HomeMy WebLinkAboutBLUEBERRY HILL BLK 3 LT 5Blueberry Hill
Block 3
Lot 5
#050-202-06
— Municipality of Anchorage
!/ Development Services Department ..
Building Safety Division
On Site Water and Wastewater Program, 4700 S. Bragaw SL
-of 3
P.O. Box 196650 Anchorage, AK 99519-6650 Page I
www.cl.anchorage.ak.us (907)343.7904
ONSITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT
Permit Number: S W 0 (00'0 NO PID Number. 050 - Z OZ.— O(O
ST EP)4E STORTZ
Wastewater System: ®New []Upgrade
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ABSORPTION FIELD
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Inspections performed by- Dates: t°
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Development Services Department Approval
James E. Cross.
Conditional Approval by: Date:
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MUNICIPALITY OF ANCHORAGE
Development Services Department
On -Site Water 6 Wastewater Program
4700 South Bragaw Street
P.O. Box 196650, Anchorage, AK 995196650
(907) 343-7904
ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT
Initial
Date Issued: May 09, 2006
Expiration Date: May 09, 2007
Permit Number: SWO60086 Parcel ID: 050-202-06
Legal Description: BLUEBERRY HILL BLOCK 3 LOT 5
Design Engineer: 0848 EAGLE RIVER ENGINEERING SEI Site Address: NHN BARCLAY DRIVE
Owner Name: STEVE STORTZ Lot Size: 80536 SO. FT.
Owner Address: PO BOX 770007 Total Bedrooms: 2 Permit Bedrooms: 2
EAGLE RIVER. AK 99577 -
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 PROPOSED PRIVY NEEDS TO MAINTAIN 50 FOOT SETBACK FROM SLOPE GREATER THAN 25016. OR
35 FOOT HORIZONTAL SEPARATION USING INSTRUCTIONS ON ATTACHED MEMO DATED APRIL 7, 2004.
Received By-
Issued
y
Issued By.
Date:
Date: 5j—,,,Ll G
DATE: April 7, 2004
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MUNICIPALITY OF ANCHORAGE :� e*
Building Safety Division
s• arr
MEMORANDUM
TO: On - Site Services Program
FR s oss, P.E.
ger, On -Site Water Wastewater Program
SUBJ: Slope setbacks from >25%
In situations where slope conditions will not allow a wastewater disposal field to be
located 50 feet horizontally up gradient from a change In slope to greater than 25%, as
required in AMC 15.65.060A.1.b the following requirements apply: (As allowed by AMC
15.65.030.G)
1. A point shall be determined two and one half feet above the Invert of the
distribution piping of the septic field at the field's closest point to the slope greater than
25%.
2. A line shall be drawn from this point and perpendicular to the distribution
piping at a down slope of 25% in the direction towards the slope greater than 25%.
3. The Intersection of this hypothetical line and the actual slope shall be a
minimum of 35 feet horizontally from the point established in #1.
4. This 35 foot horizontal separation shall be the minimum allowed between a
disposal field and a slope of greater than 25%.
If a property has a wastewater disposal system that was constructed prior to 1986
and the absorption field encroaches a change in slope greater than 25%, an upgrade of the
failed system may be approved in the same location if the following applies:
1. No other location exists on the property to construct an upgrade drain field
with proper separations.
2. The engineer field verifies that no effluent ever surfaced on the slope surface.
3. The engineer maximizes the separation from the field to the slope as much as
possible.
Municipality of Anchorage
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.org/onsite
(907)343-7904
ON-SITE SEPTIC/WELL PERMIT APPLICATION
FOR A SINGLE FAMILY DWELLING
Parcell.D. 6Sa-a0'!Z-0(-:7
Property owner(s) ✓E Onor--a- Day phone I^'71/ - as q A
Mailing address PO dox '77000-1., Ar _ —AI ✓Cr_. fjrL Zip Code
Site address
Code
Legal description (Sub'd, Block & Lot) AW EdE96,' y Ir-t-� 1-5 13 3
Legal description (Township, Section & Range) T 1 Nn/ lel 1n)
Lot Size_ EQ. 536 Sq. Ft.
THIS APPLICATION IS FOR (®all that apply):
Absorption Field
❑
Septic Tank
❑
Holding Tank
❑
Privy
Private Well
❑
Water Storage
❑
Number of Bedrooms
THIS APPLICATION IS AN:
Initial
❑
Upgrade
❑
Renewal
❑
certify that the above information is correct. I further certify that this application is being made for a
Single Famil wellin an acc ordance with applicable Municipal Codes.
(Signature of property owner or authorized agent)
Permit/Rush Fees: 41,00 - cN Waiver Fees:
5
Date of Payment: g d Date of Payment:
Receipt Number:9g3 Receipt Number:
(Rev. 11105) t�"i
Eagle River Engineering Services
Christopher R. Wood, P.E.
10421 VFW Road Suite 201
Eagle River, AK 99577
May 8, 2006
Dan Roth
Manager, On -Site Services
Municipality of Anchorage
P.O. Box 196650
Anchorage, AK 99519
Re: Blueberry Hill Lot 5 Block 3
Narrative & Permit Application
Dear Mr. Roth:
(907) 694-5195 tel
(907) 694-3297 fax
The proposed Earth Privy will have very limited impact on adjacent properties for the following
reasons:
1. The surrounding lots are large, allowing sufficient room for septic sites.
2. Immediate neighboring septic systems are all +30' distance, and wells +100'.
3. This permit is for Installation of an Earth Privy only.
4. Drainage will not be affected and is not a major consideration in our design.
5. Protective well radius will be maintained for all adjacent properties.
The owner of the above referenced property would like to install an earth privy. No running
water source is available on-site. One test hole on the lot indicates no bedrock and no water to at
least 12 foot depth. The privy will be constructed in accordance with the latest edition of the
Sanitarian's Handbook, complete with venting at both the high and low eaves, and with an
enclosed plenum up the back wall of the privy. Privy depth shall be no more than 6' below
ground surface.
The owner of the lot has taken advantage of a natural bench on this very steep lot and has hauled
in a lot of fill to create a slope setback of 35' from the proposed privy to a theoretical 25% line
from the privy location. See site cross section for a visual depiction of the slope and setback.
Drainage will not be affected, and is not a consideration in our design. This work will not affect
the reserve area on adjacent lots. if you have any questions please call our office at 694-5195.
Sincerely,
EAGLE RIV5 ENGINEERIN,P SERVICES
~ael-W
Christopher R. Wood, P.E.
Principal
\2003\05.081 PRIVvsEPTICNARRAnvE
LOT 6
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PROPOSED LEACH FIELD
EXISTING LEACH FIELD
o - DRNEWAY
NO SURFACE WATER
NO KNOWN CURTAIN DRAINS
------------f------------
B��LAY D_R11'E
LOT 5
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PROPOSED LEACH FIELD
EXISTING LEACH FIELD
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NO SURFACE WATER
NO KNOWN CURTAIN DRAINS
LOT 4
EAGLE RIVER
ENGINEERING SERVICES
P.O. Box 773294
10421 VFW Drive
ogle River, Alosko 9957
'907) 694-0193 FAX. • (907) 694-3297
ERES Project Number: 05-081
CADD File Name: 05-081
430.06'
1
1
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OF
EARTH PRIVY SITE PLAN 00 * _49 T" /J
_EGAL: BLUEBERRY HILL LOT 5 BLOCK 3 % +
#, '.CHRIST" R WOOD.
)WNER: STEPHEN STORTZ �Ic' CE -10387
:ONTRACTOR: UNKNOWN �1 ' • ..... •'
SCALE: DATE: Br. SHEET:
1'=60' 04/24/061 CGS 1 1 I 1
LOT 5
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EAGLE RIVER
ENGINEERING SERVICES
P.O. Box 773294
10421 VFW Drive
ogle River, Alosko 9957
'907) 694-0193 FAX. • (907) 694-3297
ERES Project Number: 05-081
CADD File Name: 05-081
430.06'
1
1
I
OF
EARTH PRIVY SITE PLAN 00 * _49 T" /J
_EGAL: BLUEBERRY HILL LOT 5 BLOCK 3 % +
#, '.CHRIST" R WOOD.
)WNER: STEPHEN STORTZ �Ic' CE -10387
:ONTRACTOR: UNKNOWN �1 ' • ..... •'
SCALE: DATE: Br. SHEET:
1'=60' 04/24/061 CGS 1 1 I 1
EAGLE RIVER ENGINEERING
10421 VFW RD, SUITE 201
EAGLE RIVER, AK. 99577
(907) 694-5195 FAX: (907) 694-3297
SOILS LOG - PERCOLATION TEST
PERFORMED FOR: STEPHEN STORTZ DATE PERFORMED 7/25/2005
LEGAL DESCRIPTION: BLUEBERRY HILL LOT 5 BLOCK 3
TEST HOLE 1 SLOPE
DEPTH
EFEE7T)
to
n
16
19
2C
21
LOOSE BROMN
MEDIUM GRADED GRAVEL
MIXED %MTH SAND AND SILT
WAS GROUND WATER
ENCOUNTERED? NO
YES AT WHAT DEPTH NONE
DEPTH TO WATER AFTER N/A
MONITORING?
DATE: 8/3/2005
TOWNSHIP RANGE SECTION T14N.RiW.SEC9
PERC TEST RESULTS
we
■ =9
•r•
READING
DATE
GROSS TIME NET TIME
DEPTH TO WATER
NET DROP
1
08/03/2005
11:54
0:00
3'
10 1/2
0
2
08/03/2005
12:04
10:00
4'
2 11/16
4 3/16
3
08/03/2005
12:05
0:00
3'
10 1/2
0
4
08/03/2005
12:15
10:00
4'
2 1/2
4
5
08/03/2005
12:17
0:00
3'
10 1/2
0
6
08/03/2005
12:27
10:00
4'
2 1/4
3 3/4
08/03/2005
12:28
0:00
3'
10 1/2
0
08/03/2005
12:38
10:00
4'
2 1/4 1
3 3/4
PERCOLATION RATE- 2 (MNNCH) PERC HOLE DIAMETER -6'
1111*4 malle Wal CIA 212 mm a 10219=111111111 al
COMMENTS•
SOILSLO ED Y• PHER WOOD PERCOLATION TEST BY: CHARLES BALZARINI
CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE
AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE:y",Z /4[
PROPOSED PRIVY CROSS SECTION
PROPOSED
PRIVY
5 0'
5
35
'5,070ORALE
25350;
NATIVE SOILS
EAGLE RIVER ENGINEERING
P.O. Box 773294
EAGLE RIVER, AK. 99577
(907) 694-5195 FAX: (907)
SERVICES
694-3297
FI LL
STS,
SCALE: NTS
DATE: 5/4/2006
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