HomeMy WebLinkAboutPETERS CREEK BLK 3 LT 16Peters Creek
Block 3
Lot 16
051415-16
ENGINEER SAYS NO
SYSTEM INTALLED TO
HIS KNOWLEDGE
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 PERMIT
Initial
Date Issued: Jul 11, 2005
Expiration Date: Jul 11, 2006
Permit Number: SWO50218 Parcel ID: 051-115-16
Legal Description: PETERS CREEK BLK 3 LT 16
Design Engineer: 0838 North Rim Engineering Site Address: 023324 GLENN CT
Owner Name: JERRY JACOBS Lot Size: 10500 SO. FT.
Owner Address: PO BOX 670669 Total Bedrooms: 3 Permit Bedrooms: 3
CHUGIAK, AK 99567-0669
This permit Is for the construction of:
r;� Disposal Field E Septic Tank Ej Holding Tank E] Privy E] Private Well E] 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 AJaska
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.
-ENGINEER NEEDS TO FIELD VERIFY IF THERE IS AN EXISTING WELL ON SUBJECT PROPERTY OR ON ANY
PROPERTY WITHIN 200'OF PROPOSED SEPTIC SYSTEM. IF A WELL EXISTS ON THE SUBJECT LOT, THE
WELL NEEDS TO BE PERMANENTLY DECOMMISION PER AMC 15.55.060J, PRIOR 0 THE INSTALLATION OF
THE PROPOSED SEPTIC SYSTEM.
Received B 4 Date: 7111k
X
Issued By: Date:
Municipality of Anchorage
6
Development Services Department
Building Safety Division
On -Site Water and Wastewater Program
4700 Bragaw St.
P.O. Box 196650 Anchorage, AK 99519-6650
www.ci.anchorage.ak.us
(907) 343-7904
ON-SITE SEWERIWELL PERMIT APPLICATION
FOR A SINGLE FAMILY DWELLING
Parcel I.D. Permit Number SW
Property owner(s) Terv!j Me,_gn6j Day phone -2L/
Mailingaddress Z1931S- Ecr Arwp_ ZiD Code C?
Site address C-46WA( QUdgl' 1P A�1154f &t5i-4_ZZipCode !29S"Z"?
Legal description (Lot, Block & Sub'd.)
Legal description (Section, Township & Range)
Lot Size - M, 5D 1) Acm��
THIS APPLICATION IS FOR:
Number of Bedrooms
Sewer Only Well Only E3
Sewer and Well E] Water Storage E3
Sewer Upgrade 1-1
THIS PROPERTY CONTAINS:
Hot Tub 13 Jacuzzi
Swimming Pool 0 Water Softening Unit
Therapy Pool 0
I 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 own(Lmauthorized agent)
Permi Rush Fees: /A.10 - OD Waiver Fees:
Date of Payment: 1% 1115- Date of Payment
Receipt Number: yog Receipt Number.
(Rev. 09104)
1��,�,INEERING
NorthRim Engineering
17237 Bear Pow Circle
Eagle River, AK 99577
907-694-7028
July 5, 2005
MOA On -Site Water & Wastewater Program
4700 Bragaw St
Anchorage, AK 99519
RE: Septic System Design, Peters Creek S/D, Lot 16
The existing lot is being developed. Most of the lots in this subdivision have been
developed. The subdivision is on a public water system. The soil test was excellent- a 16
foot deep test hole with no trace of water.
This site should not negatively impact any of the other area lots. The terrain is level in the
subdivision. Please review the wastewater system design for the single fim-dly home. I have
included design plans & specs, design guidelines, & soil tests. If there is need for
additional information or clarification please give me a call.
Sincerely,
4c��
Steve Eng, PEX6
Design Enclosures
INEERING
Peters Creek S/D, Lot 16
SPECIFICATIONS & DESIGN GUIDELINES
Wastewater System Sizing: This is a newly developed lot within a developed subdivision. A
house has been moved to the site @ 3 bedrooms. The septic system will be new. This requires a
new 1000 gallon septic tank. The lot is small for on-site systems @ 10,500 square feet, as are
neighboring lots. Most of the neighborhood lots have been developed. A public water system
serves the subdivision. No adverse impacts are expected from developing this lot. The
neighboring wastewater systems are located on the drawing. The lot is relatively flat. No conflicts
to any neighbor lots is anticipated. One deep soil test was conducted @ 16 -foot depth. A sandy
gravel soil with an excellent percolation rate. An application rate of 1.2 GPD/FT2with 0.5
reduction factor for utilizing a 5' wide trench was utilized.
Specification Requirements: All components and work must comply with the Municipality of
Anchorage Specifications (AMC) & State of Alaska Drinking Water Regulations and Wastewater
Regulations.
Two compartment, 1250 gallon septic tank.
Watertight couplings on inlet & outlet.
5 foot minimum bcm-ccn the tank and bed. 10 foot to property lines.
3 fed of cover or insulation is required for trench; an equivalent of I" insulation for each foot soil
cover.
Tank & solid pipe must be set on well compacted, stable soil.
4 inch diameter cleanouts with airtight caps arc required I to 4 feet from foundation %211, prior to any
90 degree bend in 4 inch line, in each tank compartment, and two adjacent opposing c1canouts between
the tank and the absorption field, not more dian 10 feet from the tank positioned to provide cleanout
access towards the tank and towards the absorption field.
All cleanouts must "tend to at least ground level.
In solid pipe runs, ASTM D-3034 may be used in lieu of cast iron.
Trench to be placed level, minimum of 4 feet to ground%vatcr, 6 feet to bedrock from drain -rock.
Drain rock to be V2 inch to 2 Vi inch screened. Drain rock to be distributed uniformly throughout the
trench.
Perforated pipe to be installed level with perforations dovvm.
Silt barrier (filter fabric) to be installed above the drain rock.
Smeared trench sides must be raked or scarified before drain rock placement.
Backfill over drain rock must not be less dian 36".
The finish grade must be mounded to promote drainage over the trench.
Insulation must be placed over any pipe installed under driveways or parking areas.
Approved pipe materials include cast iron, PVC ASTM D3034, PVC ASTM F789, ABS ASTM
D2661,
Sewer Service Line is minimum 2% slope.
Septic Tank to be pumped every two years or when required.
Insulation board to be extruded direct burial polystyrene (Dow Styrofoam HI or equal)
IT
DESIGN NOTES:
1. Total Depth of Trench is
2. Sewer Service Line minimu
3. Trench is Minimum 10' fr
Glenn Court
5
>11
C5
-1 2% slope.
2!
i Lot Line.
f::)
4. Lots Served by Public Wat4r Line.
F J C. 0.
1000 Gallor
Septic Tarik
Double C.0.'J,
0
0
Septic System Construction
Does Not PrecLucle Adjoining
Lots From Sanitation
Improvements. /T.H. 1
Reserve Sitel I I -
%%N4
NORTHRIM PETERS CREEK S/D
ENGINEERING
17237 B�r Pow CIM10
EaVe Rl�. Akmko 99577
907.694.7028 ......... LOT 16
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Ouse
/a
V = 20'
PLAN
LAYOUT
7/5/05 rl'6'f 4
OF A�
DESIGNNOTES:
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NORTHRIM
1,1�
PETERS CREEK S/D
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ENGWEERING 0
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1. To f' -Depth at� Trenah
Is 7.5'.
172-37 &ear Pow Ck�-I*
LAYOUT
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907.694.7026 N4111
2 Sewe*f,:. ' keU�, 1
iinifti;um 2% slope.
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4. Lots Served
c Wqftr Line.
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....... . JS1
NORTHRIM
1,1�
PETERS CREEK S/D
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ENGWEERING 0
SUBDIVISION
172-37 &ear Pow Ck�-I*
LAYOUT
EOV& Rhme. oVos*a "577 iL
907.694.7026 N4111
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ILS LOG - PERCOLAT
Date Performed: 6/14/05
Performed For: -Jerry Jacobs
Legal Description: Pete -s Creek ��/D, Lot 16
DEPTH
(FEET)
T.H. Location: See Drawing
5
Organic
I
6
.;:-%.
2
3
4
Groundwater? No
15 -
T.H. Location: See Drawing
5
-
GP
6
- b.
Sandy Gravel,
7
w/ Low SiLt
Groundwater? No
15 -
Depth
8
17 -
Water Depth
9
19 -
After Moni -inr, Ne
10
I
12 -
13 -
14 -
15 -
16 -
17 -
18 -
19 -
20 -
# I Date
1 6/21
2 6/21
3 6/21
4 6/21
5 6/21
6 6/21
Dat
Net T
2
2
RLh
5.
z:_
51
7'
51
7 -
Net
21
21
Percolation Rate 1-D1Q1--/-1n9.h— —Perc Hole Diam'eter 6'
Test Run Between _4LMn.Q�
men si Erp-;nnK mnrp than-aM
Performed ByNorthgim F g. I C
Performed In Accordance withdg�
ON THIS DATE. DATE, 7/5/05
INORTHmm
ENGINEERING
172J7 &*or Pow Circl.
EGV0 Rl~. Alosko 99527
POZ694.7028
— CERTIFY THAT THIS TEST WAS
te/Municipat Guidelines in Effect
TES THOL E H 1
TESTHOLE LOG
T. H. 1
Y
0 C
J'GEOTECHNICAL
7/5/05
I
