HomeMy WebLinkAboutEAGLE RIVER VALLEY RANCHETTES LT 26BEagle River
Valley
Ranchettes
Lot 26B
#050-223 -15
Fvlvme I I P%L
JAN 29 2013
Municipality of Anchorage
On -Site Water and Wastewater Program • (907) 343-7904 Page 1 of 3
ON-SITE WASTEWATER INSPECTION REPORT
Permit Number: OSP121222 PID Number: 050-223-15
Dwelling: N Single Family (SF) ❑ Duplex (D) ❑ Multiple (SF and/or D) Project: ❑ New N Upgrade
Name:
George & Linda Drummond
ABSORPTION FIELD
El Deep Trench NShallow Trench El Bed El Mound
❑ Other
Address
18521 WhirlaWay Road
Phone
Number of Bedrooms
3
Soil Rating
0.8 GPD/SF
Total depth from original grade
5.5 Ft.
LEGAL DESCRIPTION
Depth to pipe invert from original grade
3.0 Ft.
Gravel depth beneath pipe
2.5 Ft.
Subdivision Block
Eagle River Valley Ranchettes
Lot
26B
Fill added above original grade
0.5 Ft.
Gravel length
75 Ft.
Township Range
Section
Gravel widthBeds:
5.0 Ft.
Number of Lines
N/A
Distance between lines
N/A Ft.
SEPARATION DISTANCES
To
From
Septic
Tank
Absorption
Field
Lift Station
Holding
Tank
Sewer
Line
Total absorption area
585.9 Flz
Number of trenches
2
Dist. between trenches
12.1 Ft.
well
N/A
N/A
N/A
N/A
N/A
TANK ❑p Septic ❑ S.T.E.P. ❑ Holding ❑ Other
Manufacturer
Anchorage Tank
Capacity
1000 Gal.
Surface Water
100+
100+N/A
N/A
Material
Steel
Number of compartments
2
Lot Line
27.6
10.0
N/A
N/ANA
Foundation13.2
15.5
NIA
N/A
LIFT STATION
Manufacturer
Capacity
Gal.
Curtain Drain
N/A
N/A
N/A
N/A
Remarks
Pump on level at
Ind
Pump off level at
in.
High water alarm at
in.
Pump make and model
Electrical Inspections performed by
Installer
Jes Septic Pumping
PIPE MATERIAL House to tank PVC n kto
drainfleldld PVC
Dralnfield PVC co/Mr PVC
Inspector Pannone Engineering Services
BENCHMARK (Assumed elevation)100 ft
Inspdates: 1" 8/28/12 2m 8/28/12
3' 8/29/12 a
Location and description
Garage FF
COMMUNITY DEVELOPMENT DEPARTMENT APPROVAL
Conditional Approval: Date
Engineer's Stamp
#�,
seven a none'
I. CE 8149
�ll`D�Ai�+�
Approved
pp
Date �J 1 Q
� 1- thi��
Inspection Repor-9-1-1�:0i;
......... . .....
NEW 1000g SEPTIC TANK,
INSTALLED DCO
DRIVEW SHED
DRAIN FIELD (E) J 1000g SEPTIC TANK)
IN FAILURE f o ABANDONED PER CODE
ABANDONED PER CODE
ANY PART WITHIN 10' � DCO .._,
OF NEW FIELD REMOVED
/ Ti C
SHED T2
mi B
J C1 3BR
.0 HOUSE
FS A
A
B
C
T7
02
16.6
19.8
T2
w
17.0
24.3
DCO
17.6
27.1
Ci
50.0
54.4
WATER SERVICE
Al
46.7
51.3
M3
C2
19.8
38.5
M2
19.8
37.5
CONNECT (E)
C3
60.9
69.9
j TH-1
M3
59.2
68.4
C4
37.4
56.2
v
M4
38.8
58.0
......... . .....
NEW 1000g SEPTIC TANK,
INSTALLED DCO
DRIVEW SHED
DRAIN FIELD (E) J 1000g SEPTIC TANK)
IN FAILURE f o ABANDONED PER CODE
ABANDONED PER CODE
ANY PART WITHIN 10' � DCO .._,
OF NEW FIELD REMOVED
/ Ti C
SHED T2
mi B
J C1 3BR
.0 HOUSE
FS A
(E)
� �.
02
s
\s \'M2
w
C
WATER SERVICE
M3
C4 V
Lu
CONNECT (E)
j TH-1
M4
w' �`
v
0
26B
DRAIN FIELD (P)
WHIRLAWAY ROAD
�.
(1 EA) 35LF, 5'W, 2.5'ED, 5.5'TD --- -_
(1 EA) 40LF, 5'W, 2.5'ED, 5.5'TD
rc
i
o
�
w
NOTES:
�7�1�� 7�7� �T
PAMOoNE7 ENGRASVC,
T T
LLC
��� \
OF A�gsll+
Date
9/18/2012
RECORD DRAWING
GE, AK
99510
�y�)
Scale
PHONE (907) 272-8218 FAX (907)
272-8211
/�g�Q
.........
�.... . . ..
P.I.D. NO
EAGLE RIVER VALLEY RANCHETTES
LOT 261
050-223-15
GEORGE & LINDA DRUMMOND / Steven R. Pannone PERMIT NO.
18521 WHIRLAWAY ROAD (�+Pcy'• E 8149 ' �� osPlzlzzz
PLAN EAGLE RIVER, AK 99577 i�l�-��OFESSON` Sheet
h2 0P 3
SPECIAL PROVISIONS TO SPECIFICATIONS
1. ALL CONSTRUCTION WAS INSTALLED AS SPECIFIED IN THE MOST CURRENT EDITION OF THE MUNICIPALITY OF ANCHORAGE
STANDARD SPECIFICATIONS (MASS) FOR COMPONENT PARTS AND MATERIALS USED IN CONSTRUCTION OF ON—SITE
WASTEWATER DISPOSAL SYSTEMS.
2. ALL WORK WAS IN ACCORDANCE WITH THE ATTACHED SPECIFICATIONS.
3. SCOPE OF WORK: INSTALLED NEW 1000g SEPTIC TANK AND SOIL ABSORPTION SYSTEM.
4. GROUNDWATER WAS MONITORED AT A DEPTH OF 11.5' AS EVIDENCED BY THE SOIL TEST HOLE. AN APPARENT WATER
TABLE WAS NOT OBSERVED IN ANY OF THE EXCAVATIONS LESS THAN 11.5 FEET BELOW EXISTING GRADE.
NEW 1000g
SEPTIC
TANK
DESIGN PARAMETERS
PRIMARY/RESERVE SEPTIC SYSTEM
NO. BEDROOM: 3 (450 gpd)
TANK SIZE: 1000g (E)
PERC RATE = 7.6 MPI
SOIL RATING: 0.8 GPD/SF
AREA ROD: 562.5 SF
SYS. TYPE: WIDE TRENCH 2.5' E.D.
RF: .64
MIN LENGTH: 72 LF
92.8
89.1
90.3
56.6
PROFILE
TER FABRIC
0 DRAIN PIPE
ROCK 6" ABOVE PIPE INV
92.8 2.5 Z�= j&
2.5
90.3{T
�SA }
6.0
7/25/2012
SECTION 15'0 BOH 76'0
w
m m
a a
0 _ "s
o FILTER FABRIC E 0
o /—ORP1N ROCK 6" ABOVE PIPE INV 0
n Z / / ,,4" 0 DRAIN PIPE 0
TRENCH SEE DESIGN
LEGEND
—w—w— WATER LINE/
WELL RADIUS
USED:
(1 EA) 35LF X 5.0' WIDE, 2.5' E.D., 5.5' TD
(1 EA) 40LF X 5.0' WIDE, 2.5' E.D., 5.5' TO
TOTAL AREA: 585.9 SF
Be NEW SEPTIC
NOTES: PAMONE ENG SVC, ! iw'
RECORD DRAWING P.O. BOX 100217 ANCHORAGE, AK 99510
PHONE (907) 272-8218 FAX (907) 272-8211
EAGLE RIVER VALLEY RANCHETTES, LOT
GEORGE & LINDA DRUMMOND
18521 WHIRLAWAY ROAD
DESIGN DETAILS EAGLE RIVER, AK 99577
—09.1
DRAIN ROCK
—66.6
(NE)
(sw)
(NE)
(sw)
(NE)
(s1'!)
A"' _ •►7
..
CU
COPPER
DIP
DUCTILE IRON PIPE
TH
TEST HOLE
FC
FOUNDATION CLEAN OUT
T#
TANK CLEAN OUT NO.
C#
CLEAN OUT NO.
M#
MONITOR TUBE NO.
R.I.
RIGID INSULATION
DCO
DOUBLE CLEAN OUT
DV
DIVERTER VALVE
FS
FLOW SPLITTER
BFG
BELOW FINISH GRADE
OG
ORIGINAL GRADE
FG
FINISH GRADE
TS&V
TOPSOIL AND VEGETATE
r- HLAZIlk 17/18/2012
*: �q7}{ •._{'I/ NTS
PERMIT NO.
OSP121222
Sheet
3 OF
Permit Number:
Tax Code Number:
Work Type:
On-Site Wastewater Disposal System Permit
OSP121222
05022315000
Septic
MUNICIPALITY OF ANCHORAGE
Development Services Department
On-Site Water & Wastewater Program
4700 Elmore Road, PO Box 196650
Anchorage, AK 99519-6650
Telephone: (907) 343-7904
Upgrade
Permit Effective Dates: August 08, 2012 to August 08, 2013
Design Engineer: PANNONE ENGINEERING SERVICE
Subdivision: EAGLE RIVER VALLEY RANCHETTES
Site Legal Address: EAGLE RIVER VALLEY RANCHETTES LT 26B G:0054
Owner/Address: DRUMMOND GEORGE G & LINDA J
18521 WHIRLAWAY ROAD EAGLE RIVER AK 995778334
Site Mailing Address: 18521 WHIRLAWAY RD, Eagle River
Lot Size in Sq Ft: 15227
Total Bedrooms: 3
This permit is for the construction of:
Y Disposal Field Y Septic Tank N Holding Tank N Privy N Private Well N 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 Wastewatar
Disposal Regulations (18AAC72) and Drinking Water Regulations (18AAC80).
3. The wastewater code requires inspections during the installation; The engineer must notify the Development Services
Department at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 (24 hours).
4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must either:
A. Open and Close on the same day.
B. Covered, sealed, and heated to prevent freezing.
Date:
MUNICIPALITY OF ANCHORAGE
Community Development Department
Development Services Division
On-Site Water & Wastewater Program
Mayor Dan Sullivan
Phone: 907-343-7904
Fax: 907-343-7997
ON-SITE SEWER/WELL PERMIT APPLICATION
FOR A SINGLE FAMILY DWELLING
Parcel I.D. ~-0- Z..Z.$- 15-
Property owner(s) 6--------------------~mc.&' _p..-/.-14/O,~ _BfLO4,i~,/e,uO Day phone
Mailingaddress 1~5-2.-I ~31h~.~.~ l~,,~.. ~/~ ~,~
Site address ~ ~/ ~ ~~ ~o ~
Legal description (Sub'd., Block & Lot) ~4~ &~ d4~y
Legal description (Township, Range & Section)
Lot Size J~Z¢7 Sq. Ft. Number of Bedrooms
THIS APPLICATION IS FOR:
([] all that apply)
Absorption Field
Septic Tank
Holding Tank
Privy
Private Well
Water Storage
THIS APPLICATION IS AN:
Initial []
Upgrade ~
Renewal []
THIS APPLICATION INCLUDES A VARIANCE / WAIVER REQUEST FOR:
I certify that the above information is correct. I further certify that this application is being made
fo~ng and is in accordance with applicable Municipal Codes.
(Signature of property owner or authorized agent)
Permit/Rush Fees:
Date of Payment:
Receipt Number:
Permit No.
4
Waiver Fees:
Date of Payment:
Receipt Number:
Waiver No,
G:\Building\On Site\Forms\Client Forms\Permit App_010411 .doc (Rev. 1/11 )
Pannone Engineering Services LLC
Steven R. Pannone, Principal
Registered Professional Engineer
E-maih steve~panenRak corn
July 25, 20:12
Municipality of Anchorage
Development Services Department
On-Site Water & Wastewater Program
4700 S. Bragaw Street
P. O. Box 196650
Anchorage, Alaska 99519
Subject:
Eagle River Valley Ranchettes, Lot 26B
Septic System Permit Upgrade Request
Ladies and Gentlemen:
I am writing to request a permit to construct an upgrade septic be issued for this property. The proposed
systems will serve an existing three (3) bedroom house. Currently the lot is developed. The existing drain
field is in failure and will be abandoned per code. The new drain field will be built just downhill
(southwest) from the existing field, The lot is served by public water. The surrounding lots are also served
by public water.
1. Soils. One test hole was excavated by Pannone Engineering Services in July, 2012, and the ground
water was monitored for seven days. Ground water was monitored at a depth of :11.5' after the
monitoring period. Bedrock was not encountered. It is my opinion, based on the results of the
percolation tests and overall soils appearance; an application rate of 0.8 gallons/day/square feet should
be used for a conventional wastewater system.
Soil Absorption System Design.
a. See Sheet 2 of the design package
3. Surface Water: There is no surface water within 100 feet of the proposed septic tank and drain
field. The proposed drain field upgrade will maintain at least 100 feet from all surface water and drainage
ditches.
4. Topography: The drain field will be installed on an area of approximately :15% to 17%. There are
no steep slopes in the vicinity of the proposed system.
S. Drawing Markings: The Drawings are marked "For MoA Review Only". When written notification
that the review is complete and that there are no further comments is received from MoA On-Site
Ma[~ing: P,O, Box 100217, Anchorage, AK 99510-0217
Physical: 332 East Manor, Anchorage, AK 9950:l
Telephone: (907) 272-82:18 FAX: {907) 272-82:11
Page 2 of 2
Department, the note will be removed and "Issued for Construction" drawings will be issued.
The proposed installation will not affect the future development of the surrounding or existing lots. There
are no wells or septic systems within 100 feet of the proposed septic location.
If you have any questions or concerns, please contact me at 272-8218.
Sincerely,
Steven R. Pannone, P.E.
Owner/Civil Engineer
Attachments
-Soils Log
-Septic System Design
Mailing: P.O. Box 100217, Anchorage, AK 99510-0217
Physical: 332 East Manor Ave, Anchorage, AK 99501
Telephone: (907) 272-8218 FAX: (907) 272-g211
/DRAIN FIELD 'E' Z/ '~ -" ",'-'~7~ / ABANDON~ PER CODE
. /A~m~UUN Y~N UUU~ '.:;~:~ ~ / ~ ~" -.~/ INSTALL ~CO AND FS
~'~'~:~" ~ '/ ~ ~Z ~¥ ~ ~ 5BR ~'~
.. ~ /./0~ .~ HOUSE--/ I
' ~ '// 2~ ~NN .~ , {~) ,
/x ,' ~
- - D~RE?_¢~} ~ ...... · WHIR~WAY ROAD
(1EA} 55LF, 5 W, 2.5 ED, 5.5 TD .... ' ...... .
(1EA) 40LF, 5'W, 2.5'ED, 5.5'TD '} ~
,'
FOR CONSTRUC~ON P,O. BOX 100217 ANCHORAGE, A~ 995;0 ~.~ ...... :O&~~ 8/3/2012
~P.I.D. NO
EAGLE RIVER VALLEY RANCHETTES, LOT 26~ 05o-22~15
GEORGE & LINDA DRUMMOND
18521 WHIRLAWAY ROAD '~.. .~;¢2¢ PERMITOsP121222NO'
PLAN EAGLE RIVER, AK 99577 "
SPECIAL PROVISIONS TO SPECIFICATIONS
1. ALL CONSTRUCTION SHALL BE INSTALLED AS SPECIFIED IN THE MOST CURRENT EDITION OF THE MUNICIPALITY OF
ANCHORAGE STANDARD SPECIFICATIONS (MASS) FOR COMPONENT PARTS AND MATERIALS USED IN CONSTRUCTION OF
ON-SITE WASTEWATER DISPOSAL SYSTEMS.
2. ALL WORK SHALL BE IN ACCORDANCE WITH THE ATTACHED SPECIFICATIONS.
3. SCOPE OF WORK: INSTALL NEW lO00g SEPTIC TANK AND SOIL ABSORPTION SYSTEM.
4. GROUNDWATER WAS MONITORED AT A DEPTH OF 11.5' AS EVIDENCED BY THE SOIL TEST HOLE. IF AN APPARENT WATER
TABLE IS OBSERVED IN ANY OF THE EXCAVATIONS LESS THAN 11.5 FEET BELOW EXISTING GRADE NOTIFY THE ENGINEER
IMMEDIATELY.
-~.o-- ~io ///
-- 4-- ~.~,N
~ ~ I SECTION
7/25/2012
- 15.0 BaH
SEPTIC
PROFILE ~.~.c.
ABBREVIATIONS
DESIGN PARAMETERS LEGEND cu COPPER
DIP DUCTILE IRON PIPE
PRIMARY/RESERVE SEPTIC SYSTEM --w ~ WATER LINE/ TH TEST HOLE
NO. BEDROOM: 3 (450 gpd) WELL ~DIUS FC FOUNDATION CLaN OUT
TANK SIZE: lO00g (E) T~ TANK CLaN OUT NO.
PERC RATE = 7.6 MPI -- ss -- N~ SEPTIC C~ CLEAN OUT NO.
SOIL RATING: 0.8 GPB/SF MC MONITOR TUBE NO.
AREA RQD: 562.5 SF
SYS. ~PE: WIDE TRENCH 2.5' E.B. R.I. RIGID INSU~TION
RF: .64 DCO DOUBLE CLEAN OUT
MIN LENGTH: 72 LF DV BIVERTER VALVE
FS FLOW SPLICER
USE: BFG BELOW FINISH GRADE
(1~) 55LF X 5.0' WIDE, 2.5' E.B., 5.5' TB OG ORIGINAL GRADE
(1~) 40LF X 5.0' WIDE, 2.5' E.B., 5.5' TD FG FINISH G~DE
TOTAL AR~: 585.9 SF TS~V TOPSOIL AND VEG~ATE
CONSTRUCTIoNNOTES: P Om
8/3/2012
FOR
P.O. BOX 100217 ANCHORAGE, AK 99510
NTS
EAGLE RIVER VALLEY RANCHETTES, LOT 26~ 050-223-15
GEORGE & LINDA DRUMMOND
~'. CE 8149 .:~ ~ERMIT NO.
18521 WHIRLAWAY ROAD ,~ ~.. ~ osP~2~22~
DESIGN DE TA,LS EAGLE RIVER. AK 99577 i,~--~ Sheet
20F3
SOILS LOG - PERCOLATION TEST Sr~E PL~N
TEST HOLE 1
I OR ORGANICS
7
13 ~ GM SIL~ G~L
WAS GROUND WATER SLOPE
14 ~ ENCOUNTERED? ~
BaH IF YES, AT--AT TH
DEPTH? -11.5-' X
17 ~ DEPTH TO WATER A~ER
MONITORING? -11.5'-
18 DATE: 7~5/12
DATE PERFO~ED: 7/17/12 READING DA~ CLOCK NET TIME L~EL NET DROP
TIME READING
2 11:29 10 MIN 5.47 1.77
4 11:39 10MIN 5.00 1.30
PERDITION ~TE 7.6 (min/inch) PERC HOLE DIAMETER6 inches
TEST RUN BE~EEN 5 ~ AND 6 ~
COMME~S: Test hole excavated by FLINTSTONE ENTE~RISES. ~ec hole was preso~ed.
Test ~n for at least one hour. ~st 3 read~gs reposed
PERFORMED BY: Steven R. P~none, P.E. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE
WITH ~L STATE AND MUNICIPAL GUIDLINES IN EFFE~ ON THE DATE OF THIS TEST.
NOTES: P~O~ ~G ~C, ~ I' 8/3/2012
FOR CONSTRUO~ON P.O, BOX 102954 ANCHORAGE, AK 99510
PHONE (~07) 272-8218 tAX (007) 272-8211~-'~"~ ..~ ,
EAGLE RIVER VALLEY RANCHETTES, LOT 26~~o~-~'~ 95~25-15
GEORGE ~ LINDA DRUMMONDi~'~" CE 8149 '~ PERMIT NO.
18521 WHIRLAWAY ROAD ~. .~'~
SOILS LOG EAGLE RIVER, AK 99577 ~'~ ...... k~ Sheet
WATER
READING DATE CLOCK NET TIME LEVEL NETDROP
TIME
READING
I 7/18/12 t1:19 -- 3.70 --
2 11:29 10 MIN 5.47 1.77
3 11:29 -. 3.70
4 11:39 10MIN 5.00 1.30
5 11:39 ... 3,70
6 11:49 10 MIN 5.01 1.31