HomeMy WebLinkAboutNEAR POINT KNOLL BLK 2 LT 15N
or Point
Knoll
Block 2
Lot 15
#041-021-56
EXPIRED PERMIT
'.~ · An~;hor~.ge
· Mtmicil, alit5, ofAl. l.chorag¢
Ali.America Ci~
Geor[te P. 1Vuerch.
.u,~j,,'r 2002
March 11, 2003
Jos.eph & Gail Tolliver
646 King Arthurs Circle'.
Anchorage AK 99518 ·
subject:
On-Site Water and/or Wastcwater Permit.
· Pc;mit Number: SW020070 '.
~di/gal Description: Near Point knoli Block 2 Lot 15 ':
Dear'Joseph & Gall Tolliver:
An. On-Site Water/Wa'stewater Permit, number SW020070, issued by this office for a single-family
system, will expire on April 22, 2003. This permit was valid for 365 calendar days.
If this was a well permit and the well has been drilled, ~ well log must be sent tO this office for
documentation of the installation and' to close the permit.
.If this permit was for a wastewater disposal system, an original as-built inspection report must be sent to
this office for review~ apl~rovai and documentation. This'as-bfiilt insp'~cti6n report must be signed by
the licensed Professional Engineer who inspected the installation ofthe system. As-built inspection
reports are required to be submitted within 30 days of .the completion of the system.
If no system was installed under this permit, and y9u are still planning to install a well or wastewater
disposal system, a new permit must be obtaihed from this office. A new permit for ~i second year may
be issued for a fee of $100.00 if the renewal application is received on or before the expiration date of
the original permit.
When applying for a new permit, the fees are: $400.00 for a wastewater permit and $150.00 for a well
pemdt.
If you have any questions, please call this'office at 343-7904. '
Ja es Cross, P E
la_njtes Cr . .
Manager
On-Site Water and Wastewater Program
Eno: Copy of permit
P.O. Box 196650 ·Anchoragc, Alaska 99519-6650 *Tclcphonc: (907) 343-8801 · Fax: {907) 1343-8200
4700 South Bragaw Strcct· Anchoragc, Alaska 99507
ht t in//www.ci.m~choragc.ak.us
MUNICIPALITY OF ANCHORAGE
Development Services Department
On-Site Waler & Wastewater Pregram
4700 South Bragaw Street
P.O. Box 196650, Anchorage, AK 99519-6650
(907) 343-7904
ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT
Initial
Date Issued: Apr 22, 2002
Expiration Date: Apr 22, 2003
Permit Number: SW020070
Legal Description: NEAR POINT KNOLL BLK 2 LT 15
Design Engineer: 0040 Phukan & Sorenson Consulting
Owner Name: Joseph & Gall Tolliver
Owner Address: 646 King Arthurs Circle
Anchorage, AK 99518-
Parcel ID: 041-021-56
Site Address:
Lot Size: 72891 SQ. FT.
Total Bedrooms: 4 Permit Bedrooms: 4
This permit is for the construction of:
J~l Disposal Field [] Septic Tank [] Holding Tank [] Privy
[] Private Well [] Water Storage
All construction must be In accordance with:
1. The attached approved design.
2. Ail 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.
Received By:
Issued By:
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/%/ELL PERMIT APPLICATION
FOR A SINGLE FAMILY DWELLING
Parcel I.D.. o~-I- o~/- ~;
Permit Number
Property owner(s). ,.T'o$¢/~ ,w' G~..'{'
Mailing address (1)
Mailing address (2)
Legal description (Lot, Block & Sub'&)
Legal description (Section, Township & Range) '
Lot Size /,67//7~.,~/ Acres/Sq. Ft.
!
THIS APPLICATION IS FOR:
Sewer Only
Sewer and Well []
Sewer Upgrade []
THIS PROPERTY CONTAINS:
Hot Tub []
Swimming Pool []
Therapy Pool []
Day phone ..<'.Zz- 7~'¢Z
~/,~ ~ 4~o.~ ¢..,q~-
Zip Code
po;,, r/~o/~ ~.~;~
Number of Bedrooms ~-
Well Only []
Water Storage []
Jacuzzi
Water Softening Unit
I certify that the above information is correct. I further certify that this application is being made for a
Single Family Dwelling and is Tn accordance with applicable Municipal Codes.
(Signature of property owner or authorized agent)
Permit Fees: 4 ~ ~-'~-
Date of Payment:
Receipt Number.
{Rev. '12/00)
Waiver Fees:
Date of Payment:
Receipt Number.
Civil · Geotechnical *
Surveyin_qg · Environmental · Construction
April 16, 2002
W.O. # 02033.1
Municipality of Anchorage
Development Services Department
On-Site Water and Wastewater Program
4700 South Bragaw Street
Anchorage, Alaska 99519
Re:
Lot 15, Block 2, Near Point Knoll Subdivision
On-Site Wastewater Disposal Permit Application
Impacts to Adjacent Properties
Dear On-Site Services Engineer:
We are submitting an application for the installation of an on-site wastewater
treatment system for the referenced lot. The owner of the lot intends to construct
a new four-bedroom home. Included in our submittal are the Permit Application,
three drawings, a Soils Log/Percolation Test completed on April 9, 2002, three
(3) sieve analyses completed April 12, 2002, and a Property Owner Agreement
for the Maintenance of an On-Site Wastewater Disposal System. The three
drawings show existing conditions (improvements) on the referenced lot and
adjoining lots (Sheet I of 3), design site plan (Sheet 2 of 3), and design details
(Sheet 3 of 3).
A single test pit was placed on April 9, 2002 to a depth of 15.8 feet. No ground
water was encountered while excavating the test hole or after monitoring for
seven (7) days. No bedrock was encountered either. The percolation test was
run between 7.5 and 8.5 feet. More than three readings were faster than 1
minute/inch. Sieve analyses were performed on three soil samples. Each soil
analysis shows that more than 51% of the sample passes the No. 4 sieve.
The on-site wastewater system desi.qn is based on the following:
1. Lot Size: 72,891 Sq. Ft.
2. 1,500 Gallon Biocycle
3. Effluent Application Rate for Advanced Wastewater Treatment System,
Category II, Based on 4-9-02 Soil Percolation Rate of Less than 1
Minute/Inch and Sieve Analysis: 4 Gallons/Day/Sq. Ft. from Table C
4. Number of Bedrooms: 4
5. Drainfield Type: Typical Deep Trench, 2 Ft. Wide
2702 Gamb¢ll//201 · Anchorage, AK 99503 · 907-272-7111 · (Fax) 277-3177 · (E-mail) phukan~:gci.nct
April 16, 2002
Page 2
Therefore:
Absorption Area
4 BDRMS x 150 GallonslDay/BDRM
4 Gallons/Day/Sq. Ft.
= 150 Sq, Ft.
Using 4.5 Feet of Sewer Rock Below the Perforated Drainfield Pipe:
Trench Length = .150 Sq. Ft. = .150 Sq. Ft. = 16.67 Feet
2 x 4.5 Ft. 9 Ft.
Use 17 Feet Trench Length + 2 Feet Each End = 21 Feet
Deep Trench Drainfield Desiqn Dimensions are as Follows:
Trench Width: 2 Feet
Trench Length/Perforated Drainfield Piping: 17 Feet
Overall Trench Length: 21 Feet
Sewer Rock Below Perforated Drainfield Pipe: 4.5 Feet
Total Depth at Midpoint of Trench: 9.8 Feet (Bottom of Drainfield)
Cover at Midpoint of Trench: 4 Feet
Near Point Knoll Subdivision is served by a community Class A water well. The
Class A well is located more than 300 feet north-northeast of the northern
property line of this lot.
Installation of the on-site wastewater treatment system with primary and
replacement drainfields will not prevent septic systems to be constructed on the
adjoining lots nor result in a significant change in the general slopes of the area.
The proposed system will not be located in an area where ponding occurs and its
installation will not result in future ponding or concentration of surface runoff.
There are no surface water bodies or drainage courses within 200 feet of the
proposed on-site wastewater disposal system.
An existing single lane dirt/gravel road crosses adjacent Lots 14 and 16 and Lot
15 approximately 65 feet easterly of the proposed wastewater system. It will be
blocked off at the northerly property line of Lot 15 by the owners, Joe and Gail
Tolliver,
The Existing Conditions Sheet (Sheet 1 of 3) shows improvements on adjacent
lots. A small mobile unit is located on adjacent Lot 14 near the dirt/gravel road.
It is reported to be occupied seasonally. There are no known water wells or
April 16, 2002
Page 3
septic systems associated with this unit and no records were recovered in the
Municipality of Anchorage database.
Please contact me at 272-7111 if you have any questions regarding the
proposed on-site wastewater disposal system design.
Thank you.
Sincerely,
PHUKAN, INC.
~an, D.I.C., P.E.
Enclosures:
On-Site Sewer Permit Application
Existing Conditions Sheet
Design Site Plan Sheet
Design Details Sheet
Soils Log - Percolation Test Sheet
Three (3) Soils Analysis Sheets
Property Owner Agreement for the Maintenance of an On-Site
Wastewater Disposal System
P'ERUff No:
EXISTING CONDITIONS
ON-SITE WASTEWATER DISPOSAL SYSTEM
LOT 15, BLOCK 2, NEAR POINT KNOLL S/D
P.I.D. No: 041-021-,58
NORTH
IIOT 7
VACANT
LOT 11
HILLSIDE NORTH
DATE
PREPARED FOR:
Joe ond Goii Toiliver
646 King Arthur Circle
Anchoroge, Ak. 99518
(907) 522-7642
PHUKAN INC.
2702 ~mbell Street, Suite 201
Anchorage, ~aska., 99503
Tele: (907) 272-7111 Fax: (907) 277-3177
[m~il: phukanOgcl.,net
DAT~: 4/16/02 I EXISTING ~
sc~.~: ~'=~'CONDITIONS
P£RMIT No:
DESIGN SITE PLAN
ON-SITE WASTEWATER DISPOSAL SYSTEM
LOT 15, BLOCK 2, NEAR POINT KNOLL S/D
¢0R1
P,I.D. No: 041-021-56
Lot 1 4
Lot 16
(21' MIN.)
(21'
,/;, Tract
PREPARED FOR:
Joe (]nd tail Toll[vet
646 King Arthur Circle
Anchorage, Al<. 99518
(907) 522-7642
Tract B1
PHUKAN INC.
2702 Gambell Street. Suite 201
Anchorage, A~aska., 99505
Tele: (907) 272-7111 Fox: (907) 277-3177
Email: phukanOgct.net
41,61o2 j DESIGN
sc,~: ,'=.o' I SITE PLAN
PERMIT No:
DESIGN DETAILS
ON-SITE WASTEWATER DISPOSAL SYSTEM
LOT 15, BLOCK 2, NEAR POINT KNOLL S/D
P.I.D, No: 041-021-5§
SOILS tOO - T.H. I~1
~'~/~
I "":":'"~""° o.,...~, I
~ F F'-I,-,'
, ~. ....,
~~~', _. ~x~ ~. I ~ "'""""'"" ~'" "'¥'
*. P~[D foR: PHU~N INC.
2702 ~mbe(I S~e[ Su;te 201
~.~ · ..... ? ~ doe Grig ~QiI /Ofl~ver
g~
t ~ % CE 5227 · '~-~ . · .
e ~ *,, ,,'~ 646 Krug ~hur C~rcle
, ~ , mr~s~'¢. ~: ~/~6/e~ DESIGN DETAILS
~A~ ~ (907) 522-7642
Municipality of Anchorage
Development Services Department
Soils Log - Percolation Test I'
Lecal Des~p~cn: Z~/~ ~/?c.~ ~. ~e~ r ~,;- f ~eflT~shlp, Range. SecS~: "
Slcpe Site P~n
131t- O.c,-.
-- I$~- &o/ko,,.,
2-
3-
4-
5-
6-
7-
8-
9-
10-
11-
12-
13-
14-
15-
16-
17-
19-
20-
t ?ece~-/,:, lpg!r,'? .
I I
WAS OROUND WATER
ENCOUNTE.OED?
IF YES. AT ~T DEP~?
Dep$~ toWater A~er
~onitotlng?
I
I
Reading
Dale
3 I
Gross Time
COMMENTS
PERCCLATICNRATE ~ /, . mi.'~utes, fr.c.'q
~-'_ST~,'~-:. ?~ rr ~,:o 8-s
/o ,.C/e.,.e e,q..,,/,v,rYJ , ~
Net Time j Depth to Water
I
O::go J /Z"
FERC HOLE DIM.tETER
FT
Net Drop
PERFORMED BY: p~ ~ ~ ~ ~ ~ ..~, c. I '~-~_L ' -' CERTIFY THAT THIS TEST WAS
PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT OH THIS DATE. DATE: 4''cJ'- O Z.
PAN '&"r. - ~9.o U.S. STANDARD SIEVE OPENINO IN INCHES U,S. STAN'DARD SIEVE NUMBERS ltYDROMETER
#40 979.2 ~90.2 ~0.~ I 39.9 ~ ~0
· /. s AX~ ?o
Bi0 SIZE - 0.20 ~ ~
poorly - ~raded sand wX~
I
PAN '~'r, - ~9,0 U.S. STANDARD SIEVE OPEN'lNG IN INCHES U,S. STAN'DARD SIEVE NUMBERS ltYDROMETER
,,,,., _ _ .. _
a40 979.2 8~,2 ~. I 39.9 ~ 50 $0 ~
s~.o is.o ~ ~ I I 1 ~ --
DIoS~ - 0.20 ~ ~ ~
SIZE + TARE XVT. RETAINED PASSING
#20 1035.1 950.4 60.2 39.$ ~
#60 1470.3 13S2.6 87.6 12.4
6O
,2OO PAN ]665.6 1655.9 I ~77.91565.2 99.4 0.6 ~ ~~~~~--, 40
20 gO
D SIZE - 030
Coeff. of Utd formhy, Cu - 24.1 0 100
CoetT.. of Curvature, C¢ - 0.2 500 100 50 10 ~ t 0.5 0.1 0.05 0.01 0.005 0.001
GRAIN SIZE IN MILLIMETERS
'1'~? ItOL£: I CLASgWI~ATION PRO.IECT: Lo~ 15 Blk 2
SAMPL£ NO.: 2
CLtI~rr: Joe Tollivet
o~rn oF s.~L£ u~n~ SO~L CLASS S'WmOL: poorly-graded sand with gravel AP. EA: Anchocase
$.$ COMMENTS: SP w.O. #: 2033.00 I DATE: 12-Apr-02
#20 1038.1 950.4 60.2 39.$ ~ ~
S40 1237.4 11493 72.8 27.2 ~ 50 ~ ,-- ~r~-~--,--r-- 50 ~
0~ 14703 1392.6 87.6 12A ~
PAN WT. 913 U.S. STANDARD SIE%'E OPE2,,TNG IN INCHES U.S. STANDARD SIEVE NUMBERS HY'DRO~e.
~s- 4-~ ~- ~- ,~- ~- ~- ~- ~ 4 6 * i0 i~1~20 ~0 40 ~0 ~ ioGi40 2~
WET XVT. - PAN %VT. ' 1956.6 100 0
#40 1407.5 1316.0 686 I 31.4 ~ 50 ....... 50
% GRAVEL - 46 30 ~ ?0
20 ~ 80
D~PTHOFSAt,(PL£ L~Itlt. uSOILCLASSSYMBOL: poorly-graded sand with gravel ARt=A: Anchon~ge
8.5 CO.VIM~q'I'S: ~ W.O. ~: 2033.00 [ DATE: 12-A1~'.,02
I
PAN WT. 913 U.S. STANDARD SIE%'E OPE2,,TNG IN INCHES U.S. STANDARD SIEVE NUMBERS HY'DRO~t e. I £R
S~E + TA~ ~. ~A~ P~S~G
% G~L - 46 30 ~ ~ ~ 70
~0 ~ 80
DIoS~E 0,21 ~ ~ ~
',, ' 01/07/1995 23:52 9872773177
gO7 343 ~ZSO
PAGE 02
PROPERTY OWNER AGREF, MI~.NT FOR THE MAINTENANCE OF AN ON-SITE
WASTEWAT~R DISPOSAL 5YSTI~M
Dev~ ~a'vtee, Dep~tn~ (DSD) .nd t~e pmpem/own~O of:
This a~ is trmde f~r th~ i~ of malnt~inlni an on-~ite wns~ewa~er disposal system on
(l~rintect NaCre)
Kelly Tmkler. Nota~. Public