency
Mailing address
Real Estate Agent
Mailing Address
Day phone 344-5678
1900 W. Northem Lights Blvd., Suite 200 Anchorage, AK 99517
Unless otherwise requested, COSA will be held by DSD for pickup.
2. NUMBER OF BEDROOMS: Five (5)
3. TYPE OF WATER SUPPLY:
Individual Well ❑
Individual Water Storage ❑
Community Class Well ❑
Public Water System 0
Day phone
Day phone
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 Onsite 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 Onsite 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 -She 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. (Certficates 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 -She 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. 1 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 Anderson Engineering Phone 522-7773
Address P.O. Box 240773 Anchorage, AK 99524
Engineer's Printed Name Michael E. Anderson, P.E.
I
6. DSD SIGNATURE
_fL Approved for _01 bedrooms.
Disapproved.
Date 7/21/2006
Conditional approval for bedrooms, with the following stipulations:
ruwu nucnu.
COSA Checklist X Arsenic Advisory
Septic System Advisory
Well Flow Advisory
Nitrate Advisory
Maintenance Agreements
Supplemental Engineer's Report
Other
By, !J. Pd� Original Certificate Date: 7' 02 ✓`
Municipality of Anchorage
Development Services Department
Building Salaty Division
OnSfte Water& ftstewaW Program
47W Bragaw, Street
P.O. Banc 196650
Anchorage, AK 99519-6650
vwwrmemi.org/onalte
(907) 343-7904
CERTIFICATE OF ON-SITE SYSTEMS APPROVAL CHECKLIST
Legal Description: Lot 4. Block 1, Glen View Estates Nath SubdkWm Parcel ID. 051-821-17
A. WELL DATA
Wen We _ H A, B. or C provide PWSID S _ Well Log (YIN)
Date completed _ Sanitary seal (YIN) _ Wires property protected (Y/N)
Total depth tL Cased 10 fL Casing height (above ground) in.
FROM WELL LOCI AT INSPECTION
Date of test
Staflo water level it. It.
Well production g.p� g.p.m.
WATER SAMPLE RESULTS:
Conform coloniesM00 mL Nitrate mnglL Other bacteria colontes/100 mL
Arsenic _ mgn Date of sample: _ Collected by:
S. SEPTICIHOLDING TANK DATA
Tank TypdMaterial Sep8r15teel Des installed SM/05.
Tank ate 1_A gat Number of Compartments 2 Cleanouts (Y/N) Y
Foundation clearrout (Y" Y Depression over tank (YIN) N High water alarm (Y" N
Date of pumping New Construction Pump
C. ABSORPTION FIELD DATA
Date Installed fin-V05 Soil rating (g.p dAt2 or fe1bdmn) •3 GP=F System type Shallow Bed
Length 188 R Width 15 fi. Gravel below pipe •5 fi.
Total depth --92--A Etf. absorption area jAMfe Monitoring tube Y Depression over field N
Date of adequacy test Results (Pass/Fall) For _ bedrooms
Fluid depth In absorption field before test in. Water added gal. New depth in.
Elapsed Time: min. . Final fluid depth In. Absorption rate :,— g.p.d.
Any rejuvenation treatment (past 12 mo.) (YIN R type) If yes, give date
D. UFT STATION
Date installed Site in gallons
Manhole/Access (YM)
'Pump oM level at _ in. 'Pump cfr level at _
in. High water alarm level at in.
Datum Cycles tested
Mears alarm b droit mq *wneft7
E. SEPARATION DISTANCES
SEPARATION DISTANCES FROM WELL ON LOT TO:
Septic tank lift station on lot
On adjacent lots
Absorption field on lot
On adjacent lots
Public sewer main
Public sewer manhole/deanout
Sewer /septic service One
Holding tank
Animal containment areas
Manure/animal excrete storage areas
SEPARATION DISTANCES FROM SEPTICIHOLDING TANK ON LOT TO:
Building foundation >S Property One >S
Absorption field >10'
Water main >10' Water service line
>10' Surface water >100'
Wells on adjacent lets >200'
SEPARATION DISTANCE FROM ABSORPTION FIELD
ON LOT TO:
Property One >10' Building foundation
>10' Water main >10,
Water Service One >10' Surface water >1W Daraway, ode starape >2S
Curtain drain None Noted Wells on adjacent kits
>200'
F. COMMENTS: Lot is Served by AWIMI Water System.
G. ENGINEER'S CERTIFICATION
I COMP that I have determined through field brspeoOOM and
review d Munk*xd records that the above systems am in
Conformance wfih MOA COSH guidelines k effect on this date.
Engineer's Printed Name Michael E. Anderson, P.E.
Date _ 7nV200e
COSA Fee $ 6 "
Data of Payment _ T 9'l 10 (p
Receipt Number
(Rev. 111a6)
Waiver Fee S _
Date of Payment
Receipt Number.
1 "=40'
2003-94
GLENN VIEW ESTATES
LOT 4,1 BLOCK
48,622 S.F.
fI
I
i
I
NO" ODS CIRCLE
�o
r)
NORTH
AS -BUILT
GASTALDI LAND
SURVEYING, LLC
JEFF A. GASTALDI, R.L.S
4726 WEST 88TH AVENUE
ANCHORAGE, ALASKA 9950,
PHONE 248-5454
GRID DATE
NW1559 2/21/2006
F.B.JOB N0.
06-01 GVEN41
I HEREBY CERTIFY THAT I HAVE SURVEYED THE
PROPERTY DEPICTED ABOVE AND THAT NO
ENCROACHMENTS EXIST EXCEPT AS INDICATED.
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.
UNDER NO CIRCUMSTANCES SHOULD ANY DATA
HEREON BE USED FOR CONSTRUCTION OR FOR
ESTABLISHING BOUNDARY OR FENCE LINES.
ANCHORAGE RECORDING DISTRICT, ALASKA
NOTE: NO CORNERS SET THIS DATE
