HomeMy WebLinkAboutHOGGARD S-10778Hogg d
0778
Municipality of Anchorage
Development Services Department
Building Safety Division
MEMORANDUM
o ¢o
DATE:
TO:
FROM:
SUBJECT:
06/06/01
Jerry T. Weaver, Jr., Platting Officer, CPD
ConS Cross, PE, Program Manager, On-Site Water & Wastewater
ents on Cases due June 7, 2001
The On-Site Water & Wastewater Program has reviewed the following cases and has these comments:
S-10700
Goodman Subdivision.
The existing well and on-site wastewater disposal system serving this proposed Lot 1
are not permitted and have not been approved by the MOA. Prior to the approval of this
request, the applicant must take the necessary action to bring these unapproved systems
into compliance with on-site water and wastewater disposal regulations. Reserve
requirements also apply.
For proposed Lot 2:
Information to satisfy the requirements specified by AMC 15.65 and AMC 21.15 must
be submitted for each lot of this proposed subdivision. This information must include,
but may not necessarily be limited to:
1. Areas designated for the original and replacement wastewater
disposal system sites must be identified and must meet all criteria
specified in AMC 15.65 including slope and slope setback
requirements.
2. Supporting documentation on water availability must be provided.
S-10777
Jewel Lake Terrace Subdivision.
No objections.
S-10778 T12N, R3W, Sec 33
,L-. The existing wastewater disposal system serving proposed Lot 2 has not been approved
~)~ ~ , by the MOA. Prior to approval of this request this system must be shown to meet all
. ~ applicable~requirements of AMC Chapter 15.65.
Comments on Cases Due June 7, 2001 Page 2
For proposed Lot 1:
Information to satisfy the requirements specified by AMC 15.65 and AMC 21.15 must
be submitted. This information must include, but may not necessarily be limited to:
1. Soils testing, percolation testing and ground water monitoring must be conducted to
confirm the suitability of this lot for development using on-site wastewater disposal
systems. Ground water monitoring must be conducted during high ground water
season in either the fall (October) or spring (April-May).
2. Areas designated for the original and replacement wastewater disposal system sites
must be identified and must meet all criteria specified in AMC 15.65 including
slope and slope setback requirements.
3. Topographical information must be submitted.
4. Supporting documentation on water availability must be provided.
MUNICIPALITY OF ANCHORAGE
COMMUNITY PLANNING AND DEVELOPMENT
P.O. Box 196650
Anchorage, Alaska 99519-6650
PRELIMINARY PLAT APPLICATION
OFFICE USE
REC'D BY:
A. Please fill in the information requested below, Print one letter or number per block.
1. Tax Identification No. 2. Street Address
3. NEW abbreviated legal description (T12N R2W SEC 2 LOT 45 OR SHORT SUB BLK 3 LOTS 34).
4. EXISTING abbreviated legal description ('1-12N R2W SEC 2 LOT 45 OR SHORT SUB BLK 3 LOTS 34) full legal on back page.
5. Petitioner's Name (Last - First)
~01(.~..-(_~i'I) CA-C V I H
Address e .,o. $,o-/.. ~ \ ~ \c~
City ~-~J O[A-o (L.~ State
Phone# ~~'- t ~° ~ ~ Zip
FAX#
7. Petition Area Acreage 8. Proposed 9.
Number Lots
6. Petitioner's Representativ~~
I
Address ~¢"'l '~- ~ '~J, 4~ 4~ %-~ A v~
City ~- r,J r_~-'~ 1"6~- ~ State
Phone# "~b~'Sz~S&r- Zip "~'~'-'0"~'-
Existing
Number Lots
10. Grid Number 11. Zone
12. Fee $ "~
13. Community Council ~'~f~l~- ~el~-
I hereby certify that (I am) (I have been authorized to act for) the owner of the property described above and that I desire to subdivide it in
conformance with Chapter 21 of the Anchorage Municipal Code of Ordinances. I understand that payment of the basic subdivision fee is
nonrefundable and is to cover the costs associated with processing this application, that it does not assure approval of the subdivision. I also
understand that additional fees may be assessed if the Municipality's costs to process this application exceed the basic fee. I further
understand that assigned hearing dates are tentative and may have to be postponed by Planning Staff, Platting Board, Planning Commission,
or the Assembly due to administrative reasons.
Date: ~(/1~ "1
20-003 (Rev. 9/98)* Front
Signature/
*Agents rrlust I~rc~ide written proof of authorization.
Co
Please check or fill in the following:
1. Comprehensive Plan-- Land Use Classification
t_ Residential
Commercial
Parks/Open Space
Transportation Related
Marginal Land
Commercial/Industrial
Public Lands/Institutions
Alpine/Slope Affected
Industrial
Special Study
2. Comprehensive Plan-- Land Use Intensity
Special Study
Dwelling Units per Acre
Alpine/Slope Affected
Environmental Factors (if any):
Wetland
1. "C"
2. "B"
3. "A"
b. Avalanche
c. Floodplain
d. Seismic Zone (Harding/Lawson)
D. Please indicate below if any of these events have occurred in the last five years on the property.
Rezoning
Subdivision
Conditional Use
Zoning Variance
Enforcement Action For
Building/Land Use Permit For
Army Corp of Engineers Permit
Case Number
Case Number
Case Number
Case Number
Legal description for advertising.
Checklist
40 Copies of Plat (Long Plat)
'30 Copies of Plat (Short Plat)
Reduced Copy of Plat (8 1/2 x 11)
Certificate to Plat
Aerial Photo
Housing Stock Map
Zoning Map
Fee
Drainage Plan
Topo Map 4 Copies
Soils Report 4 Copies
Pedestrian Walkways
Landscaping Requirements
Waiver
Water:
Sewer:
20-003 Back (Rev. 9/98) *
Private Wells
Private Septic
Community Well
Community Sys.
Public Utility
Public Utility
Brush
Trees
Trees
Trees
Trees
Dense Trees
~rom-$PIN£L~ HOt~$
I
1
I
,I
$. ].0 7 7 8 JUN 1 I 2001
!
!
Uay-0T-2001 11:45am From-$PINEL~ HOMES INC
6073,441076
T-560 P.004/006 F-O?8
· SYSTEM "L. OCA'T',iON PLAN'
·. ,~ZO Z Z 8 jun _t~t ~
t, I
oerm~ -' / e
JUN 'i ~ ~1)0~
Mg¥-Ur-~UUl 11:4uam Prm~-lPl~f~ I'~1~$ I~C ggT$441gT6 T-55g P.OO6/OQ6
DE~AR'i'MENT OF HEAL. TH & i-{UMAN $SRviCES
825 "L" :~tr'e~t, Anchorage. Ai~$ka 9~502-0650
SOILS LOG -- pE~RCOLAT[ON T~$T
2
15
18
TownshiP, R~nge, Seczion:
~ ,, - ~, · __
Short Plat Summary of Action
June 11, 2001
Page 2
8. Resolving with State DOT/PF the need for driveway permits and
locations of driveways.
9. Resolving the following with Land Use Enforcement:
ao
The plat shows less than 10-feet separation between the dwelling and
accessory structure.. Establish nonconforming rights, obtain a
variance, or relocate the accessory structure to a conforming
location, and the need for a variance for the encroachment of the
existing dwelling .into the rear yard setback of proposed Lot 1.
S-10777~ Jewel L~l~e Terrace, Lot lA & Jewell Lake Shore, Lot 3A
Approval of plat subject to:
Resolving utility easements
Carrying ·over plat notes number 2, 5, & 6 from underlying plat 98-129.
Submitting an as-built survey to Land Use Enforcement to verify
compliance with all required .yard setbacks with in relation to the new lot
hnes. ~",'
· Changing the' ~Public Utility Easement' to a ~Public Use Easement".
Placing the following note on the plat:
"The Public Use Easement is intended to preserve the area for possible
future continuation of Emerald Drive. The Municipality shall not be
responsible for the maintenance of any improvements in the Public Use
Easement until it is constructed to Municipal standards and is
dedicated."
S-10778, Ho~ard Subdivision, Lots 1/h 2
Approval of plat subject to:
Resolving utility easements. · ;. ".
Resolving the following with Development Services Department, On-Site
Water & Wastewater:
a. Bringing the unapproved system for the existing wastewater disposal
system' serving proposed Lot 2 into compliance with on-site water
and wastewater disposal regulations.
b. Info~-xnation to satisfy the requirements specified by AMC 15.65 and
AMC 21.15 must be submitted for proposed Lot 1. This information
Short Plat Summary of Action
June 11,2001
Page 3
must include, but may not necessarily be limited to:
c. Soils testing, percolation testing and ground water monitoring must
be conducted to confirm the suitability of this lot for development
using om'site wastewater disposal systems. Ground water
monitoring must be conducted during high ground water season in
either the fall (October) or spring (April-May).
d.' Areas designated for the original and replacement wastewa.ter
disposal system sites must be identified and meet all criteria
specified in AMC 15.65 including slope and slope setback
requirements.
e.. Topographical information must be submitted.
f. Supporting documentation on water availability must be provided.
4. Correcting drafting errors per Development Services comments.
5. ' Resolving lot width requirements for pl;oposed Lot 2 with Land Use
Enforcement. ::
6. Showing Rabbit Creek on the plat in relation to the proposed lots. If
within 25-feet of the ordinary high water mark provide a 25-foot stream
maintenance and protection easement as required by AMC 21.45.210.B.
7. Placing the following note on the plat if stream maintenance and
protection easement is needed: (To be resolved with Physical Planning)
"No structure shall be placed within the 25-foot stream
maintenance/protection easement."
je~T. W avert, Jr.
Platting Officer
August 31, 2001
Municipality of Anchorage
Building Safety Division
On-Site Water and Wastewater Program
4700 S. Bragaw Street
Anchorage, AK 99507
Attention: Jim Cross, P.E.
Subject:
Hoggard Subdivision, S-10778
Lot 33, Section 33, T12N, R3W, S.M.
Water Availability Study
Dear Jim:
We have studied the wells on and around Lot 33 in an attempt to predict the availability
of water for private use on the proposed two-lot subdivision. Two wells have been
drilled in the past on Lot 33. One was abandoned in 1990 to provide sufficient room for
the septic systems in the proposed subdivision. The wells were drilled to depths of 129
and 141 feet respectively. The static water level was found at 75 and 83 feet and
production was determined at 10 and 15 gallons per minute.
The well on Lot 32B immediately north of the subject property was placed in August of
1978. The total depth is 103' with the static water level at 67'. The production rate on
this well is noted at 3.6 and 5.6 gallons per minute.
All of the logs indicate shallow wells with high production rates on and around the
subject parcel. We can therefore assume based on this information that the well to be
placed the proposed Lot 1 will have similar characteristics. The well will probably be
less than 150' in depth and will produce sufficient water to meet the Municipal
requirement of .108 gallons of water per minute per bedroom.
Attached are copies of the well logs for your use and a location map showing the
proximity of these wells to the proposed subdivision.
Sincerely,
Michael E. Anderson, P.E.
Attachments
SYAYE OF ALASKA
DEPARYB/IENT OF NA'fU~IAL BE~OUROE8
DIVISION OF WATER
WATE~ WEUL RECORD
t)EPTH~ NIEASUflED FAOM:L~o~in9 top ~uround ~urf~e
gOREHOLE DAYA: Depth
Metert~l 'fype and Color From To
Eudci
WELL DEPTH; ~ v DATE O~ COivi?L~.'['ION
DEPTH TO ~TATIO WATER LE~EL~
~_~~ft below ~ top of
M~HOD OF D~ILUNG: ~ air ¢otaIy L~ u~ble tool
U~ OF W~LI.= ~'domestto ~ Irrl0etie~ ~ modtor
~ perfarated ~] opm,; .....
Depths of openin0s: ...... to
'tYPE: , ~_~.-'~-~'
~L ~~: ~ ...........
Volume use6:,~._ ~~pth to top:
GROUT YYP~: .~
PUMPIN(I LEVEL AND YIELD:
.................. . II
' ' :'PYH' ' It Horsepower
PU~P INYAt(E D~ , ' ---
. :~=.:- -,
PLEASE IV1Ali. v'tfl41Yl~ COPY OF LOG '1'O:
DNRI[)IVI~ION OF WA~F.R
PO fBOX
EAGLE J,tlVE~I AK fl9577-2~ 't (;
· ;:". :, % ,, :. DAtk~,. DRiLLiNG ,'LOG*;~
2833 E~t 72nd ~v~.ue Ancho~ge, ~ 99502 '
ow~ os ~ .......... t....~.~~..,.~~ ............v~t~ o~ ~ ............................................................................................
~v~ss....~..~...~...~.. ~.g~...~~...A~k~.....~q2 s~t~c ~w5 o~
Aug. 3, 1970 ..
Aug. ~, 1970
r~I~) oF CASt~ .6." Walded
KLND OF FORMATION:
FRO~ .......................... FT. TO ......................... ~ ............................
FROM....~. ............. F~
FROM.......~..~ .............. FT.
~o~....!72 .............. ~.
r~oM .......................... ~ ~0 .......................... ~ .........................................
~oM .......................... rT. TO ......................... ~ ........................................
~oM .......................... ~.~o .......................... ~ .........................................
FROM .......................... FT. T0 .......................... I~E .........................................
FROM .......................... FT. TO .......................... ~ .........................................
~ 123 Large Gravel
........................... FT. ..................................... FROM ................ ~ ......... ~?J~'. TO .......................... FT .........................................
~ ....... ~ ........... rr..'.s..~L...~...~.a',m--z'd F~oM .......................... r~r. ~o .......................... r~ .........................................
~o .......................... ,~..?:'.'~ ......................... r~,OM ......................... FT. ~O ..................... ~ .... '
MUNICIPALLY' Oc ANUr'/r,-TK~g ............................
........................ ~ NV I i¥O~q ~ ~,q~AU 'P ROTEffI']ON' ............................
F~Or~ .......................... ~. TO .......................... ~ ............................
FROM .......................... FT. TO ...................... ~..F .............................
.......................... .................... : ..........
FRO~ .......................... ~. ~0 .......................... ~ .........................................
I
MISCL. ~FORMATION:
~' Pete & Jim
"DRILLER'S NAI~E ..........................................................................................................
Thll w~l i$ p~oducm~-/~ ""~~ll~* 'at0r" 'nour o=~ Hum~ ~ ~ ,~
I~X 3370 vou~ ~. o, Nu~.~.
PAL ~1
WE~ LOG .._
~ :~ ~lk ....... ~b ....
PLEA$~ PAY FROM THIS INVOICE ~/ !
D~PT. OF HEALIH &"
ENVIRONMENTAL rROTECTtON
MUNICIPALITY OF ANCHORAGE (MOA,,
HEALTH AUTHORITY APPROVAL (HAA) jU ~J 0 i~ 'JgSJ~
CHECKLIST- FEBRUARY 198.4.
,sRECEIVED
Legal Description: : Z-O'~ ~
WELL DATA
Well Classification
Well Log Present~.N).~ r
Total Depth /'~..5 .. Cased t9
Static Water Level ~
If A, B, C, D.E.C. Approved (Y/N)
Date Completed .~"-/~'-?~' Yield
Casing Height Above Ground .
Electrical Wiring in C~nduit~)N)
Separation Distances from Well:
To Septic/Holding Tank on Lot
to/
Depth of Grouting -' W"'/,/~' . )
~ Pump Set At K./.~)~
~anitary Seal on Casing~_..~N)
Depression Around Wellhead (Y~
,,//~ ' On Adj.oining Lots "~
; On Adjoining'Lots
To Nearest Public Sewer
To Nearest Sewer Service Line on Lot ~'
To Nearest Edge of Absorption Field on Lot
To Nearest Public Sewer Line Cleanout/Manhole
Water Sample Collected by
Water Sample Test Results
Comments ~ ~)[/J-" ~ -"~$7"
B. SEPTIC/HOLDING TANK DATA
gc /h
Date Installed ..
Standpipes~N) Air-tight Caps {~N)
Depression over Tank (Y~
Pumping/Maintenance Contract on File (Y/N)
Holding Tank High-Water Alarm (Y/N)
Separation Distances from Septic/Holdin~g Tank:
To Water-Supply Well ,
Size /~.-:5'"0 No. of Compartments
I~;undation Cleanout~N)
Date Last Pumped
,, /J'/J~ __,for
. Temporary Holding Tank Permit (YIN) _ '
;.
To Building Foundation ~'~
To Disposal ~ie]d _ ~
To Stream, Pond, Lake, or Major Drainsge
To Property Line
To Water tVj.~i.,n./Service Line
72-026('t u84)
A. WELL DATA
Well Classification
Well Log Present (Y/N) __
MUNICIPALITY ~F .ANCHORAGE (MOA)
,,,u,.,x..,.,:., Hi~iil¥;A~jj'~}!i~_.Approval (HAA}
II~ON~EN'r~H~~S~RUARY 1984
343-4744
RECEIVED
Legal Description: /--
If A, B, C, D.E.C. Approved (Y/N)
Date Completed ~/15' / 75' Yield
Total Depth /03' Cased to (o~'
Static Water Level . d' 7'
Casing Height Above Ground I'
Electrical Wiring in Conduit (Y/N)
SEPARATION DISTANCES FROM WELL:
To Septic/Holding Tank on Lot I ~ 5"
To Nearest Edge of Absorption Field on Lot
To Nearest Public Sewer Line AhA.
To Nearest Sewer Service Line on Lot
Water Sample Collected by F T'--¢
. Depth of Grouting /,4,/~.
Pump Set At ~, ~¢ 7 ~
Sanitary Seal on Casing (Y/N) Y
Depression Around Wellhead (Y/N)
· On Adjoining Lots .;>
~ '73' ; On Adjoining Lots ;>
To Nearest Public Sewer Cleanout/Manhole
~..
; Date I/431
Water Sample Test Results _ 5',~/qx-'/'~c/~.¢'?'
Comments D,~.V-;.j¢ u.~l/ ~(o~ ~f
B. SEPTIC/HOLDING TANK DATA
Date Installed g/Il / 7~ __Size 1~I No. of Compartments
Foundation Cleanout (Y/N)
Date Last Pumped I~'/~o/
; for
.. Temporary Holding Tank Permit (Y/N)
Standpipes (Y/N) __ Y'.___ Air-tight Caps (Y/N)
Depression over Tank (Y/N) A/
Pumping/Maintenance Contact on File (Y/N) N, ,4-.
Holding Tank High-Water Alarm (Y/N) N,,4. .
SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK:
To Water-Supply Well I
To Property Line
To Water Main/Service Line ;~ ¢--¢' '
To Stream, Pond, Lake or Major Drainage Course
To Building Foundation
To Disposal Field
Comments
;~2-025 (Rev. 7/88) Fronl Page 1 of 2
'!
LOT 32~
LOT $~ ~_~_ ~ I
0
N
THIS PROJECT
50 0 · 50 I~ 15~ E~O £50 30~
SCALD ]' = 1.88 FT.
LOT 34
SHOSHDNI
LOT 1
LOT 18
LOT
ANCH. AK, 99501
SEPTIC SYSTEM
]}ATE, .../A~ £3, 19~£
SHEET, 1/3 GRID~ 3835
September 4, 2001
Municipality of Anchorage
Building Safety Division
On-Site Water and Wastewater Program
4700 S. Bragaw Street
Anchorage, AK 99507
Attention: Jim Cross, P.E.
Su~e~:
Lots I and 2, Hoggard Subdivision
S-10778
Septic System Reserve Areas
Dear Jim:
We recently completed a geotechnical investigation and septic system feasibility
study on Lot 33, Section 33, T12N, R3W. The plat for the subdivision was
furnished by Gastaldi Land Surveying and indicated a total of 2 lots are to be
included in the proposed subdivision. Our directive was to locate suitable areas
on each lot for the construCtion of on site septic systems capable of meeting the
requirements of the Municipal Ordinance for the treatment of domestic effluent
from homes to be constructe, d in the subdivision. Corwin Engineers had
completed a similar activity in early 1990, but the subdivision was not approved
because the septic system on proposed Lot 2 was encroaching into the 4'
separation distance between the water table and the bottom of the absorption
bed.
A new absorption bed was recently completed on Lot 2. The as-built for that
system is included with this letter. The bottom of the new bed is 2.5' below the
existing ground. The highest measured water table was noted at 6.75' below the
ground surface in the spring of 1990. Since that time a new water main has been
constructed down Elmore Road on the east side of the property. The main was
bedded in clean gravel which may now be acting as a French drain lowering the
groundwater level in the area. Test holes dug on Lot 1 showed no evidence of
groundwater and none was noted during the monitoring period. The attached
Site Plan shows the location of the new absorption bed along with two alternate
sites. In addition the septic system reserve area for Lot 1 is also shown along
with the location of the test holes placed on the property.
H=ggard Subdivision
Septic System Feasibility
Page Two
September 4, 2001
Excavation for the test holes was completed on August 22, 2001. Test holes
Were dug to depths approaching 16' utilizing a rubber-tired backhoe. Percolation
benches were then constructed at various depths in the holes, but primarily
between 4' and 5' below the original ground surface. A percolation cavity was
prepared to determine the absorptive characteristics of the soils encountered in
the test holes. The cavity was presoaked in accordance with Municipal
requirements and a percolation test performed. The results of the tests are
included in the attached documentation.
The underlying matedal encountered in the test holes was primarily composed of
well to .poorly .graded sands and gravels with silt contents ranging from 5% to
over 25%. Cobbles were found in some of the holes to 12" in diameter. In some
cases the cobbles dominated the lenses with few fines. The percolation rate of
materials encountered was uniform at less than 1 minute per inch to nearly 3
minutes per inch. No groundwater was encountered in the test holes and none
was noted throughout the monitoring period. These conditions are very similar
to those found by Corwin Engineers in their study of the area in 1990.
The surface topography of the tract slopes from north to south at an approximate
2% slope to approximately 200' from the southern lot line. A steep bluff
approaching 25% is then encountered which levels off for an additional 50'. The
ground then slopes at a rate of 20% to Rabbit Creek on the southern lot line.
The proposed well for Lot 1 and the existing well for Lot 2 are shown on the
attached drawing. No surface water other than Rabbit Creek was noted during
our study. The Municipal Ordinance requires that septic systems cannot be
constructed closer than 100' from any surface water. The proposed septic
systems and reserve areas are located more than 100' from Rabbit Creek.
Test holes were located in areas, Which were assumed to be the primary location
for the new septic systems. These locations are shown on the attached map,
which defines the area of the subsurface study. Please review the attached data
and advise if you have any questions.
Sincerely,
Michael E. Anderson, P.E.
Attachments
142n~
!NUE
LO~ I
Propc
Wel]
~ed
TH7A
~TH6A
Septic Syst. em Reserve
>> 10,000 Sq Ft
/ '''~-00' Septic Set Ba~
LOT 2
® TH4A 1
"ST"lA 1'
~TH3A
SITE-PLAN
SCALE 1" = 50'
Municipality of Anchorage
Department of Health & Human Services
825 L Street, Anchorage, AK 99502-0650
SOILS LOG - PERCOLATION TEST
1
2
3
4
Performed For: ~
Legal Description: Let 33. Section 33. T12N. R3W
SLOPE
North
OG/OL
SM
with Coarse
Gravel
TESTHOLE NO. lA
8
Was Groundwater
9 Encountered?
If Yes, What Depth?
10 Depth to Water
After Monitoring
11 Date:
South
No
None
8123/01
S
L
O
P
E
12
13
14
15
16
17
18
Date Performed:
SITE PLAN
See Site Plan
Reading Date Gross Net Depth To Net
Time Time Water Drop
I 8/22/01 9:20 1"
2 9:35 15 Dry 5"
3 9:36 1"
4 9:51 15 Dry 5"
5 9:52 1"
6 10:07 15 Dry 5"
21
Perc. Rate: 3 Min./Inch Perc. Hole Diameter: 8"
Test Run Between 4 Ft. and 5 Ft.
Comments: Testhole Presoaked Prior to Percolation Test.
Performed By: Mike Anderson. I, Michael E. Anderson Certify That This Test Was Performed
In Accordance With All State and Municipal Guidelines In Effect On This Date: 9/4/01
Municipality of Anchorage
Department of Health & Human Services
825 L Street, Anchorage, AK 99502-0650
SOILS LOG - PERCOLATION TEST
Performed For: Calvin Hoggard
Legal Description: Lot 33. Section 33. T12N. R3W
1
2
3
4
5
6
7
8
9
10
11
TESTHOLE NO. 2A
SM
with Coarse
Gravel
SLOPE
North
South
No
Was Groundwater
Encountered?
If Yes, What Depth?
Depth to Water
After Monitoring
Date:
None
8/23101
S
L
O
P
E
Date Performed: 8/22/01
SITE PLAN
See Site Plan
12
13
14
15
16
17
18
Reading Date Gross Net Depth To Net
Time Time Water Drop
1 8/22/01 9:25 .75"
2 9:40 15 Dry 5"
3 9:41 .75"
4 9:56 15 Dry 5"
5 9:57 .75"
6 10:12 15 Dry 5"
21
Perc. Rate: 3 Min./Inch Perc. Hole Diameter: 8"
Test Run Between 4 Ft. and 5 Ft.
Comments: Testhole Presoaked Prior to Percolation Test.
Performed By: Mike Anderson. I, Michael E. Anderson Certify That This Test Was Performed
In Accordance With All State and Municipal Guidelines In Effect On This Date: 914101
Municipality of Anchorage
Department of Health &'Human Services
825 L Street, Anchorage, AK 99502-0650
SOILS LOG - PERCOLATION TEST
Performed For: Calvin Hoggard
Legal Description: Lot 33. Section 33. T12N. R3W
6
7
8
9
10
11
12
13
14
15
16
17
18
21
OGIOL
SM
with Coarse
Gravel
TESTHOLE NO. 4A
SLOPE
North
South
Was Groundwater
Encountered? No S
If Yes, What Depth? L
Depth to Water O
After Monitoring None P
Date: 8123101 E
Date Performed:
SITE PLAN
See Site Plan
Reading Date Gross Net Depth To Net
Time Time Water Drop
1 8/12/01 12:15 1"
2 12:30 15 Dry 5"
3 12:31 1"
4 12:46 15 Dry 5"
5 12:47 1"
6 1:02 15 Dry 5"
Perc. Rate: 3 Min./Inch Perc. Hole Diameter: 8"
Test Run Between 4 Ft. and 5 Ft.
Comments: Testhole Presoaked Pdor to Percolation Test.
Performed By: Mike Anderson. I, Michael E. Anderson Certify That This Test Was Performed
In Accordance With All State and Municipal Guidelines In Effect On This Date: 8112/01
Municipality of Anchorage
Department of Health & Human Services
825 L Street, Anchorage, AK 99502-0650
SOILS LOG - PERCOLATION TEST
Performed For: Calvin Hoggard
Legal Description: LOt 33. Section 33. T12N. R3W
5
6
7
8
9
10
11
TESTHOLE NO. 5A
GP
Cobbles
with
Sand
Bottom of
Hole
SLOPE
North
South
Was Groundwater O FPI
Encountered? No S
If Yes, What Depth? L
Depth to Water
After Monitoring None
Date: 911/01
Date Performed:
12
13
14
15
16
17
18
SITE PLAN
See Site Plan
Reading Date Gross Net Depth To Net
Time Time Water Drop
1 8/22/01 11:15 1"
2 11:25 10 Dry 10"
3 11:26 1"
4 11:36 10 Dry 10"
5 11:37 1"
6 11:47 10 Dry 10"
21
Perc. Rate: 1 Min./Inch Perc. Hole Diameter: 8"
Test Run Between 4 Ft. and 5 Ft.
Comments: Testhole Presoaked Prior to Percolation Test.
Performed By: Mike Anderson. I, Michael E. Anderson Certify That This Test Was Performed
In Accordance With All State and Municipal Guidelines In Effect On This Date: 914101
Municipality of Anchorage
Department of Health & Human Services
825 L Street, Anchorage, AK 99502-0650
SOILS LOG - PERCOLATION TEST
Performed For: Calvin Hoaaard
Legal Description:
1
2
3
4
5
6
7
8
9
10
11
LOt $3. Section 33. T12N. R3W
TESTHOLE NO. 6A
SW
Well
Graded
Sand
SLOPE
North
Bottom of
Hole
South
Was Groundwater
Encountered? No S
If Yes, What Depth? L
Depth to Water O
After Monitoring None P
Date: 9/1/01 E
Date Performed:
SITE PLAN
See Site Plan
12
13
14
15
16
17
18
Reading Date Gross Net Depth To Net
Time Time Water Drop
1 8/22/01 10:25 1"
2 10:40 15 Dry 5"
3 10:41 1"
4 10:56 15 Dry 5"
5 10:57 1"
6 11:12 15 Dry 5"
21
Perc. Rate: 3 Min./Inch Perc. Hole Diameter: 8"
Test Run Between 4 Ft. and 5 Ft.
Comments: Testhole Presoaked Prior to Percolation Test.
Performed By: Mike Anderson. 1, Michael E. Anderson Certify That This Test Was Performed
In Accordance With All State and Municipal Guidelines In Effect On This Date: 914101
Municipality of Anchorage
Department of Health & Human Services
825 L Street, Anchorage, AK 99502-0650
SOILS LOG - PERCOLATION TEST
Performed For: Calvin Hoggard
Legal Description: Lot 33. Section 33. T12N. R3W
1
2
3
4
5
6
7
8
9
10
11
TESTHOLE NO. 7A
SM
with Coarse
Gravel
Cobbles
with Sand
SLOPE
North
South
Was GroundWater O EPI
Encountered? No S
If Yes, What Depth? L
Depth to Water
After Monitoring None
Date: 911101
Date Performed:
SITE PLAN
12
13
14 SW
with Silt
15
16
17
18
See Site Plan
Reading Date Gross Net Depth To Net
Time Time · Water Drop
1 8/22/01 10:20 .75"
2 10:30 10 Dry 10"
3 10:31 .75"
4 10:41 10 Dry 10"
5 10:42 .75"
6 10:52 10 Dry 10"
21
Perc. Rate: 1 Min./Inch Perc. Hole Diameter: 8"
Test Run Between 4 Ft. and 5 Ft.
Comments: Testhole Presoaked Prior to Percolation Test.
Performed By: Mike Anderson. I, Micheel E. Anderson Certify That This Test Was Performed
In Accordance With All State and Municipal Guidelines In Effect On This Date: 914101
Municipality of Anchorage
'Department of Health & Human Services
825 L Street, Anchorage, AK 99502-0650
SOILS LOG - PERCOLATION TEST
Performed For: Calvin Hoaaard
Legal Description: Lot 33. Section 33. T12N. R3W
1
2
3
4
5
6
7
8
9
10
11
OGIOL
SM
With Coarse
Gravel
TESTHOLE NO. 8A
Was Groundwater
Encountered?
If Yes, What Depth?
Depth to Water
After Monitoring
Date:
;LOPE
North
South
No
Date Performed:
S
~ ~ % CE - 4381
SITE PLAN
See Site Plan
12
13
14
15
16
17
18
Reading Date Gross Net Depth To Net
Time Time Water Drop
I 8/12/01 12:20 .75"
2 12:35 15 Dry 5"
3 12:36 .75"
4 12:51 15 Dry 5"
5 12:52 .75"
6 1:07 15 Dry 5"
21
Perc. Rate: 3 Min./Inch Perc. H01e Diameter: 8"
Test Run Between 3 Ft. and 3.5 Ft.
Comments: Testhole Presoaked Prior to Percolation Test.
Performed By: Mike Anderson. I, Michael E. Anderson Certify That This Test Was Performed
In Accordance With All State and Municipal Guidelines In Effect On This Date: 8/12101
142"a
NUE
Propo ;ed
TH5 LOT I Well
TH7A
~TH6A
_Septic Syst. em Reserve
>> 10,000 Sq. Ft
/ '~100' S~ptic de~BBac
LOT 2
~ ® TH2A
0
n,
0
SITE' PLAN
SCALE 1" = 50'
MEMORANDUM
DATE:
TO:
FROM:
SUBJECT:
September 4, 2001
Jim Cross, P.E.
Mike Anderson, P.E.'P~'~'-
Hoggard Subdivision - S10778
Test Hole Logs/Percolation Tests
Attached are the revised test hole log/percolation tests for Hoggard Subdivision. Also
attached is a plat of the proposed subdivision showing the surface area for both lots.
Please let me know if you need additional information.
........... N 00'07'57'~
629.65'(M) ...........
529.83'(P)
N O0'~07'O0"W
150.00'
E'L M
ORE
I
I
I
DEDICATED
N'OO'OT'OO"W 529.9,3' (P)
N O0'07'O0',W ! 3.20.55'(R)
1319.72'(M)
........ ~--BASIS OF BEARING
S UIB
~F
z
c~
ITl
Municipality of Anchorage
Department of Health & Human Services
825 L Street, Anchorage, AK 99502-0650
SOILS LOG - PERCOLATION TEST
Performed For: Calvin Hoggard
Legal Description: Lot 33, Section 33. T12N. R3W
sLOpE
2
3
4
5
6
7
8
9
10
11
OGIOL
SM
with Coarse
Gravel
SM
with
· TESTHOLE NO. lA
North
South
Gravel
Was Groundwater o~1
Encountered? No S
If Yes, What Depth? L
Depth to Water
After Monitoring None
Date: 8123101
Date Performed:
12
13
14
Bottom of
'Hole'-
15
16
17
18
SITE PLAN
See Site Plan
Reading Date Gross Net Depth To Net
Time Time Water Drop
I 8/22/01 9:20 1"
2 9:35 15 Dry 5"
3 9:36 1"
4 9:51 · 15 Dry 5"
5 9:52 1"
6 10:07 15 Dry 5"
21
Peru. Rate: 3 Min./Inch Perc. Hole Diameter:. 8"
Test Run Between 4 Ft. and 5 Ft.
Comments: Testhole Presoaked Prior to Percolation Test.
Performed By: Mike Anderson. !, Michael E. Anderson Certify That This Test Was Performed
In Accordance With All State and MuniciPal Guidelines In Effect On This Date: 914101
Municipality of Anchorage
Department of Health & Human Services
825 L Street, Anchorage, AK 99502-0650
SOILS LOG - PERCOLATION TEST
Performed For. Galvin Hoggard
Legal Description: Lot 33. Section 33. T12N: R3W
4
5
6
7
'8
9
10
11
TESTHOLE NO. 2A
SM
with .Coarse
Gravel
~LOPE
North
South
Was Groundwater O PF[
Encountered? No S
If Yes, What Depth?. I_
Depth to Water
After Monitoring · None
Date: 8/23101
Date Performed:
SITE PLAN
12
13
15
16
17
18
--Bottom of
Hole
See Site Plan
Reading Date Gross Net Depth To Net
Time Time Water Drop
I 8/22/01 9:25 .75"
2 9:40 15 Dry 5"
3 9:41 .75"
4 9:56 15 Dry 5"
5 9:57 .75"
6 10:12 15 Dry 5"
21
Perc. Rate: 3 Min./Inch Perc. Hole Diameter. 8"
Test Run Between 4 Ft. and 5 Ft.
Comments: Testhole Presoaked Prior to Percolation Test.
Performed By: Mike AnderSon. I, Michael E. Anderson Certify That This Test Was Performed
In Accordance With All State and Municipal Guidelines In Effect On This Date: 914101
Municipality of Anchorage
Department of Health & Human Services
825 L Street, .Anchorage, AK 99502-0650
SOILS LOG - PERCOLATION TEST
Performed For: Calvin Hoaaard
Legal Description: Lot 33. Section 33. T12N. R3W
SLOPE
1
2
3
4
5
6
7
8
9
10
11
OGIOL
SM
With Coarse
GraVel
TESTHOLE NO. 4A
Bottom of
Hole
N0~h
South
No
Was Groundwater
Encountered?
If Yes, What Depth?
Depth to Water
After Monitoring
Date:
None
8123101
Date Performed:
SITE PLAN
12
13
14
15
16
17
18
See Site Plan
Reading Date Gross Net Depth To Net
Time Time Water i Drop
1 8/12/01 12:15 1"
2 12:30 15 Dry 5"
3 12:31 1"
4 12:46 15 Dry 5"
5 12:47 1"
6 1:02 15 Dry 5"
21
Perc. Rate: 3 Min./Inch Perc. Hole Diameter: 8"
Test Run Between 4 Ft. and 5 Ft.
Comments: Testhole Presoaked Pdor to Percolation Test.
Performed By: Mike Anderson. I, Michael E. Anderson Certify That This Test Was Performed
· In Accordance With All State and Municipal Guidelines In Effect On This Date: 8112101
Municipality of Anchorage
Department of Health & Human Services
825 L Street, Anchorage, AK 99502-0650
SOILS LOG - PERCOLATION TEST
Performed For: Calvin Hoggard
Legal Description: Lot 33. Section 33. T12N. R3W
8
9
10
11
TESTHOLE NO; 5A
GP
Cobbles
with
Sand
Bottom of
Hole
SLOPE
North
South
Was Groundwater O PEI
Encountered? No S
If Yes, What Depth? L
Depth to Water ·
After Monitoring None
Date: 9/1/01
12
13
14
15
16
17
18
Date Performed:
SITE PLAN
~ ~/}2° TH
See Site Plan
Reading Date Gross Net Depth To Net
Time Time Water Drop
1 8/22/01 11:15 1"
2 11:25 10 Dry 10"
3 11:26 1"
4 11:36 10 Dry 10"
5 11:37 1"
6 11:47 10 Dry 10"
21
Peru. Rate: 1 Min./Inch Perc. Hole Diameter: 8"
Test Run Between 4 Ft. and 5 Ft.
Comments: Testhole Presoaked Pdor to Percolation Test.
Performed By: Mike Anderson. ' I, Michael E, Anders0n Certify That This Test Was Performed
In Accordance With All State and Municipal Guidelines In Effect On This Date: 9/4101
Municipality of Anchorage
Department of Health & Human Services
825 L Street, Anchorage, AK 99502-0650
SOILS LOG - PERCOLATION TEST
Performed For:. Calvin Hoggard
Legal Description: Lot 33. Section 33. T12N. R3W
1
2
3
4
5
6
7
8
9
10
11
TESTHOLE NO. 6A
Sw
'Well
Graded
Sand
Bottom of
Hole
SLOPE
North
South
Was Groundwater 0
Encountered? No 'S
If Yes, What Depth? L
Depth to Water
After Monitoring None
Date: 9/110
12
13
14
1(
17
18
Date Performed:
SITE PLAN
She Site Plan
iReading Date Gross Net Depth To Net
Time Time Water Drop
1 8/22/01 10:25 1"
2 10:40 15 Dry 5"
3 10:41 1"
4 10:56 15 Dry 5"
5 10:57 1"
6 11:12 15 Dry 5"
21
Perc. Rate: 3 Min./Inch Perc. Hole Diameter:. 8"
Test Run Between. 4 Ft. and 5 Ft.
Comments: Testhole Presoaked Pdor to Percolation Test.
Performed By: Mike Anderson. I, Michael E. Anderson Certify That This Test Was Performed
In Accordance With All State and Municipal Guidelines In Effect On This Date: 9/4/01
Municipality of Anchorage
Department of Health & Human Services
825 L Street, Anchorage, AK 99502-0650
SOILS LOG - PERCOLATION TEST
Performed For: Calvin Hoggard
Legal Description: Lot 33, Section 33, T12N. R3W
SLOPE
1
2
3
4
5
6
7
TESTHOLE NO. 7A
SM ·
with Coarse
Gravel
North
South
Date Performed:
SITE PLAN
8/22/01
~CHAEL E ANDERSON
CE - 4381 .%~?
See Site Plan
9
10
11
12
13
14
15
16
17
18
Cobbles
with Sand
Was GroundWater O EPI
Encountered? No S
If Yes, What Depth? L
Depth to Water
After Monitoring None
Date: 911/01
SW
with Silt
Bottom of
Hole
Reading Date Gross Net Depth To Net
Time Time Water Drop
1 8/22/01 10:20 .75"
2 10:30 10 Dry 10"
3 10:31 .75"
4 10:41 10 Dry 10"
5 10:42 .75 ....
6 10:52 10 Dry 10"
21
Perc. Rate: I Min./inch Perc. Hole Diameter: 8"
Test Run Between 4 Ft. and 5 Ft.
Comments: Testhole Presoaked Pdor to Percolation Test.
Performed By: Mike Anderson. I, Michael E. Anderson Certify That This Test Was Performed
In Accordance With All State and Municipal Guidelines In Effect On This Date: 9/4/01
Municipality of Anchorage
· Department of Health & Human Services
825 L Street, Anchorage, AK 99502-0650
SOILS LOG - PERCOLATION TEST
Performed For: Calvin Hoaaard
Legal Description: Lot 33. Section 33, T12N, R3W
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
17
18
21
OGIOL
SM
With Coarse
Gravel
:BOttOm Of
[.[O].~,~TESTHOLE NO. 8A
Date Performed:
SLOPE SITE PLAN
North
South
Was Groundwater OEpI
Encountered? No S
If Yes, What Depth? L
Depth to Water
After Monitoring
Date:
See Site Plan
Reading Date Gross Net Depth To Net
Time Time Water Dr(~p
1 8/12/01 12:20 .75"
2 12:35 15 Dry 5"
3 12:36 .75"
4 12:51 15 Dry 5"
5 12:52 .75"
6 1:07 15 Dry 5"
Perc. Rate: 3 Min./Inch Perc. H(~le Diameter: 8"
Test Run Between 3 Ft. and 3.5 Ft.
Comments: Testhole Presoaked Pdor to Pemolation Test.
Performed By: Mike Anderson. I, Michael E. Anderson Certify That This Test Was Performed
In Accordance With All State and Municipal Guidelines In Effect On This Date: 8/12/01
32A
32B '
142ND AVENUE
N 89*sg'16"E $29.94'
32.69'
R.O.W.
LOT 1
¢9,a,22 S.F.
1.1.3 ACRES
LOT 2
~0,573
0.93 ACRES
R.O.W.
BY THIS PLAT
176.21'
N 89"57'11'~: 329.86'
63
64
53'
wi
z
CERTIRCATE OF OWNERSHIP AND DEDICATION
I (WE), HEREBY CERTIFY THAT I (WE) HOLD THE HEREIN SPECIFIED PROPERTY INTEREST
IN THE PROPERTY DESCRIBED HEREON. I (WE) HEREBY DEDICATE TO THE MUNIClPAUTY
OF ANCHORAGE ALL AREAS DEPIClED FOR USE AS PUBLIC UTILITY EASEMENTS, STREETS,
NJ.EYS, THOROUGHFARES, PARKS, ANO OTHER PUBLIC AREAS SHOWN HEREON. THERE
SHALL BE RESERVED ADJACENT TO THE DEDICATED STREETS SHOWN HEREON, A SLOPE
RESERVATION EASEMENT SUFFICIENT TO CONTAIN CUT AND Fill SLOPES OF 1.5 FEET
HORIZONTAL FOR EACH 1 FOOT VERTICAL (1.5 TO 1) OF CUT OR FiLL FOR THE PURPOSE OF
PROVIDING AND MAINTAINING THE LATERAL SUPPORT OF THE CONSTRUCTED STREEr~
THERE IS RESERVED TO THE GRANTORS, THEIR HEIRS, SUCCESSORS AND ASSIGNS, THE RIGHT
TO USE SUCH AREAS AT ANY TIME UPON PROVIDING AND MAINTAINING OTHER ADEQUATE
LATERAL SUPPORT, AS APPROVED BY THE MUNICIPALITY.
I (WE) HEREBY AGREE TO THIS PLAT, AND TO ANY RESTRICTION OR COVENANT APPEARING
HEREON AND ANY SUCH RESTRICTION OR COVENANT SHALL BE BINDING AND ENFORCEABLE
AGAINST PRESENT AND SUCCESSIVE OWNERS OF THIS SUBDIVIDED PROPERTY,
OWNERS
CALVIN I. & PATRiCIA A. HOGGARD
P.O. BOX 111193
ANCHOR~, AK., 99511 - 1193
CALVIN L HOGGARD
PATRICtA ~ HOGGARD
NOTARY ,ACKNOWLEDGEMENT,
SUBSCRIBED AND SWORN TO BEFORE ME THIS, DAY OF
MY COMMISSION EXPIRES
NOTARY PUBLIC
BENEFICIARY
DORIS E.
NOTARY ACKNOWLEDGEMENT
SUBSCRIBED AND SWORN TO BEFORE ME THIS DAY OF
COMMISSION EXPIRES
NOTARY PUBUC
~07 7 8 JU~
51
65
M1
~28 27
2 1/2" BRASS CAP
FOUND 3 1/4" BLM BRASS
52A
5.2B
EAST 142ND AVENUE
a 89°57'38"E 3.30.03' (M)
150.00'
10
ALLEYS, THOROUGHFARES, PARKS, AND OTHER PUBUC AREAS SHOWN HEREON. THERE
SHALL BE RESERVED AI:A/ACENT TO THE DEDICATED STREET~ SHOWN HEREON. A SLOPE '
RESERVATION' EASEMENT SUFFICIENT TO CONTAIN CUT AND RU- SLOPES OF 1~5 FEET
HORIZONTAL FOR EACH I FOOT VERTICAL (1.5 TO 1) OF CUT OR FILL FOR THE PURPOSE OF
PROVIDING AND MNNTNNING THE LATERAL SUPPORT OF THE CONSTRUCTED STREETS.
THERE IS RESERVED TO THE GRANTORS, THEIR HBRS, SUCCESSORS AND ASSIGNS, THE RIGHT
TO USE SUCH AREAS AT ANY TIME UPON PROVIDING AND MAINTNNING OTHER ADEQUATE
LATERAL SUPPORT, AS APPROVED BY THE MUNICIPALITY.
I (WE) HEREBY AGREE TO THIS PLAT, AND TO ANY RESTRICTION OR COVENANT APPEARING
HEREON AND ANY SUCH RESTRICTION OR COVENARr SHALL BE BINDING AND ENFORCEABLE
AGAINST PRESENT AND SUCCESSIVE OWNERS OF THIS SUBDMDED PROPERTY.
OWNERS
CALVIN L. ac PATRIClA A. HOGGARD
P.O. BOX 111195
ANCHORAGE, AK., 99511-119.3
150.05' 0
`3' R.O.W. ~~ (J') 7 CALVIN L. HO~
z ~ i~ SUBSCRIBED AND SWORN TO BEFORE ME THIS i$~ DAY OF~OO t~.
LOT 1 LOT 2 ~ ~
49,913 S.F. ~,044 S.F. ~- ~- Z~o~. ~ ~. ~
1.15 ACRES 0.92 ~R~ ~ ~MMI~ION ~PIR~ NOT~Y PUBLIC
BENEFIC~RY
215.94' 84.00'
-- 22.94'
N 89°58'40"E .329.94' (M)
64
to®
, I
I,t 12
M3 ~
FOUND 3:1/4" ALUM. MON.
M4
NOTARY PUBI.~.~CAUFORkqA
~ JOAQUIN COUNTY
DORIS E. HOGGARD
3425 lOTH STREET, APT.
CERES, CA 95307
DORIS F_. H~...~ARD
NOTARY ACKNOWLEDGEMENT
SUBSCRIBED AND SWORN TO BEFORE ME THiS /C~ t/~l~Ay OF~ ~ 20 O/,
MY COMMISSION EXPIRES PUBUC