HomeMy WebLinkAboutROSEBUD HILLS BLK 1 LT 2bud Hills
Block I
Lot Z
#017-381-39
MUNICIPALITY OF ANCHORAGE ,�„�.,,,
On-Site Water&Wastewater Program N° 'S,h
PO Box 196650 4700 Elmore Road
Anchorage,Alaska 99519-6650 Phone:(907)343-7904 Fax:(907)343-7997 r,
http://www.muni.org/onsite
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On-Site Water System Permit
Permit Number: OSP171070 Effective Date: 5/8/2017
Work Type: Well Initial Expiration Date: 5/8/2018
Tax Code Number: 01738139000
Site Legal Address: ROSEBUD HILLS BLK 1 LT 2 G:2837
Site Mailing Address: 5421 RIDGEVIEW DR, Anchorage
Owner: MELLOTT MILTON MATTHEW TRUST Lot Size in Sq Ft: 57091
Design Engineer: Total Bedrooms: 3
This permit is for the construction of:
❑ Disposal Field ❑ Septic Tank ❑ Holding Tank ❑ Privy Q Private Well ❑ Water Storage
All construction shall be in accordance with:
1. The attached approved design.
2. All requirements specified in Anchorage Municipal code Chapters 15.55 and 15.65 and the State of Alaska
Wastewater Disposal Regulations (18AAC72)and Drinking Water Regulations (18AAC80)
3. The wastewater code requires inspections during the installation. The engineer shall notify the Development
Services Department per AMC 15.65. Provide notification by calling (907) 343-7904 (24/7).
4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather
shall be either:
a. Opened and Closed on the same day, or
b. Covered, sealed, and heated to prevent freezing
Special Provisions:
1. Maintain 100 foot separation from secondary system on Rosebud Hills Block 1 Lot 3 (site plan attached for
reference).
2. To close this permit, please submit:
a. Well log
b. Pump install log
c. Water sample results
CM(
';”
Received By: "14 Date:
Issued By: P-ditr Date: 5/8/17
MUNICIPALITY DF ANCHORAGE
�0 `,
Community Development Department tr
t' ;-__7
Phone: 90 3� 4
Development Services Division Fax' X43-7997,
On-Site Water & Wastewater Program ti�' "��
ON-SITE SEWER/WELL PERMIT APPLICATION la MAY 4 4 21017 D
M
6.
ti
Parcel I.D. C E 9 -3 8 f ` 3 q �` �A
Property owner(s) f'1/ L T C¢-r tv G �a'tZ Day phone 3 6 $ S
Mailing address q t CZ I a C, C V1(W LZ•D /}r44, c . !A tc. ci ? !6 9$-91�
at 1-
Site address IA K E
Legal description (Sub'd., Block & Lot) F' 5 E 0 u p t-4 C L L r f / L 2-
Legal description (Township, Range & Section)
Lot Size ' 7,' 9 I Sq. Ft. Number of Bedrooms '3
APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING:
(IE all that apply)
Absorption Field ❑ Initial 21 Single Family (SF) [
Septic Tank ❑ Upgrade (wlwo ADU)
❑ Duplex (D) ❑
Holding Tank ❑ Renewal El
Privy CI (SF
Dwellings ❑
(SF and/or D)
Private Well
Water Storage ❑
THIS APPLICATION INCLUDES A VARIANCE /WAIVER REQUEST FOR:
Distance:
I certify that the above information is correct. I further certify that this is in accordance with
applicable Municipal Codes.
2 e(Si rae of propeoyw r or
authorized agent)
Permit/Rush Fees: Se2/5. Waiver Fees:
Date of Payment: J`7[Ei` Date of Payment:
Receipt Number: alt ltA4 Receipt Number:
Permit No. (3-SPl7-IOW) Waiver No.
Permit App_9-1-12.doc
LOT 3 LOT 3 8427A
\k'''
a N$9°41'7 7"E 158.30 1io ADDITION NO.2
10' UTIL. ESMT.
USE ZO
APPRO ED Septic
LOT 2 Vents
SY zez57,091±sf
/
DATE_____21 - .���i.. -1
AM K'ork shah be
done as shop. shallp�
Approved plans and
and specirwa this not
t
hanged. modified or altered wir first1
mange order. obtain, \ ` I
cv \ \ 1 ti m
Lo \\
cii
LOT I \ \ 1 `• LOT 3 •
\ °
19i A
0 78 ` V w x Y • A�`3"-•-C. 0 SCALE: 1"---- 60'
50.0 a O idi op
q // / T Proposed c b 40
Zf o 1Story oo Z A P
s Frame N SPOT ELEVATIONS
3 Ex4704.7 q� House to E EX=708,7
Fin709.0 .8c Topfdn=709.7F Fin=76•.01 t A-707.0 K=711.9 U=706.1
1 L=709.1 V=705.0
J14‘
\ p 15.00 0 15.0 X30.. B=707.7
U� �' \ `},io o + " p C. C=708.5 M=711.8 W=705.2 (�
tEi D=709.2 N=711.6 X=705.7
If) `9 st20.0 J fry`c1�Q c.) L E=709.9 0=711.5 Y=706.1
3 v F=710.6 P=711.3 Z=706.5
•� ti1, 5<keO `tcFi' NG' G=711.3 Q=710.3 AA=706.9
J o J1 h . ` ` • r •'-' • H=711.5 R=709.2
,J / ;4 1 5 1= 711.7 S=708.1
Q / O �'s'
',, 'TV J=711.9
T=707,1
/ c$ tpt 6'4 . \
�a \ I
r / / g �i , V F�. ,
`L. to / / \ \ o 'cecam
\ \ %.tl -! / !!I
I i / B47.4° ) .
J 40 R 5a 5a
R 103.0�, OR\'
ORID O'EvI Staking prior to construction
1r
PROPOSED CONSTRUCTION REVISED 5-26-16
PROPOSED CONSTRUCTION 12-18.15 •
l"'+4.‘;"X r% 1, AS-QUILT NO CORNERS SET THIS DATE
4, .( . OF • . . A i I hereby certify that I have performed a Mortgagee's inspection
,�R'• .Si�- f of the following described property: LOT 2, BLOCK 1.
NOTES t'7• 49th �; .. 7 t� ROSEBUD HILLS SUBD.
1. Staking p •80rior to construction /.�• y •• /
2. Lot coverage=6.1% / Anchorage Recording District,Alaska,and that the
3. Driveway Grade=4.0% .4 14117-..-L'' improvements situated thereon are within the property lines
fi .Fred Wa I a t k a ; and do not overlap or encroach on the property lying
4.Elevations per Google Easth Maps c f adjacent thereto, that no improvements on the property tying
'"rA•• 3255 - 5 ••Jq-_ adjacent thereto encroach on the premises in question and
rf �Pp •. . • 5 that there are no roadways,transmission lines or other
' '°,P • • • • • �a visible easements on said property except as indicated
i ssioNAL .N., hereon.
1k r\XN:N. Dated at Anchorage,Alaska
EASEMENTS OF RECORD, OTHER THAN --I:, " L this 29th day of OCTOBER ,2015.
THOSE SHOWN ON THE RECORDED FRED WALATKA&ASSOCIATES
PLAT ARE NOT SHOWN HEREON. FB 15-14, p. 17 BE (907-248-1666) Engineers and Surveyors
1
Inspection Keport_1-1-12.doc Gykj_ Zq &A
209 ct,4L
Municipality of Anchorage
Community Development Department Page 1 of 2
On -Site Water and Wastewater Program
4700 Elmore St. - P.O. Box 196650 Anchorage, AK 99519-6650 - http://www.muni.org/onsite - (907) 343-7904
ON-SITE
WASTEWATER INSPECTION REPORT
Permit Number: OSP1 51195
PID Number: 017-381-39 R,/ New ❑ Upgrade
Name:
MILTON MELLOT
ABSORPTION FIELD
Rv Deep Trench 0 Shallow Trench [] Bed E] Mound
Address
5421 RIDGEVIEW DRIVE
El Other
Phone
Number of Bedrooms
Soil Rating
Total depth from original grade
4
0-8GPD/SF
9-0 Ft,
LEGAL DESCRIPTION
Depth to pipe invert from original grade
3.0 Ft.
Gravel depth beneath pipe
6-0 Ft.
Subdivision
Block Lot
ROSEBUD HILLS
1 2
Fill added above original grade
1.6 Ft.
Gravel length
63 Ft.
Township Range Section
Gravel width
2,5 Ft.
Beds: Number of Lines
Distance between lines
Ft.
SEPARATION DISTANCES
To
Septic
Absorption
Holding
Sewer
Total absorption area
Number of trenches
Dist. between trenches
From
Tank
Field
Lift Station
Tank
Line
756 F1.2
1
Ft.
Well
1282
155.0
N/A
N/A
73.3
TANK [D Septic 0 S.T.E.P. R Holding 171 Other
Manufacturer
ANCHORAGE TANK
Capacity
I 1250G,L
Surface Water
100+
100+
N/A
N/A
Material
STEEL
Number of compartments
2
Lot Line
27.9
28.8
N/A
N/A
NA
Foundation
27.7
54.1
N/A
N/A
LIFT STATION
Manufacturer
Capacity
Curtain Drain
50+
j 50+
N/A
N/A
Gal.
Remarks
Pump on level at
—.1 in.
Pump offte�at
in.
High water alarm at
in.
Pump mak%-i5rn-d model
Electrical Inspections performed by
Installer
PIPE MATERIAL House to tank 3034 Tank to drainfield 3034
MILTON MELLOT
Drainfield 3034 CO/MT 3034
BENCH MARK (Assumed elevation) 104ft
Inspector PANNONE ENGINEERING SERVICES
Inspection
dates: 9/25/15
Zd 9/25/15
Location and description
31d 5/11/18
41"
SE BOTTOM HOUSE TRIM
COMMUNITY DEVELOPMENT DEPARTMENT APPROVAL
Engineer's Stamp
L
OF. Ak,
Conditional Approval:
Date
tfeW onnone
Approved
r97 814 ..,
V4� AV,
Date Jo�_Ob
�,ZZ
Inspection Keport_1-1-12.doc Gykj_ Zq &A
209 ct,4L
DESIGN PARAMETERS
PRIMARY SEPTIC SYSTEM
NO. BEDROOM: 4 (600 gpd)
TANK SIZE: 12508
PERC RATE: 9.38
SOIL RATING: 0.8 GPD/SF INSTALLED DRAIN FIELD
'AREA RQD: 750 SF 63.OLFx2.5'Wx6.O'E.D ' O'T.D.
SYS. TYPE: DEEP TRENCH 6.0'ED W/CO AND MT AT END
MIN LENGTH: 62.5 LF
TH— I/
USED:
63LFx2.5'Wx6.O'E.D., 9.0' TD
TOTAL AREA: 756 SF
INSTALLED 12506 SEPTIC TANK
W/ DCO AFTER TANK AND
FC AT HOUSE FOUNDATION
C—Q/
4
1co 10
ID
FOUNDATION
x1r.,
BR F
HOUSE
D
DRIVEWAY
m
� I
LD I w
O D
<
�-- 0 0 0 0 0
0
0 z
Z < z
E < <m2 O z
L
0 -j 4f W< z
_j _j w
L, o- FABRIC o
FILTER 2 u
OG.FG FG. 103.6 DRAIN ROCK 6" ABOVE PIPE INV -i n
104.0* OG. 102.0 1" 1 DRAIN PIPE TH-1
I— OR TOPSOIL
2— GP Cronge
— Sil
1250 g SEPTIC 3—SAND &
TANK \-am 4— GRAVEL
6' SEWER ROCK GM Grovel Sond
PROFILE SCALE: NTS DRY Silt Mix
16/24/15
Hlp��
16 DATE PERFORMED:
06/07/15
NOTES: �k Date
PAMONE ENG SVC, LLC
RECORD DRAWING - " OF 05/15/18
P.O. BOX 100217 ANCHORAGE, AK 99510
REVISED PER MOA PHONE (907) 272-8218 FAX (907) 272-8211 co Scale ;0'* - 49 TN
... .. ... ..... . 1"=50'
COMMENTS 10/26/2018 P.I.D. NO
— ROSEBUD HILLS B1 L2 1A
Steven P'cI'n'n'o*n* e'' 17-381-3S
DRAWN' ACP PETER MELLOTT CE 81 PERMIT —N 0.
5421 RIDGEVIEW DR OSP1 51195
PLAN ANCHORAGE, AK 99516 OFESSid Sheet
1 2 OF 2
A
B
FC
30.6
31.9
T!
29,5
66.6
T2
36,5
70.2
DCO
44.6
74.5
M1
113.0
128.2
C!
116.7
131.2
DRIVEWAY
m
� I
LD I w
O D
<
�-- 0 0 0 0 0
0
0 z
Z < z
E < <m2 O z
L
0 -j 4f W< z
_j _j w
L, o- FABRIC o
FILTER 2 u
OG.FG FG. 103.6 DRAIN ROCK 6" ABOVE PIPE INV -i n
104.0* OG. 102.0 1" 1 DRAIN PIPE TH-1
I— OR TOPSOIL
2— GP Cronge
— Sil
1250 g SEPTIC 3—SAND &
TANK \-am 4— GRAVEL
6' SEWER ROCK GM Grovel Sond
PROFILE SCALE: NTS DRY Silt Mix
16/24/15
Hlp��
16 DATE PERFORMED:
06/07/15
NOTES: �k Date
PAMONE ENG SVC, LLC
RECORD DRAWING - " OF 05/15/18
P.O. BOX 100217 ANCHORAGE, AK 99510
REVISED PER MOA PHONE (907) 272-8218 FAX (907) 272-8211 co Scale ;0'* - 49 TN
... .. ... ..... . 1"=50'
COMMENTS 10/26/2018 P.I.D. NO
— ROSEBUD HILLS B1 L2 1A
Steven P'cI'n'n'o*n* e'' 17-381-3S
DRAWN' ACP PETER MELLOTT CE 81 PERMIT —N 0.
5421 RIDGEVIEW DR OSP1 51195
PLAN ANCHORAGE, AK 99516 OFESSid Sheet
1 2 OF 2
Permit Number: OSP151195
Tax Code Number: 0'1738139000
Work Type: Septic
Permit Effective Dates: July 21,20t5
On-Site Wastewater Disposal System Permit
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
Initial
to July20, 2016
Department
Design Engineer: PANNONE ENGINEERING SERVICE
Subdivision: ROSEBUD HILLS
Site LegalAddress: ROSEBUD HILLS BLK 1 LT 2 G:2837
Owner/Address: MELLOTT MILTON MATTHEW TRUST
MELLOTT MILTON MATTHEW TRUSTEE 5501 RIDGEVIEW DR ANCHORAGE AK 995163023
Site Mailing Address: 5421 RIDGEVIEW DR, Anchorage Lot Size in Sq Ft: 57091
Total Bedrooms: 4
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 Wastewater
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.
Received By:
Issued By:
Date:
Date:
MUNICIPALITY OF ANCHORAGE
Community Development Department
Development Services Division
On-Site Water & Wastewater Program
ON-SITE SEWER/WELL PERMIT APPLICATION
ParCel I.D. 017-381-39
Property owner(s) Milton Melior
Mailing address 550t ¢tfdgeview Drive, Anchorage, AK 99516
Day phone
Site address 5421 Ridgeview Drive, Anchorage, AK 99516
Phone: 907-343-7904
Fax: 907-343-7997
SUBI tTTA/
Gretchen Stuller
Legal description (Sub'd., Block & Lot) ROSEBUD HILLS,
Legal description (Township, Range & Section)
Lot Size 57091 Sq. Ft. Number of Bedrooms/3''
APPLICATION IS FOR:
([] all that apply)
Absorption Field []
Septic Tank []
Holding Tank []
Privy []
Private Well []
Water Storage []
APPLICATION IS AN:
Initial []
Upgrade []
Renewal []
TYPE OF DWELLING:
Single Family (SF) []
(w/wo ADU)
Duplex (D) []
Multiple Dwellings []
(SF and/or D)
THIS APPLICATION INCLUDES A VARIANCE I WAIVER REQUEST FOR:
Distance:
I certify that the above information is correct. I further certify that this is in accordance with
applicable Municipal Codes.
(Signature of property owner or authorized agent)
Permit/Rush Fees:
Date of Payment:
Receipt Number:
Permit No.
h5
I¢_Sp.I.5'I i'
Waiver Fees:
Date of Payment:
Receipt Number:
Waiver No.
Permit App_L'- :. :'._.CCC
Pannone Engineering Services LLC
Steven R. Pannone, Principal
Registered Professional Engineer
E-ma steve(~panenl~ak:com
June 25, 2015
Subject:
ROSEBUD HILLS B:Z L2
Initial Septic .S. ystem Permit Request
Design Narrative
This is a design narrative for a permit to install an initial septic system to be issued for this property. The
proposed systems will serve a proposed three (3) bedroom house. Currently the lot is undeveloped. The
proposed~¥stem will utilize a 1250g septic tank with a conventional drain field. This lot will be served by
p~¢ $.~. a private wel~. The surrounding developed lots ~re served by private wells. There are no wells w~thm :~00
of the proposed septic system
Soils. One test hole was performed in the vicinity of this system by Pannone Engineering Services in
June of 2015, and groundwater was monitored for at least seven days. Ground Water was not
observed to a depth of 16.0' below the surface in the test hole monitor tube in June of 2015. Bedrock
was not encountered in the test hole. 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 in the area of these test holes.
2. Soil Absorption System Design.
a. See Sheet 1of the design package.
3. Surface Water: There is no surface water within 100 feetofthe 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 existing topography slopes from the east to the west at approximately 7% it~ the
area of the septic system. There are no steep slopes within 50' of the proposed drain field. The proposed
drain field will maintain 50' separation all steep slopes.
5. 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
Department, the note will be removed and "Issued for Construction" drawings will be issued.
The proposed installation will not affect the future development 0{ this or the surrounding lots.
Mailing: P.O. Box 100217, Anchorage, AK 99510-0217
Physical: 332 East Manor, Anchorage, AK 99501
Telephone: (907) 272-8218 FAX: (907) 272-82:Z1
SPECIAL PROVISIONS TO SPECIFICATIONS
1. ALL CONSTRUCTION SMALL BE INSTALLED AS SPECIFIED IN THE MOST CURRENT EOITION OF THE MUNICIPALITY OF ANCHORAGE STANDARD
SPECIFICATIONS (MASS) FOR COMPONENT PARTS AND MATERIALS USED tN CONSTRUCTION OF ON SITE WASTEWATER DISPOSAL SYSTEMS.
2. SCOPE OF WORN: INSTALL NEW 12509 SEPTIC TANK AND SOIL ABSORPTION SYSTEM.
S, GROUNDWATER WAS NOT ENCOUNTERED TO A DEPTH OF 16.0 FEET BELOW EXISTING GRADE AS EVIDENCED BY THE SOIL TEST HOLE. IF AN
APPARENT WATER TABLE IS OBSERVED IN ANY OF THE EXCAVATIONS LESS THAN 16.0 FEET BELOW EXISTING GRADE NOTIFY THE ENGINEER
IMMEDIATELY.
Ii ~{ W/CO AND MT AT EACN END
PRIMARY SEPTIC SYSTEM
--MIN LENGTH: 62.5 LF ~ k ~ ,~/~ ) ~ /'
%65LFX2.SWx6.0'E.D., 9.0 TD
ABBREVIATIONS
TH TEST HOLE
(P) PROPOSED
(E) EX~STI~a
CO CLEAN OUT NO.
MT MONITOR TUBE NO.
FC FOUNDATION CLEAN OUT~
~P ~PICAL
06/24/15
PHONE (907) 272-8218 FAX (907) 272-8211
ROSEBUDpETER HILLSMELLoTTB1 L2 ~ ~~ ..................... ~ o17-381-3~
PLAN ANCHORAGE, AK 99516 ~t~t¢~.....A~E~ Sheet
SOILS LOG - PERCOLATION TEST
TEST HOLE 1
OR TOPSOIL / Y
5 --- I GRAVEL /
/
WAS GROUND WATER
14 -- ENCOUNTERED? N
15 IF YES, AT WHAT TH 1
~ 6 DEPTH?
DATE PERFORMED; 06/07/15 DEPTH TO WATER AFTER
MONITORING? DRY -
DATE: 6-24-15
PERCO~T[ON RATE B.38~minHme~ / P~RC HOLE O~A~ETER ~" / TEST RUN BETWEEN 4
COMM~NTS: Test hole excavated by Digger Dan's Backhoe. Test Hole was presoaked before Rerc test.
PE~FORMED BY: $teven R. Pannone, R.E. I C~RTIFY THAT THIS T~ST WAS P~RFORM~D IN ACCORDANCE WITH ALL STATE
AND MUNICIRAL 6UIDELINES IN EFFECT ON THE DAT~ OF THIS T~ST.
PHONE (907) 272-8218 FAX (907) 272-8211 ScaleNTS
ROSEBUD HILLS B1 L2 ~~
PETER MELLOTT *,~:.. CE 8149 .,~ PERMIT NO,
5501 RIDGEVIEW DR
SOILS LOG ANCHORAGE, AK 99516 t~{~;X~ Sheet