HomeMy WebLinkAboutRABBIT CREEK VIEW & HEIGHTS BLK 7H LT 7AP abbit Creek
V iew &Heights
Block 7H
Lot 7A
#020-571-08
MOA has confirmed that the on-site
systems have not been installed.
MUNICIPALITY OF ANCHORAGE
Development Services Department
On -Site Water 8 Wastewater Program
4700 South Bragaw Street
P.O. Box 196650, Anchorage, AK 99519-6650
(907) 343-7904
ONSITE WASTEWATER DISPOSAL SYSTEM I WATER SUPPLY PERMIT
Renewal
Permit Number: SWO80082
Date Issued: Jun 17, 2008
Expiration Date: Jun 17, 2009
Parcel ID: 020-571-08
Legal Description: RABBIT CREEK HEIGHTS BLOCK 7H LOT 7A
Design Engineer: 0062 PANNONE ENGINEERING SERVI( Site Address: 16900 CARL STREET
Owner Name: TODD ELMORE Lot Size: 28209 SO. FT.
Owner Address: 11661 FRANCIS ELAINE CIRCLE Total Bedrooms: 4 Permit Bedrooms: 4
ANCHORAGE, AK 99515 -
This permit is for the construction of:
n✓ Disposal Field Q Septic Tank ❑ Holding Tank ❑ Privy Private Well ❑ 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 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.
The following special provisions;
-ONSITE PROGRAM TO BE NOTIFIED A MINIMUM OF 2 HOURS PRIOR TO ANY INSPECTION.
-THE UPPER 6 INCHES OF THE MOUND
TO PROVENT STEMEROSMUST CONSIST OF TOP SOIL AND THE MOUND MUST BE
VEGETATED
Received By: ? D
Issued
Date:�&(_ O
Date: ?
lity ",�,ncnqunicipaage
Development Services Department
Building Safety Division
On -Site Water and Wastewater Program
4700 Bragaw Street
P.O. Box 196650
Anchorage, AK 99519-6650
www.muni.orglonsite
(907) 343-7904
ON-SITE SEPTICIWELL PERMIT APPLICATION
FOR A SINGLE FAMILY DWELLING
6 5q /-
r�
Property owners) "�� (, 4
Day phone Z 5_0 X43
Zip Code
Mailing address
Site address
/ & `t' �D C �t2 Zip Code
L S
Legal description (Sub'd, Block & Lot)
e21(_ EF�.�. "6*7'-1
Legal description (Township, Section & Range)
Lot Size 2 - S9• Ft. Number of Bedrooms
THIS APPLICATION IS FOR (Sall that apply)
Absorption Field
Septic Tank
Q
Holding Tank
❑
Privy
Private Well
0
Water Storage
L7A
THIS APPLICATION IS AN: ❑
Initial
Upgrade
Renewal
:5 1-e Cop -D [4A� ci N � r
certify that the above information is correct. 1 further certify that this application is being made for a
Single Family D c and is in accordance with applicable Municipal Codes.
(Signature of property owner or authorized agent)
Permit/Rush Fees:
i O Waiver Fees:
Date of Payment: � � _l _ Date of Payment:
Receipt Number. 3g� — Receipt Number:
(Rev. 11/05)
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 / WATER SUPPLY PERMIT
Renewal
Permit Number: SW070111
Date Issued: Jun 18, 2007
Expiration Date: Jun 17, 2008
Parcel ID: 020-571-08
Legal Description: RABBIT CREEK HEIGHTS BLOCK 7H LOT 7A
Design Engineer: 0062 PANNONE ENGINEERING SERVI( Site Address: 16900 CARL STREET
Owner Name: TODD ELMORE Lot Size: 28209 SO. FT.
Owner Address: 11661 FRANCIS ELAINE CIRCLE Total Bedrooms: 4 Permit Bedrooms: 4
ANCHORAGE. AK 99515 -
This permit is for the construction of:
❑✓ Disposal Field Q Septic Tank ❑ Holding Tank ❑ Privy Q Private Well ❑ 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 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.
-ONSITE PROGRAM TO BE NOTIFIED A MINIMUM OF 2 HOURS PRIOR TO ANY INSPECTION. INSPECTIONS
MUST OCCUR BETWEEN 8:OOAM & 4:OOPM MONDAY THRU FRIDAY.
-THE UPPER SIX INCHES OF THE MOUND SYSTEM MUST CONSIST OF TOP SOIL AND THE MOUND MUST
BE VEGETATED SUFFICIENTLY TO PREVENT EROSION.
Received
Issued By.
Date: 62
Date: G
Municipality of Anchorage
Development Services Department
l Building Safety Division
On -Site Water and Wastewater Program
4700 Bragaw Street
P.O. Box 196650
Anchorage, AK 99519-6650
www.muni.org/onsite
(907)343-7904
Parcel I.D.
ON-SITE SEPTIC/WELL PERMIT APPLICATION
FOR A SINGLE FAMILY DWELLING
phone zSC�' 793 S
Property owner(s) / &". "- I—
Mailing address 11,461
////S�OD ��� zip Code
Site address - --- -T - — , �? /
ZiD Code�f�
Legal description (Sub'd, Block & Lot) &'�e�
Legal description (Township, Section & Range)
Lot Size 70770(? Sq. Ft.
THIS APPLICATION IS FOR (®all that apply):
Absorption Field
Septic Tank
Holding Tank
Privy
❑
Private Well
Water Storage
❑
7,
.S. �/e L.va
Number of Bedrooms I
THIS APPLICATION IS AN: El
Upgrade
Renewal
I certify that the above information is correct. 1 further certify that this application is being made for a
Single Family Dwelling and is in accordance with applicable Municipal Codes.
(Signature of property owner or authorized agent)
Permit/Rush Fees: Fb Waiver Fees: _
Date of Payment: 4q Date of Payment:
Receipt Number: Receipt Number:
(Rev. 11/05)
19
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 / WATER SUPPLY PERMIT
Initial
Date Issued: Jun 16, 2006
Expiration Date: Jun 16, 2007
Permit Number: SW060159 Parcel ID: 020-571-08
Legal Description: RABBIT CREEK HEIGHTS BLOCK 7H LOT 7A
Design Engineer: 0062 PANNONE ENGINEERING SERVI(
Owner Name: TODD ELMORE
Owner Address: 11661 FRANCIS ELAINE CIRCLE
ANCHORAGE. AK 99515 -
Site Address: 16900 CARL STREET
Lot Size: 28209 SO. FT.
Total Bedrooms: 4 Permit Bedrooms: 4
This permit is for the construction of:
❑✓ Disposal Field ❑✓ Septic Tank ❑ Holding Tank ❑ Privy ❑✓ Private Well ❑ 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 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.
-THE UPPER SIX INCHES OF THE MOUND SYSTEM MUST CONSIST OF TOP SOIL AND THE MOUND MUST
BE VEGETATED SUFFICIENTLY TO PREVENT EROSION.
Received By.
\;6Ma PaA(jt(C11?1,V Date: r" C76
Issued By. 11^�`~� Date: 6
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 SEWER/WELL PERMIT APPLICATION
FOR A SINGLE FAMILY DWELLING
Parcel I.D. 020.57108 Permit Number SW
Property owner(s) Todd Elmore
Day phone 250.7935
ailingaddress (1)11661 v YiCil� EACLL(lc
AIA qq515
g address (2) 1(L Op l co -L,
S1
Zip Code
Legal description (Lot, Block & Sub'd.) Lot 7A. Block 7H Rabbit Creek Heights
Legal description (Section, Township & Range)
Site Location: 16900 Carl Drive
Lot Size '�K P4 Acre&
Number of Bedrooms 4
THIS APPLICATION IS FOR:
Sewer Only
❑
Well Only
❑
Sewer and Well
®
Water Storage
❑
Sewer Upgrade
❑
THIS PROPERTY CONTAINS:
Hot Tub
❑
Jacuzzi
❑
Swimming Pool
❑
Water Softening Unit
❑
Therapy Pool
❑
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.
(Signature of property owner or authorized agent)
Date of Payment:
Receipt Number: 51uo9 51 1. iT— Receipt Number:
(Rev. 12/00)
Pannone Engineering Services, LLC P.O. Box 102954
Consulting Engineers Anchorage, Alaska, 99510
May 22, 2006
Municipality of Anchorage
Development Services Department
On -Site Water & Wastewater Program
4700 S. Bragaw Street
P. O. Box 196650
Anchorage, Alaska 99519
Subject: Lot 7A, Block 7H Rabbit Creek Heights S/D
Well and Septic System Permit Request
Ladies and Gentlemen:
I am writing to request a permit to construct new well and septic system be issued for
this property. The initial request was made in December of 2005. Your department
issued three comments concerning the initial submittal on December 15, 2005. I will
address those comments in this letter in the same order they were presented.
Comment: Please verify design calculations on the design detail sheet.
Response: The design calculations were verified and corrected. I have attached a revised
sheet to this letter.
Comment: Historical monitoring data for surrounding lots indicate groundwater less
than six feet below the ground surface, Ground water monitoring required through May
15, 2006.
Response: I have performed ground water monitoring from September of 2005 to
present. I am continuing to monitor the water levels. I have documented the results of
my water monitoring on the soils log sheet. The water level in the test hole monitor tube
was measured to be 9.3 feet below ground surface on May 14, 2006 and 9.0 feet below
ground surface on May 16, 2006 (this measurement was made in the presence of Mr.
Dan Roth and Mr. Joe Goodall of your department.) The highest measurement of ground
water found during the period was recorded at a depth of 8.8 feet between May 1"t and
May 7th.
Comment: Thirty -minute (30 min) intervals required for percolation test.
Response: The soil was re -percolated on April 16, 2006 using a 30 -minute interval. The
percolation results are presented on the soils log and percolation data sheet.
Page 2 of 3
Design Elements
The proposed systems will serve a four-bedroom single-family house. Currently the lot is
undeveloped. The proposed well location is in the southeast corner of the lot, over 100
feet from the proposed septic system. There are no septic systems within 100 feet of the
proposed well location.
1. Soils. See the attached soils log. Ground water was monitored from September 17,
2005 through May 20, 2006, thru two high ground water events. Ground water was
measured at a depth of 9.0 feet below ground surface on May 161h. The highest
measurement of ground water found during the period was recorded at a depth of 8.8
feet between May leL and May 7th. Bedrock was not encountered in the test hole. The
soil was re -percolated on April 16, 2006 using 30 -minute increments. It is my opinion
that the overall soils appearance of the soils, an application rate of 5
gallons/day/square feet should be used using a class III advanced treatment system.
2. Trench Design.
a.
Percolation Rate:
b.
Application Rate:
c.
Number of Bedrooms:
d.
Design Flow:
e.
Min. Absorption Area:
L
Total depth:
g.
Effective Depth:
h.
Width:
i.
Reduction Factor:
j.
Minimum Length:
k.
Design Length:
1.
Effective Absorption Area:
m. Septic Tank Size:
5-15 Min Per Inch
5.0 gpdpsf
4
600 gallons per day
120 sf
1 foot
0.5 feet
5 feet
0.0
24 feet
60 feet
300 sf
1500 gallon Advantex W/AX20 Pod.
3. Surface Water: There is no surface water within 100 feet of the proposed system.
There is a drainage ditch along Carl Drive that is considered to be surface water by the
MOA. The proposed systems will maintain at least 100 feet from all surface water and
drainage ditches. The developer plans to install a cut-off drain/drainage swale across
the lot to direct the watershed of the snowmelt into the drainage ditch along Carl Drive.
This will prevent snowmelt and rain run-off from influencing the septic system.
4. Topography: The average topography in the area of the proposed septic system is
approximately 20 percent in the area of the SAS (based on existing topographic survey
conducted in 2005).
C:\Work\Letters\7A-7H Rabbit Creek Hts.doc
Page 3 of 3
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 227-3522 or 272-8218.
Sincerely,
Steven R. Pa one, P.E.
Civil Engineer
Attachments:
C:\Work\Letters\7A-7H Rabbit Creek Hts.doc
even P. Ponn(
No. CE 8149
PERMIT NO:SW06 DESIGN DRAWING P.I.D. NO: 020.571-08
WASTEWATER DISPOSAL SYSTEM
LOT 7A BLOCK 7H RABBIT CREEK HTS SID,
AREA UNDEVELOPED O eo
- - - \� r' -
SWELLS ORSEPTICS
W/IN`I00, EET
P�OPOSEDzu SIEF M
PROPOSE cdiCEMENT SAS
- CAUTION!- - - - - - - - - - -�°� PF
-BURIED_
BURIED l7TILITIES m 2 � � 0 LF x 1.0' ED, 3' TD
\�\ \ F/\ 1\ \ \ _ g
MIN
�P�RyO�,9OS IMARY SAS
_ —�" SrID FF x1.0' ED' 3' TD
o����_� 10:0 rw�� 9� s gg � Qrn
LLJ F-
CL (L LLJ
r 10% PROPOSED 00 _3 co O V)
- -- ADVANTEC W K w U)
,�N/ AX20 PO �' a y L w
101. z -+
_ - -1---� \ \� �wo0
1% JV6
50.4 O
NSTALL FRENCH DRAIN'Tp �� ah ( `J
CAPTURE t'Y'POTEIV fAt \ ` , Q _
SURFACE RUN-OFF &IRECT ' \8 1 5.7
+.,
IT AWAY FROM T�iE SAS �
EXISTG II ;\
WELL ! r \\°° OP ED- `b'�
fEXISTG 1 I \ /$. LL\ / 512
WELLI
AREA DEVELPED.
_
Na ;EPTICSVJIItI"T- f - --- --- --- - - \I
100 FEET OF / SUDAN (:IK "° �'
PROPOSED SYSTEM r $ \ \ ��'` ,a ° I
NOTES:
3) Maintain 10' separation to all 5) Contour data from field
1) All work shall be performed in
lot lines and water lines, unless survey conducted September
accordance with AMC75.65.
noted otherwise. 2005 by Gastaldl Surveys
2) Materials used shall be In
4) Lots served by private water
accordance with those specified in
systems. No wells within 100' of
AMC75.65, Wastewater Disposal.
proposed system.
PREPARED FOR:
PANNONE ENG. SVC, LLC
Todd Elmore
P. O. BOX 102954
11661 Frances Circle
ANCHORAGE, ALASKA 99510
Anchorage, AK 99515
250.7935
227-3522 P. 272-8218 Fax
DATE: 5-14.06 1PLAN
SCALE: 1'=40'
PERMIT NO:SW06
DESIGN DRAWING DETAILS
WASTEWATER DISPOSAL SYSTEM
LOT 7A BLOCK 7H RABBIT CREEK HTS SID,
P.I.D. NO: 020-571-08
inO'NVM
ON3NOV31V
39II1NOLNOn
Ii•::•',f�r
O
d
':'A'.
'r ::;
3 d i 3
g
H•1•,I
'jay
M
:a
Z
O
LLI
L
i
V
V!':: J�2•
o o
ON3 WOV31V
LL
.4 v Y
'L'U^
v/
38rawomNow
%.1.",
O
.S Y
Po aatiii
11IPNV313
�y
�; o>
D_
:o
cb
11x0In 319
$ A3
3A
o
n
I e
�
1
I
1w NV310
IMINV3IO
3�2
1 W 0 Q
....���OF '
it
I ZQF
`
1noNV310n..'
:000.9TM... nu......
NOI1VONn01
••• • •
r ven RPannone
'.Ste
PREPARED FOR:'"'
PANNONE ENG. SVC, LLC
.
♦ i
♦♦♦♦4
Todd Elmore
P. O.
BOX 102954
�,.• _C`�
11661 Frances Circle
ANCHORAGE,
ALASKA
99510
#444 .. ��
�
Anchorage. o AK 99515
227-3522 P, 272-8218 Fax
DATE:
5.1406
DETAILS
SCALE:
NTS
PERMIT NO:SWOS DESIGN DETAILS
WASTEWATER ABSORPTION SYSTEM
LOT 7A BLOCK 7H RABBIT CREEK HTS SID,
DESIGN CALCULATIONS
Number of Bedrooms -4
Total Bedrooms -4
Design flow -150 gallbr/day,
Total flow - 600g/day
1.2
R. Pannone
CE 8149 -.
N
_'-
P.I.D. NO: 020.571-08
N \ BACKFILLWI DRAIN
� ROCK
Drain Rock
BOTTOM ELEV. HDPE CORRUGATED
SEE NOTES PERF GRAIN PIPE W/
FILTER FABRIC WRAP
FRENCH DRAIN SECTION
TANK SIZE:
1500 gallon Advantex tank
SOIL ABSORPTION SIZE:
Advantex Sewer System
AX20 Pod - Class III System
Perc Rate= 6-15 minAnch
Application Rate= 5 GPD/SF
Size Required= 600 GPD/5 GPD/SF = 120 SF
Use 5 -Wide Trench, 0.5' effective
2 each 30' Long by 5' Wide
60 LF x 6'x 0.5'= 300 SF Total
PREPARED FOR: PANNONE ENG. SVC.
Todd Elmore P. O. BOX 102954
11661 Frances Circle ANCHORAGE, ALASKA 99510
Anchorage, AK 99515 272-8218 PHONE & FAX
250.7935
CALCULATIONS
SOILS LOG - PERCOLATION TEST
PANNONE ENGINEERING SERVICES
P.O. BOX 102954
ANCHORAGE, AK 99510
(907)272-8218
PERFORMED FOR: Todd Elmore DATE PERFORMED: 9-17-05
LEGAL DESCRIPTION: LOT 7A, Block 7H Rabbit Creek HIS SID
1
2
3
4
5
8
7
8
9
10
11
12
13
14
15
16
17
18
19
20
TEST HOLE 1
Gw
SM
BOH
Grey Silty SAND
8 GRAVEL
SLOPE
M-111[4
WAS GROUND WATER
ENCOUNTERED? N
IF YES, AT WHAT
DEPTH? -02
DEPTH TO WATER AFTER
MONITORING? - 12.0
DATE: 10-15-05
TH 1
Y
WATER MONITORING DATA
TOPSOIL
OR
Brown Silly
NET
SMI
SAND 8
GM
GRAVEL
Gw
SM
BOH
Grey Silty SAND
8 GRAVEL
SLOPE
M-111[4
WAS GROUND WATER
ENCOUNTERED? N
IF YES, AT WHAT
DEPTH? -02
DEPTH TO WATER AFTER
MONITORING? - 12.0
DATE: 10-15-05
TH 1
Y
WATER MONITORING DATA
READING
DATE
GROSS
NET
DEPIN TO
NEP
DATE DEPTH TO WATER
TIME
77ME
WATER
DROP
4.18-06
12:41
—
4 318•
—
9-17-05 DRY
9-25-05 13.5'
13:11
30
T
2 518'
10-2-05 13.5'
10.9-05 13.0'
10.15-05 122
13:11
—
41/8'
13:41
30
6314,
25V
10-20.05 12.1'
1-21-06 14.1'
13:41
—
4111'
4-15-06 14.5'
5.1-06 8.8'
5.7.06 8.8'
14:11
30
8 718'
2518'
5-14-06 9 3'
5.16-06 9.0' PEROLATION RATE 11.5 (minAnch) PERC HOLE DIAMETER 6Inches
5-20-06 9.6 TEST RUN BETWEEN 5.5 FT AND 6.5 FT
COMMENTS: Test hole excavated by Owner. Test Hole was presoaked before perc test.
PERFORMED BY: Steven R. Pannone. P.E. 1 CERTIFY THAT THTS TRST WAS PRRFnPMr7n TM Arrewn
SOILS LOG - PERCOLATION TEST E OF ",,,•4��
...........
PANNONE ENGINEERING SERVICES 5; '' A �i
P.O. BOX 102954 ' 49 T" �GlV7 •�•
ANCHORAGE, AK 99510 0•
(907)272-8218 I• •
Steven R. Pannone
�.i CE 8149
PERFORMED FOR: Todd Elmore DATE PERFORMED: 9-17-05 �j �2�••�,,�����D••''•`o��
LEGAL DESCRIPTION: LOT 7A, Block 7H Rabbit Creek Hts SID . No • ; �� �'•
TEST HOLEISLOPE eAE LAN'—`--
TOPSOIL
OR
2-
3
s &wm say �\
SMI SAND
4 GRAVE GM GRAVEL
TEST
S MOLE
8 Lt8-loo0�
1 I �
Grey Silly SAND
8 SM 8 GRAVEL IIIj1JI L_
10
12 I `
13 WAS GROUND WATER SLOPE
14 ENCOUNTERED? N
15 IF YES, AT WHAT TH I
DEPTH? -0-' v _
18 BOH
DEPTH TO WATER AFTER
77 MONITORING? -12.0
DATE: 10.15-05
18
19 WATER MONITORING DATA
20 DATE DEPTH TO WATER
9.17-05 DRY
9-25-05 13.5'
10.2-05 13.5'
10.9-05 13.0'
10.15-05 12.0'
1 D-20-05 12.1'
PEROLATION RATE 16 (minAnch) PERC HOLE DIAMETER 6Inches
TEST RUN BETWEEN 4 FT AND 5 FT
COMMENTS: Test hole excavated by Owner. Test Hole was presoaked before perc test.
PERFORMED BY: Steven R. Pannone P.E. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST.
CLOCK JSVI
READINGDATETIMENETTME1:20
y1:50
>OMIN
�1:50�
2:2070
MIN
5ZM�8
2:50
00 MIN
PERMITNO:SN06 DESIGN DRAWING P.I.D. NO: 020-571-08
WASTEWATER DISPOSAL SYSTEM
LOT 7A BLOCK 7H RABBIT CREEK HTS SID,
AREA'UNDEVELOPED�*>„a
Q.WELLS'OR
W/I 00,FEET OFS�fA 111
P OPOSEQ M fir— — — — — — — —
PROPOSE 6 CEMENT SAS
CAUTION! — — _ — — — — — _ _ P, ,
BURIED 17TILITIES * 2 EA 5 WID 0 LF x 1.0' ED, 3' TO
• X700'
E MIN F
i p% 3�� _��” \
PR POSEI RIMARYSAS
EA 5-yID 36 x1.0' ED, 3' TD
10.0 r� � � I ° . 1 U
o \ �—_ \ �—,� � as w
10% — _
I 10% PROPOSED 00 OJ ai O v~i
'ADVANTEC IQK . w lY
4,W/ AX20 ROE w' O w w
¢zea
ISTG 10008 I I �� J L 1%
:PTIC TANK ; 1 188• 50,4 \ '�
\ \ r
s 1 `_J a
B \ ��Ex—
s • . \
EXI rG ,
E ST'G 2611 OUSE
ELL OP ED
EXISTG t I h \ s,, _ _ fs,: -
WELL "a u° 1 7
_
AREA DEVEL P'ED.� % \\\`%(
----_--_/
100 FEET OF /r �5US�4NCIF�
PROPOSED SYSTEM r
"Ott
NOTES: 3) Maintain 10' separation to all 5) Contour data from field
OF ......... �� accordancAll work e withall h nIn oted otherwisines and e.
Ilnes, unless survey conducted September
��'� �1� 2005 by Gastaldi Surveys
r C •'•'•.
%1�
� � 2) Materials used shall be in 4) Lots served by community
• I accordance with those specified In water systems. No wells within
"'• ' ' ""'
........�""•� AMC15.65, Wastewater Disposal. 100' of proposed system.
�"" = PREPARED FOR: PANNONE ENG. SVC, LLC
Steven R. Pannone Todd Elmore
P. O. BOX 102954
14 -� a 11661 Frances Circle
'ANCHORAGE, ALASKA 99510
1. Anchorage, AK 99515
''40
��-• • • •.� 250.7935 227-3522 P. 272-8218 Fax
, ��• DATE: 12-03-05
SCALE: 1'=40• PLAN
PERMIT NO:SW05 DESIGN DRAWING P.I.D. NO: 020.571-08
WASTEWATER DISPOSAL SYSTEM
LOT7A BLOCK 7H RABBIT CREEK HTS SID,
AREAT)NDEVELOPE}0
-bRSEPTICS
W/I WEOQ SEET 0 a s�
P OPOS s
PROPOSE PFtACEMENT SAS
GiAUTIQNL x 1.0' ED, 3' TO
'BURIED OTILCLES
I MIN
10°/'t 0/_zz
o • o •y \ \� ae
0 3 Z �L
_ _ \ PROFIDS �2Y SAS
2 A 5'�NID $ �F x1.0' Eto 3' TD
�0\ \ \ 0 G
L
Uj LL F—
`10% �i�r — - 10% ° PROPOSED 0 -i U) Oto
I-1DVANTE tJ�• W 0 ri �
I 20 PO DMEE D
/ AX
r 1 101 \ilA.—?-jLLJaU)
_ \-- _ 196.` I I � •., r /�— o: o >— G`
EX STG 1000g50` p
SPTIC TANKVil
186. eke\ \$ I J_ a
B e\ e\ 5.7 e.
n` G�
\ 8 `' ° • rye
Exl rG
2131 OUSE \ >> m` 1 °
E STG t \ a \ OP fED
°' '
ELEXIST'G i I t \ �`\ ,?o° Ll\l' 1' 7
WELL r �/ V
eM1e. \ AREA OEVEL pED,
100 FEET OF /° \5U SAGIFZ' ° \
PROPOSED SYSTEM °,
NOTES:
3) Maintain 10' separation to all 5) Contour data from held
1) All work shall be performed in
lot lines and water lines, unless survey conducted September
accordance with AMC15.65.
noted otherwise. 2005 by Gastaldi Surveys
2) Materials used shag be in
4) Lots served by community
accordance with those specified In
water systems. No wells within
AMC75.65. Wastewater Disposal.
1 00'of proposed system.
PREPARED FOR:
PANNONE ENG. SVC, LLC
Todd Elmore
P. O. BOX 102954
11661 Frances Circle
ANCHORAGE, ALASKA 99510
Anchorage, AK 99515
227-3522 P. 272-8218 Fax
250.7935
DATE: 12-0305
PLAN
SCALE: 1'=40'
PERMIT NO:SW05
DESIGN DRAWING DETAILS
WASTEWATER DISPOSAL SYSTEM
LOT 7A BLOCK 7H RABBIT CREEK HTS S/D,
P.I.D. NO: 020.571-08
1l10'NY=
A w!1
{
ON3 HOV31V
9
3on1a0LNon
•.
q pp
Ci
t..
W
2
of '
z
o.`sE- oY
Qo 3'a
w
r
O
J
ON3HOV31V
W
��v': i
IL
38MUO11NOW
C/)O
5 „xrNym
D.
6 A3
Ea
1
1
� ZZZ
rc
1M1 NVM 318
1noHy3i3
rnX
Xw
NOHv3n
z p
Z Q H
.. �! OF...4440
......
•.gyp . .. ....
�i
all 5;•' �i
9TH 4
NOIVONMI3
' ,
Av�.... ................u1...../
11"
/ /
PREPARED FOR:
PANNONE ENG. SVC, LLC
.:. .... .....................;...00
°.Steve n R Pannone r �
Todd Elmore
P. O. BOX 102954
�:
ALASKA
99510
CE 8149
��1 �Y�(I„GZ'`�••
X1',1,\
11661 Frances CircleANCHORAGE,
Anchorage, AK 99515 227-3522 P, 272-8218 Fax
65: .••
250-7935
12-3-01
DETAILS
SCALE: NTS
PERMIT NO:SW05 DESIGN DETAILS
WASTEWATER ABSORPTION SYSTEM
LOT 7A BLOCK 7H RABBIT CREEK HTS SID,
DESIGN CALCULATIONS
Number of Bedrooms - 4
Total Bedrooms -4
Design flow -150 gal/br/day,
Total flow - 600g/day
0
fen R. Pannone
No. CE 8149
El
P.I.D. NO: 020-571-08
TANK SIZE:
1500 gallon Advantex tank
SOIL ABSORPTION SIZE:
Advantex Sewer System
AX20 Pod - Class III System
Perc Rate= 16-30 minlnch
Application Rate= 2 GPD/SF
Size Required= 600 GPD/2 GPD/SF = 300 SF
Use 5 -Wide Trench, 0.5' effective
2 each 30' Long by 5' Wide
60 LF x 5'x 0.5'= 300 SF Total
PREPARED FOR:
PANNONE ENG. SVC.
Todd Elmore
P. O. BOX 102954
11661 Frances CUde
ANCHORAGE, ALASKA 99510
Anchorage, AK 99515
272-8218 PHONE & FAX
250.7935
CALCULATIONS
Pannone Engineering Services, LLC
Consulting Engineers
(907) 272-8218
December 4, 2005
Municipality of Anchorage
Development Services Department
On -Site Water & Wastewater Program
4700 S. Bragaw Street
P. O. Box 196650
Anchorage, Alaska 99519
Subject: Lot 7A, Block 7H Rabbit Creek Heights S/D
Well and Septic System Permit Request
Ladies and Gentlemen:
P.O. Box 102954
age, Alaska, 99510
1071272-8218 Fax
I am writing to request a permit to construct new well and septic system be issued for
this property. The proposed systems will serve a proposed four-bedroom house.
Currently the lot is undeveloped. The well will be located in the southeast corner of the
lot, over 100 feet from the proposed septic system.
1. Soils. See the attached soils log. Ground water was monitored for through the
seasonal high ground water of fall of 2005. Ground water was measured at a depth of 12
feet below ground surface on October 15th. Bedrock was not encountered in the test
hole. It is my opinion that the overall soils appearance of the soils, an application rate of
2 gallons/day/square feet should be used using a class III advanced treatment system.
2. Trench Design.
a.
Percolation Rate:
b.
Application Rate:
c.
Number of Bedrooms:
d.
Design Flow:
e.
Min. Absorption Area:
f.
Total depth:
g.
Effective Depth:
h.
Width:
i.
Reduction Factor:
j.
Minimum Length:
k.
Design Length:
1.
Effective Absorption Area:
m.
Septic Tank Size:
Cont'd on page 2
C:\Work\Letters\7A-7H Rabbit Creek Hts.doc
16-30 Min Per Inch
2.0 gpdpsf
4
600 gallons per day
300 sf
3 feet
1.0 feet
5 feet
0.0
60 feet
60 feet
300 sf
1500 gallon Advantex W/AX20 Pod.
Page 2
3. Surface Water: There is no surface water within 100 feet of the proposed system.
The proposed systems will maintain at least 100 feet from all surface water and drainage
ditches.
4. Topography: The average topography in the area of the proposed septic system is
approximately 20 percent in the area of the SAS (based on existing topographic survey
conducted in 2002).
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 227-3522 or 272-8218.
Sincerely,
Steven RRP
none, P.E.
Civil Engineer
Attachments:
C:\WORK\LETTERS\7A-7H RABBrr CREEK HTS.DOC
PERMIT NO:SW05 DESIGN DRAWING P.I.D. NO: 020-571-08
WASTEWATER DISPOSAL SYSTEM
LOT 6A BLOCK 7H RABBIT CREEK HTS SID,
AREAUNDEVELOPED
DWELLS -0R SEPTICS \ V
W/IMiOQ„FEET
P OPOSMSICSJEF M
•1 —� CAUIIONL — — �0 — — PROPOSE CEMENTSAS
— e— — — s — °�2-EA3'WID LF x 1.0' ED, 3'1 D
-BURIED UTILIIEL S 4
i�. �
L \ MIN
� $
3 � �"OL
PROIPOSEI 16, RY SAS
_ \ 2 -EA 5}NID O - F x1.0' ED, TT
10.0 rte;`\ I• • \ �'/- U
:�°�- _ \ \ 04.1 • / W I-• 2
o r. \ � aa�w
10 /° - _ 10% —� ,,e PROPOSED 0 OJ y O ai
i4DVANTEC � W 0 w N
QW/AX20 PO \\ o y LL W
II r ��1 101. .•— Z J Oto
_ 1QO
306
EXISTG 1000g f �• 1%504
SEPTIC TANK I 186.4)0
.E $ 50` p
EXI rG
2BIj OUSE °°`�
EELLG OP ED_
EXIST'G
ELL[ [ u°
W AREA DEVEL PED. I +s \
Na
100 FEET OF /' �UNe
PROPOSED SYSTEM 1p! ,a I
♦♦*"1s%%V1lj�,, NOTES: 3) Maintain 10'separation to all 5) Contour data from field
♦ 1) All work shall be performed In lot lines and water lines, unless survey conducted September
•�Q��••••••'•••••. 444 accordance with AMC15.65. noted otherwise. 2005 by Gastaldi Surveys
•
2) Materials used shall be In 4) Lots served by community
`�A(�
i fig° 49 nr `v •••••••; 41 accordance with those specified In water systems. No wells within
....r.
...............1.....�
+• AMC15.65, Wastewater Disposal. 100' of proposed system.
•••••• ••••• •••• ............•••:.W.10 PREPARED FOR: PANNONE ENG. SVC, LLC
•
'-..Steven R. Pannone
' •:' Todd Elmore P. O. BOX 102954
6 •._ CE 8149 g�� i 1t68t Frances Circle ANCHORAGE, ALASKA 99510
•1464��Oq�S%2E? -�
Anchorage. AK 99515 227-3522 P, 272-8218 Fax
4 1♦♦ DATE: 12-03-05
4,, , ♦♦♦ SCALE: 1'=40' PLAN
PERMIT NO:SW05
RECORD DRAWING DETAILS
WASTEWATER DISPOSAL SYSTEM
LOT 7A BLOCK 7H RABBIT CREEK HTS S/D,
P.I.D. NO: 020-571-08
lrwrrr�o
4
�e a g s
e1V
aenl notlbon now
<.
a'o
V a
Wil".•
of
KMM
LU
CD
2
N
N
a$ ga
z
w
LU
n
® U
•FG
W
eN3 HOV31V
+ • -
LIL
iA
�'�
QS
3an1Ip11N011
iMNVM
'.r.�•�'.1
O
a
z
lno nvan 318
lno NYM
0
lroev3n
>Z
���,,♦•,♦♦
z a
.��P��, ....,
C
. ♦
ii 49 TM °; ♦I
,no�
.............a....
nouva+noe
01..
r r
♦ """ """""""" �
♦'-Steven R Pannone .
♦�
PREPARED FOR:
PANNONE ENG. SVC,
P. O. BOX 102954
LLC
,
♦j' ' CE 8149
♦♦ -4920!_:�`•�'' �.�
Todd Elmore
11661 Frances Circle
ANCHORAGE, ALASKA 99510
Anchorage. AK 99515
227-3522
P, 272-8218
Fax
.���
Illip- �
250.7935
DATE:
12-3-05
'
DETAILS
SCALE:
NTS
PERMIT NO:SW05 DESIGN DETAILS
WASTEWATER ABSORPTION SYSTEM
LOT 7A BLOCK 7H RABBIT CREEK HTS SID,
P.I.O. NO: 020.571-08
DESIGN CALCULATIONS
Number of Bedrooms - 4
Total Bedrooms -4
Design flow -150 gal/br/day,
Total flow - 600g/day
49TH
ten R. Pannoi
No. CE 8149
0
TANK SIZE:
1500 gallon Advantex tank
SOIL ABSORPTION SIZE:
Advantex Sewer System
AX20 Pod - Class III System
Perc Rate= 16-30 minAnch
Application Rate= 2 GPD/SF
Size Required= 600 GPD/2 GPD/SF = 300 SF
Use bed, 0.5' effective
20' Long by 15' Wide
20 LF x 15'x 0.5'= 300 SF Total
PREPARED FOR: PANNONE ENG. SVC.
Todd Elmore P. O. BOX 102954
11661 Frances Circle ANCHORAGE, ALASKA 99510
Anchorage, AK 99515 272-8218 PHONE & FAX
250.7935
CALCULATIONS
SOILS LOG - PERCOLATION TEST ��� �a��,•
PANNONE ENGINEERING SERVICES
P.O. BOX 102954 id 49 TM
ANCHORAGE, AK 99510""' ' """""""""'1""'0
(907) 272-8218 ... ............. ..
1�. .Steven R. Pannone
,�%�� CE 8149
PERFORMED FOR: Todd Elmore DATE PERFORMED: 9-17-05 ��j.Ot�:••t�z..........
LEGAL DESCRIPTION: LOT 7A. Block 7H Rabbit Creek His SID •11411111 %dM I
TEST HOLE 1 SLOPE \ �+
TOPSOIL •�
I OR
S Brown Silty
SM! SANDd J "\
4 GM GRAVEL r'
S XTESTT—
HOLE
7
B
GIN Groy Silly SAND '� •� r i
SM d GRAVEL
11 , I_ ,moi / ' __ — _\\��•
12 SUSAN Cir
10
WAS GROUND WATER SLOPE
14 ENCOUNTERED? N
15 IF YES, AT WHAT TH 1
18 BOH DEPTH? -0-'
x
DEPTH TO WATER AFTER
17 MONITORING? - 12.0
18 DATE: 10-15-05
19
20
PEROLATION RATE 16 (minAnch) PERC HOLE DIAMETER 6lnches
TEST RUN BETWEEN 4 FT AND 5 FT
COMMENTS: Test hole excavated by Owner. Test Hole was presoaked before pert test.
PERFORMED BY: Steven R. Pannone, P.E. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST.
CLOCK WATER
READING DATE
TIME
NET TME
LEVEL
READING
NET DROP
1
av-0s
11:s2
e•
0'
3
13:02
10 MIN
51'
Le'
7
12:02
�
T
7
�
12:12
fO MIN
SI'
d9'
5
13:12
S
0'
12:71
10 MIN
St'
EIB'
ADVANCED WASTEWATER TREATMENT SYSTEM MAINTENANCE AND
REPAIR AGREEMENT
MEMORANDUM OF UNDERSTANDING
BETWEEN )UNICIPALITY OF ANCHORAGE
AND dCo liGihl h T Mk¢.
THIS MEMORANDUM OF UNDERSTANDING made and entered into as of this
�3 day of �i of 20_0by and between P_uLtLj-)4) l-- f:FmA4t
herein the "OWNER," and the Municipality of Anchorage, herein the
"MUNICIPALITY." In consideration of the mutual covenants contained herein, the
parties to this Memorandum of Understanding agree as follows:
1. ADVANCED WASTEWATER TREATMENT SYSTEMS. Municipality
grants permission to Owner to utilize and operate an Advanced Wastewater
Treatment System (ANVWTS), described as located
Anchorage, Alaska.
2. Definitions.
A. Alteration. Any change to the design or function of an AWWTS that
includes the installation or removal of any parts, components or pieces
not included in the original construction permit and design. Prior to
performing any alterations to an AWWTS the owner must obtain a
Wastewater Disposal System Construction Permit from the Municipality
pursuant to Anchorage Municipal Code (hereinafter, "AMC") 15.65.
B. Certificate of On -Site Systems Approval. An approval by the
Municipality of existing water and wastewater disposal systems given at
the time of property sale and title transfer in accordance with AMC 15.65.
These approvals certify that the systems are adequate for the homes that
they support and meet the codes that were in place at the time of system
construction.
C. Damage. Any man-made or natural change in a system that would inhibit
the system from performing as designed.
D. Maintenance and Repair. The scheduled and as needed replacement of
existing parts, components and pieces of an AWWTS that were included in
the original design which would allow the AWWTS to continue to
perform as designed.
E. Permit (Construction) An On -Site Wastewater Disposal System
Construction Permit as defined by AMC 15.65.
F. Permit (Operating) An Advanced Wastewater Treatment System
Operating Permit. An annual permit, issued by the Municipality, that
allows the Owner to operate an AWWTS, upon meeting all the
requirements of this agreement, the conditions of Operating Permit, the
requirements of the On -Site Wastewater System Construction Permit and
all relevant provisions of AMC 15.65
3. Fee. Owner shall pay to Municipality an annual fee of VA 1)
(54.00), payable on or before the issuance of the operating permit and annually
thereafter. The annual fee is due on or before the anniversary date of the approval by the
Municipality of installed system.
4. Term. The term of this Memorandum of Understanding shall be for the life of the
AWWTS.
The term begins on the date of approval by the Municipality of the installed system and
shall continue while the AWWTS system is in use or operational or until the property is
sold or title is transferred by owner and a new certificate of On -Site approval is issued to
the new owner or transferee of the property.
5. Alterations Installation and Removal of Additional Equipment. Owner agrees
not to make any alterations, removal of parts or additions to the AWWTS without a
Construction Permit from the Municipality.
6. Maintenance and Repairs.
A. Throughout the term of this Memorandum of Understanding, the Owner shall
maintain AWWTS in good repair. In addition, it shall be the responsibility of the
Owner during the term of this Memorandum of Understanding, and any extensions or
renewals thereof, at the owner's sole expense, to pay for any and all: (1) repair(s), (2)
maintenance, (3) adjustment(s), (4) replacement costs, and (5) inspection costs.
Further, Owner agrees to comply will all applicable ordinance, laws, regulations,
rules and orders for the AWWTS.
B. Owner agrees to provide the Municipality a written schedule of routine
maintenance and repairs which have been performed on the system pursuant to the
terms and conditions contained in the Owner's AWWTS Operating Permit. This
schedule shall be submitted to the Municipality annually upon the renewal of the
permit. The schedule of maintenance and repair contained in the Owner's AWWTS
Operating Permit is:
C. Owner acknowledges that the fine schedule for failing to maintain and repair an
AWWTS are codified in AMC 14.60.
D. Owner agrees that only maintenance, repair personnel certified by the
Municipality will inspect and make any necessary maintenance, repairs or permitted
alterations to the system.
E. Owner agrees to grant the Municipality reasonable access to test and inspect the
AWWTS upon 24 hours written notice.
F. Owner agrees that any sale or transfer of title of the property will not occur
without a new Certificate of On -Site Systems Approval.
G. Owner agrees that the relevant provisions of the standard specification guidebook
for AWWTS is the governing professional guidelines for the construction,
maintenance and repair of the Owner's ANVWTS.
7. Nonwaiver. The failure of either party at anytime to enforce a provision of this
Memorandum of Understanding shall in no way constitute a waiver of the provisions,
nor in any way effect the validity of the Memorandum of Understanding or any part
hereof, or the right of such party thereafter to enforce each and every provision
hereof.
8. Amendment.
A. This Memorandum of Understanding shall only be amended, modified or changed
by a writing, executed by authorized representatives of the parties, with the same
formality of this Memorandum of Understanding was executed and such writing shall
be attached to this Memorandum of Understanding as an amendment.
B. For the purposes of any amendment modification or change to the terms and
conditions of this contract, the only authorized representatives of the parties are:
Owner:
Anchorage: Purchasing Officer
C. Any attempt to amend, modify, or change this contract by either an
unauthorized representative or unauthorized means shall be void.
9. Jurisdiction: Choice of Law. Any civil action arising from this Memorandum of
Understanding shall be brought in the Superior Court for the Third Judicial District of the
State of Alaska at Anchorage. The laws of the State of Alaska shall govern the rights and
obligations of the parties under this Memorandum of Understanding.
10. Severability. Any provisions of this Memorandum of Understanding decreed
invalid by a court of competent jurisdiction shall not invalidate the remaining provisions
of the Memorandum of Understanding.
OWNER:
By:
Date: /F — o S
STATE OF ALASKA
THIRD JUDICIAL DISTRICT
MUNICIPALITY:
By:
Title:
Date:
) ss.
WPFME=
dged before me this _6 day ofJ ojj— L(1the-A )%L/�JMunicipality of Anchorage.
L
1tl11 ARY PUBLIC FOS AL,tI�' � v►ot,�R,
My Commission expires: yy q�
�BLIc '
Municipality of Anchorage
Development Services Department
• +.r Building Safety Division
On -Site Water and Wastewater Program'
4700 South Bragaw St. s �,
P.O. Box 196650 Anchorage, AK 99519-6650
www.muni.org/onsite
(907)343-7904
ON-SITE SEWER/WELL SUBMITTAL COMMENT SHEET
To: Pannone Engineering
Legal description: Rabbit Creek Heights, Block 7H. Lot 7A
The attached paperwork has been reviewed and is being returned for the following reasons:
❑ Original signature or stamp missing on
❑ Calculation error in design. _
❑ Additional soils information needed. _
❑ Water monitoring results inadequate.
® Discrepancy in information submitted. Please verify design calculations on Design betails.
❑ Topographic information missing or Inadequate.
❑ Incomplete; missing
❑ Incomplete; missing
❑ Additional adequacy test information needed.
❑ Water sample unacceptable. _
❑ Measured/proposed distances/dimensions missing.
❑ Locations of all soils, percolation and water monitoring tests not shown.
❑ Proposed system too deep for soils information submitted.
❑ Well log required. _
❑ Omission in narrative.
❑ Insufficient fill over tank or field._
Name of reviewer: Julie Makela. P. E.
Date: 12/15/2005
Please supply the necessary information and re -submit your request.
LEAVE THIS FORM ATTACHED TO THE PAPERWORK
MUNICIPALITY OF ANCHORAGE
Building Safety Division e
SSI BTv
MEMORANDUM
DATE: June 16, 2006
TO: FILE
FROM: Joe Goodall
Engineer II, ite Water Wastewater Program
SUBJ: RABBIT CREEK HEIGHTS BLOCK 7H LOT 7A
THIS PERMIT APPLICATION WAS DISCUSSED WITH RON
THOMPSON AND DAN ROTH (ONSITE MANAGER). AN ADDITIONAL
TESTHOLE WITH GROUNDWATER MONITORING AND PERCOLATION
TEST WAS SUBMITTED BY STEVE PANNONE. I HAVE BEEN
AUTHORIZED BY DAN ROTH TO APPROVE THIS PERMIT
APPLICATION FOR AN ADVANTEX WASTEWATER TREAMENT
SYSTEM.