HomeMy WebLinkAboutMOUNTAIN PARK ESTATES #2 BLK 5 LT 3Mountain Park
Estates #2
Block 5
Lot 3
#017-023-27
Mtlhicipality of Ahchorage Page I of 3
DEPARTMENT OF HEALTH AND HUMAN SERVICES
ENVIRONMENTAL SERVICES DIVISION
P.O. Box 196650 • Anchorage, Alaska 99519-6650 • Telephone: 343-4744
Oh -Site Wastewater Disposal System and/or Well Inspection Report
Permit Number: _ S w 0000RQ PID Number: _ 017 - Oa3 - Z7
Name: �
_ I roy hioc 5b;
Wastewater System: 5L New O Upgrade
y
add s
1833 I nell. K c vs
ABSORPTION FIELD
Phone:' /_ No. of Bedrooms:
T 55
❑Deep Trench O Shallow french O Bed DCMotrnd O 011ier
LEGAL DESCRIPTION
s°ilR"°°9 OagGPD/S
teorrwllahtal s4�dgnatgrad.0�
Ff.
Lot: Block: Suhdldeion:ff
OU/1�4v/f PO/k�st
0th to Pip. bollom from originalp tide'
fSFt.
G,avll depth henetflh pipe 11
Or'aa�l .Sf a
Township:
Range:
Section:
it added above odginal grade:
S
Gravel length
75
Ft
Ft.
WELL: lie New OUpgrade
Gravel width:
Numbegtinea'
IAslannbe w, snes
q-5
Ft.
D
Ft.
Classification (Mivaho1. A,B.CI:
I(/QtC
Total Depth:
65 FL
Cased To:
IRO Ft.
Total absorption area'^� C
/ OLJSO. FI.
Pipe nutunlal• /-
$-r1`1�3 r 10
Driller:
ii1
Dale Drilled:
Stalk WtlmLevel:
Installer•
Date Installed:
5--19-00
—
rs—� D
Fl.
f4;&15e ,o
yield:Pu Set of:
Casing Height Above Ground.
^
TANK
GPM HOW FI.
el FL
SEPARATION
DISTANCES
RSeptic 0Holding CI S.T.E.P.
To
From
Untie
Tana
AbamPlko
UII
Billion
Holding
Tank
klprtvale
sewer Luras
ManufaclYin�er:
,1A Ta k
Capacity In gallons:
0vQ
Well
T
ef�ield//��
I Jy/,
—�
�—
^iSI
p(
Material: /
Number of Compartments'
WateSurfacr
IDO4.
100x—
LIFT STATION
Lot
Line
k
t o1
Si:e In gallons:
Manu . er:
Foundation
`
1
I `
"Pump on' level at: •
Tu -' leve
Illgh wale alarm al:
Curtain
Drain
0
✓e
J h
pump Meke ¢I
Electrical Inspections performed by:
hemarks:
BENCH MARK
Location and Description: To -PO 11
V \ n 0 rl
L+ Tt
Of 7
Assumed Elevation: I o Q
ENOINEji_r�L
s�-- �Vh
ENGINEERING
17034 Eagle River Loop Road, No.204
Inspections performed by:Eagle River Alaska "S77River• Alaska "877 bales: Is —10 —00
2nd S—;;I-00C.
Moot l I I-a]—l!0
.I/AfCROBERT COW
Dbpatlmeht 6t Health and Human Services approval
CE e1301
�'�`'
pevlewed and approved by: Date: 31-0 l
h. -• '�^
-1
=+�
r] -e13 tow. 9/911 MOA"
r
11/17/2000 09:59 FAX 907 787 8675 ALYESKA PIPELINE
M -W DRILLING, Inc.
P.O. Box 110376 s 10330 Old Seward Highway
(907) 949.8535
ANCHORAGE, ALASKA 99511
DRIWNO LOO
2001
00-145
�QECE/vfpD P S.P
MEC. l /� 2 Goc
Well _erRi¢ashi, Troy UseofWenDomestic
Location (address of: Township, Range, Section, if known; or distance main road
L3, B5, Mountain Park Estates M2: 12840 Lupine Road, Anchorage
Size of casing 6„_Depth of Hole 265 Beet Cased ta 120 Leet
___-
Static water level -11 ---ft. (SKd�oB � below) land surface. Finish of well (check one) open end
Screen ( ); Perforated
Describe sereaswr perfociti, 6,�J -'te 741! 0.125" X 1.00" Perforations Bea verj
Well pumping test at 2 ga s.• �-ppr!�� �Ifaott (minute) for -l ----hours wit), 1002 tR
of drawdown from static NOTE: Dr
Fg� 7 y grouted- 2 sacks
2A1 r:eli ,r.x
Date of corapleti1 v n e 0. v . • • .
'' 1 WELL LOO
Depth in feet from ��`� "*' •'•
P � 1,.w. ;x ., .� ;
ground surface Gi?j p ofI . rmations penetrated, size of material, color and hardness
0 TO 2
6 69
—TO—
fig
O6g To 74
74 TO 94
94 TQ tin
lin TO 17S
19c; TO? 5 8_
258 Tp263
263 Tn 265
TO
TO
TO
.TO-
-TO—
.1.1
OTO
I
FracrYlred' BEdr'o'L1� '"RyA, small water seapr
Bedrock; AIA
DEL;
reen lenses
1 -CUSTOMER,.' .
PERMIT No. SW000022
PAGE 2 OF 3
Municipalit of 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 3, BLOCK 5, MOUNTAIN PARK ESTATES #P.I.D. No. 017-023-27
I I �
LOT 2Po.J�
I I
10 I
I
1
I NEW 1000 GALLON 100' WELL RADIUS 1
I
SEPTIC TANK TBM
%Hrn
I 1C0 � �0�
I„q-
FCO 'itvO1S 2 STI AD ASPHALT DRIVE
N1A '& DBL2C01
I ElpO�vS
I I
I SCALE: 1- . 40'
LOT 4
r
I I A •N arPr
I I y A ROBERT C. COWAN �Q
I Ij`�s CE -8801
I
PERMIT NO. SW000022
PAGE 3 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 3, BLOCK 5, MOUNTAIN PARK ESTATES#2P.I.D. NO. 017-023-27
ST1 ST2 100.7'
FINAL GRADE
96.5' NEW 1000 X96.3'
GALLON
SEPTIC TANK
//FINAL GRADE
MTI / MT2 COI
" INSULATION
...2' SAND.':.'.'...:.:'.:.
••••FILTER ORIGINAL
GRADE
.9' 95.4' 95.5'-j95.9'
BOTTOM OF SAND =
NO WATER FOUND
86.4' B.O.H.
N. T. S.
WALTHAINIOPITY
APPROVALS
SEWER&WATER
MANEIIENSIONS
SEWER& WATER
INSPECTION
EN(7NEERNGSTIIDIES
ANDREPORTS
WELLNSPECTION
&FLOW TEST
&TE PIANS
SO&TEST
PERCOLATION
LEST
STTRICTUTALA
MECHANICAL
NSPEC/IONS
ONSITE
WASTEWATER
DISPOSALSYSTEM
DESIGN
nOBEFiT C. COWAN, P.E.
nG FIOBERTA. SHAFER PE.
CML ENGINEERS
h-7/00
(907)694.2979
Date: 5— / � 7 /0 0 FAX(907)694-1211
Municipality of Anchorage
DEPARTMENT OF HEALTH AND HUMAN SERVICES
825 L Street
P.O. Box 196650
Anchorage, Alaska 99519-6650
)-Or 3 B L c c K S—
MD JNTAjN PARAc ,ESYA47'f J # 2
The septic ins ections for thq referenced property were
performed on o 0o and /x oo . Prior to submitting
the On-site Wastewater Disposal System and/or Well Inspection
Report we are waiting for the 16" 04 T1 v to be
completed. �}1 71ZT .jvRv4Y
If we may be of further service please contact us.
Sincerely,
,Vz/m,
Robert C. Cowan, P.E.
17034 NORTH EAGLE RIVER LOOP • SURE 204 • EAGLE RIVER ALASKA 99577
i
MUNICIPALITY OF ANCHORAGE
Department of Health and Human Services
On -Site Services Program
825 L Street, Room 502
P.O. Box 196650, Anchorage, AK 99519-6650
(907) 343-4744
ONSITE WASTEWATER DISPOSAL SYSTEM / WATER SUPPLY PERMIT
Initial
Permit Number: SW000022
Legal Description: MOUNTAIN PARK ESTATES #2 BLK
Design Engineer: 0003 S & S Engineering
Owner Name: Troy Higashi
Owner Address: 1833 Bellevue Loop
Anchorage . AK 99515 -
Date Issued: Feb 29, 2000
Expiration Date: Feb 28, 2001
Parcel ID: 017-023-27
5 LT 3
Site Address: 012840 LUPINE RD
Lot Size: 20130 SO. FT.
Total Bedrooms: 3 Permit Bedrooms: 3
This permit is for the construction of:
Disposal Field 0 Septic Tank ❑ Holding Tank ❑ Privy Q 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 Alaska
Wastewater Disposal Regulations (18AAC72 ) and Drinking Water Regulations (18AAC80 ).
3. The engineer must notify DHHS at least 2 hours prior to each Inspection. Provide notification by calling
(907) 343-4744 (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.
Received By:
Issued By:
Date: 3 —3 —00
/' Date: 2- —2 9-00
11MW A1n11MTY
A111WALS
SEWEn S WAIEn
L"IE%IENS"s
sswena WAIEn
NSPECIIC/I
ENCII4: nwaSIWIES
ANOnEl,onl9
WELLEISrECTION
6EtowiESI
SUEPLANS
ROADCESM
SM IESl
?ESI
SInVCIunAL a
w0wom
HSPECII"
CNSnE
wwewwn
CISPCSALSYSIELI
OE8101I
ROGER r C. COWAN, P.E.
CIVIL ENGINEERS
(907)694-2979
FAX(907)694.1211
February 14, 2000
MUNICIPALITY OF ANCHORAGE
Department of Health and Human Services
P.O. Box 196650
Anchorage, AK. 99519
REFERENCE: Lot 3, Block 5, Mountain Park Estates #2
It is requested that you issue a permit to Install a well and septic system to serve the
proposed three bedroom dwelling on the referenced property.
A test hole was excavated and a percolation test was performed. The approximate
location of the test hole is located on the attached site plan.
At the time of excavation 6/2/99, no water was found. After seven days of ground water
monitoring the monitoring tube was dry.
We do not anticipate any adverse effects on neighboring wells, septic systems, reserve
areas or drainage patterns by the installation of the proposed septic system. The
construction of this system will not prevent any future development on any of the adjacent
properties.
If you require additional information, please contact us.
Sincerely,
4-
Robert C. Cowan, P.E.
RCC/bjj
Enclosure
t7oa4 NOnTI I EAGLE RIVEn Loop • SUITE 204 • EAGLE nlvEn, ALASKA 99517
1" = 60' DESIGN SITE—PLAN
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Municipality of Anchorage .
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L" Street, Anchorage, Alaska 99502-0650
SOILS LOG — PERCOLATION TEST
PERFORMED FOR: Tr -O Y It I (rA S# I DATE
LEGAL DESCRIPTION: LeT 3 13LO GK S Township, Range, Section:
DEPTH MOJM TAI+, ra�K. I£.srArc.J SLOPE SITE PLAN
(FEET)
1 y''•t 11
2
3-
4-
6-
7-
8-
10-
11
4 67810 11
12-
13-
14-
is-
16-
17 -
18
2131415161718
19
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Lou S¢
WASGROUNDWATER NJ
ENCOUNTERED?
IF YES, AT WHAT _
DEPTH?
Depth to Wafer Aller
Monitoring? nRY Batt 6� q
20
PERCOLATION RATE l i (minutes/inch) PERC HOLE DIAMETER _6
TEST RUN BETWEEN 1 I/�-- FT AND 2 /'1- FT
COMMENTS - S.lIrAALC f.)/L A 4,0 T" c- JYSi4. (r%*n) w Ir&
R a' t.4,.i Fi�rrt.t
5 3 S ENGINEERING
PERFORMED BY: I CERTIFY THAT T TESq 9 PERFORMED IN
ACCORDANCE WIf?:L9.%;vrEAW4A N61WaL GUIDELINES IN EFFECT ON THIS DATE. DATE:
72-008 (Rev. 4185)
ti
Reading Date
Gross
Time
Net Depth to
Time Water
Net
Drop
`�+
'•, "
. .... &...
&:z
.
. .....
,1 1 ROBERT C. COWAN LQ
LEGAL DESCRIPTION: LeT 3 13LO GK S Township, Range, Section:
DEPTH MOJM TAI+, ra�K. I£.srArc.J SLOPE SITE PLAN
(FEET)
1 y''•t 11
2
3-
4-
6-
7-
8-
10-
11
4 67810 11
12-
13-
14-
is-
16-
17 -
18
2131415161718
19
ORLg1.c5
Sri /ML
ML
SA. 'd 4
ilt- -r-
Lop
Lou S¢
WASGROUNDWATER NJ
ENCOUNTERED?
IF YES, AT WHAT _
DEPTH?
Depth to Wafer Aller
Monitoring? nRY Batt 6� q
20
PERCOLATION RATE l i (minutes/inch) PERC HOLE DIAMETER _6
TEST RUN BETWEEN 1 I/�-- FT AND 2 /'1- FT
COMMENTS - S.lIrAALC f.)/L A 4,0 T" c- JYSi4. (r%*n) w Ir&
R a' t.4,.i Fi�rrt.t
5 3 S ENGINEERING
PERFORMED BY: I CERTIFY THAT T TESq 9 PERFORMED IN
ACCORDANCE WIf?:L9.%;vrEAW4A N61WaL GUIDELINES IN EFFECT ON THIS DATE. DATE:
72-008 (Rev. 4185)
ti
Reading Date
Gross
Time
Net Depth to
Time Water
Net
Drop
f- SDA /f;
6 VON
O
— y �•
_
Rea.., T. H Vs. '
30
o n,1. 6'/a."
g M
it 113/tt
60
1 6 3/
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E 1Glll@CRI11G
w n00Enr C. COWAN. P.E.
nn.
CIVILENOWEEnS
(907)694-2979
• rAX(907)694.1211
ON-SITE WASTEWATER DISPOSAL SYSTEM
CONSTRUCTION PRACTICES
TTutnT,wT,TorwTr
AMMALS
and
MATERIAL SPECIFICATIONS
LMa�F S"S
REFERENCE: Lot 3, Block 5, Mountain Park Estates 42
February 14, 2000
GENERAL:
SEIYEn&WATEn
.+srEcrTor+
1. The scope of this project includes the installation of a 1000 gallon septic
tank and an absorption bed to serve the proposed three bedroom residence
ENcnT[En►pSIWiES
located on the referenced property.
NOm'onfs
2. Construction shall be in accordance with the approved site plan and design
drawings, Municipal permit or ADEC Authority to Construct with any
WEMNISrEcIlm
special provisions or conditions, and all applicable State and Municipal
A FLOW TEST
Wastewater Disposal Regulations.
3. The contractor shall be responsible for obtaining any necessary underground
SITE RMS
utility locates.
4. Unless specifically agreed otherwise, the property owner shall be
nomlxs r
responsible for final grading areas subsequently depressed from soil settling.
On all leachfield mound systems, the property owner shall be responsible for
ensuring a satisfactory vegetation growth over the mounded area.
SOIL TEST
5. Contractors installing wastewater disposal systems must be certified by the .
Municipal Health Department or ADEC if required, for system installations.
Owners installing their own systems must also receive prior approval from
PEnco(Alm
the Municipal Health Department.
TEST
SEPTIC TANK INSTALLATION:
SIRMTurma
1. A septic tank is to be constructed by a certified septic tank manufacturer.
WSPEc P"
Construction shall include two 4" cleanouts for pumping access.
2. The septic tank shall be sufficiently bedded to prevent settling or shifting of
OnSnE
the tank.
WA4imwn
DISPWALSrSTET.T
OESM
r7o34 NonT1I EAGLE nlvEn LOOP - SUITE 204 - EAGLE nIVEn, ALASKA 99577
Pape 2
Lot 3, Block S, Mountaln Park Estates tit
February 10, 2000
3. 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.
S. 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. 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.
LEACHFIELD BED INSTALLATION:
1. Excavate the proposed Bed Area to the depth shown on the design. The bottom of the
excavation shall be within 2 inches of level. If the bottom of the excavation becomes
smeared, it must be raked or scratched (ruffed -up) before gravel or sand placement.
2. If a sand layer is required, place sand over entire excavation to the required depth shown on
the design. The top of the sand layer must be within 2 inches of level.
3. Sewer rock shall be placed uniformly throughout the entire bed. Perforated distribution
pipe must be installed level with perforations down. Gravel depth below the perforated pipe
shall be a minimum of six (6) inches. Gravel depth above the perforated pipe shall be a
minimum of two (2) inches. The total gravel depth throughout the entire bed shall be a
minimum of twelve (12) inches.
4. The perforated distribution pipes must be no more than six feet apart. The distance between
the outermost perforated distribution pipes and the sidewall of the absorption bed must be
no more than three feet.
5. Silt barrier material must be installed between the final gravel layer and the native soil
backfill. Ensure the silt barrier covers the entire gravel surface before placing backfill.
6. Monitor tubes shall be of four (4) inch diameter, installed at the locations shown on the
design, and extend a minimum of 12 inches above final grade. The portion of the
monitoring tube extending through the gravel depth shall be perforated six (6) inches below
the bottom of the horizontal distribution lines. The monitoring tube should not extend
below the bottom of the gravel surface.
7. Backfill over the final gravel layer must not be less than twenty-four (24) inches. Insulation
must be installed when the backfill depth is less than thirty-six (36) inches. The finished grade
over the bed must be mounded to prevent the formation of a depression after settling.
Pape 3
Lot 3, Block 5, Mountain Park Estates 02
February 14, 2000
8. A mound system is to have the upper six inches of topsoil and be seeded for vegetation.
MINIMUM MATERIAL SPECIFICATIONS:
1
2.
3.
4.
5.
1.1
iA
Any septic tank proposed for installation must be constructed by a Municipally approved
septic tank manufacturer.
The following pipe materials are approved for use in septic system installations in the
Municipality of Anchorage:
Cast Iron
ASTM D3034 (PVC)
ASTM F810 (HDPE)
ASTM D2662 (ABS)
Yes
Yes
Yes
Yes
Yes
No
Yes
Yes
Use of a type of pipe other than listed above must be approved by the inspecting engineer.
Insulation shall be at least 2" thick extruded direct burial polystyrene (Dow Chemical
Company Styrofoam HI or equal).
Septic tank inlets and outlets shall be fitted with watertight couplings (Caulder, Femco, or
equal).
A permeable nontoxic silt barrier (Typar 3401, Mirafi 140N, or equal) must be installed
between the final leachfield gravel layer and the native soil backfill.
All leachfield gravel (sewer rock) shall be 0.5"-2.5" screened gravel with less than 3%
passing the #200 sieve.
When sand is being used as a filter material, its gradation specifications must conform to
current MOA or ADEC requirements.
INSPECTIONS:
11 Typically there will be a minimum of three (3) inspections required during the installation of the
1 wastewater disposal system. These inspections will occur as follows:
1
1. The first inspection must be conducted after the excavation of ditches, pits, trenches,
or beds and before the installation of any gravel. A septic tank may be set in place,
but may not be backfilled before this inspection.
1
i
Paye I
Lot 3, Block S, Mountaln Park Estates 02
February 1/, 2000
2. The second inspection must be conducted after the placement of the silt barrier,
gravel, distribution lines, standpipes, cleanouts, and insulation, but before the
placement of any other backfill.
3. The final inspection is to occur upon final grading of the property.
Ogen there will be more than these 3 inspections required. Especially with the installation of
multiple trenches, sand filters, pressurized distribution systems, etc. Thus, 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 owner shall contract with the contractor to perform the work outlined in these specifications
and plans and in accordance with the attached MOA permit or ADEC Authority to Construct.
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.
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