HomeMy WebLinkAboutCRANBERRY RIDGE LT 5Onsite File
Cranberry
Ridge
Lot 5
#057-111-09
MUNICIPALITY OF ANCHORAGE
On -Site Water & Wastewater Program
PO Box 196650 4700 Elmore Road
Anchorage, Alaska 99519-6650 Phone: (907) 343-7904 Fax: (907) 343-7997
http://www.muni.org/onsite
On -Site Water & Wastewater System Permit
Permit Number: OSP211385
Work Type: WellSeptic Initial
Tax Code Number: 05711109000
Site Legal Address: CRANBERRY RIDGE LT 5 G:1413
Site Mailing Address:
Owner: SLATER BRIAN & DEBBIE
Design Engineer: EKLUTNA ENGINEERING, LLC*
This permit is for the construction of:
Q Disposal Field Q Septic Tank ❑ Holding Tank ❑ Privy
Effective Date
Expiration Date
Lot Size in Sq Ft:
Total Bedrooms:
ILn�'
""11
.
llepartct7ent
9/23/2021
9/23/2022
238012
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
A A: We_" to c aAi o v-\ re i Se a . -- tump.- S 1116' Z07,1
Received By: Date:
Issued By: Date: 073 1,2 d,2 r
3
MUNICIPALITY OF ANCHORAGE
Development Services Departments' Phone: 907-343-7904
On -Site Water & Wastewater Section Fax: 907-343-7997
ON-SITE SEPTIC/WELL PERMIT APPLICATION
Parcel I.D. 057-111-09
Property owner(s) SLATER BRIAN & DEBBIE
Mailing address 17517 Palos Verdes Dr Eagle River
Site address
Day phone
AK 99577
Legal description (Sub'd., Block & Lot) CRANBERRY RIDGE LT 5
Legal description (Township, Range & Section) Twin Peaks Drive Chugiak
Lot Size 238,012 Sq. Ft. Number of Bedrooms 3
AK 99567
APPLICATION IS FOR:
APPLICATION IS AN:
TYPE OF DWELLING:
(® all that apply)
Absorption Field
0
Initial M
Single Family (SF)
Q
AD U)
Septic Tank
®
Upgrade El(w/wo
Duplex (D)
❑
Holding Tank
❑
Renewal ❑
Multiple Dwellings
❑
Privy
❑
(SF and/or D)
Private Well
171
Water Storage
❑
THIS APPLICATION INCLUDES A WAIVER REQUEST FOR:
Distance:
I certify that the above informaftn is correct. I further certify that this is in accordance with
annlirahla Mi inininal (.nriac r
(Signature of property owne
authorized agent) I
Permit/Rush Fees: 4p K5 Waiver Fees:
Date of Payment: I' 101'),D �� Date of Payment:
Receipt Number: C3 � $ a) Receipt Number:
Permit No. osPZ I I 3 !2 Waiver No.
GADevelopment Services\Building SafetylOn Site Water and WastewaterTormsOient FormsTermit Application.doc
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP211385, Rebecca Carroll, 09/23/21
DESIGN PARAMETERS
'FDROOM: (450 GPD)
'S -01L PERCOLATION RATE: 1.7 mpi
AREA REQUIRED: 375 SF
SYSTEM TYPE: SHALLOW TRENCH
48'x 5' x 310" EFFECTIVE DEPTH YIELDS 375 sf
D LPTIH OFF EXCAVATION TO BE 6'6".
P-POV!IEDE 4' 07 CCVER TO ENSURE THAT SEPTIC
RCCK BELOW THE CLAY LAYER.
12
WELL
z
FCO
NEIGHBORING WELL IS > )OO'
�mD SEPT(' IS > lO' FROM
PRUPERTY L|ME
| THJ
SCOPE OF WORK
�PLACE NEVi' 1.000 GALLON TWO- COMPARTMENT
SEPTIC TANK AND TIE INTO NEW AB58RPTK]N
SYSTEM. TANK IS TO BE PROVIDED WITH A
MINIMUM 20^ DIA RISER SERVING THE FIRST
\
COMPARTMENT,
2. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH
ALL REQUIREMENTS SPECIFIED IN ANCHORAGE
MUNICIPAL CODE CHAPTERS 15.55 AND 15.65.
VACANT LAND �
Septic Desioo Prepared for
Brian and Debbie S|8fp[
Twin Peaks FlF ChU9'ak. Alaska 99567
CRANBERRY RIDGE LOT 5
��/UTN� [N��/N�[��N'� U/` DATE 11�2�1
u�/_��//vr� uv��//vc_u\//v��/ �-/_�� �
19162 MOUNTAIN ROAD DRAWN: CLT
CHU8|AK ALASKA- ' SCALE: 1"=4O
/g�7> 4D8-1O5O �
|PID: 057- 11-08 SHEET 1{}F2
SOILS LOG -
TEST
PERCOLATION TEST
HOLE 1 I
*(vl
Y
I
ORGANICS /
\.-,
r\
DATE PERFORMED: 8/7 /2021
WAS GROUND WATER
ENCOUNTERED? NO
DEPTH TO WATTR AFTER
MONITORING? NO
DAIE:8/16/2021
WATER READINGS THE NEAREST 1/16 |NCH.
PERCOLATION RATE: 1.7
PERC HOLE DIAMETER:
TEST RUN BETWEEN 4
MIN
AND
INCH
FEfI.
PERFORMED BY: CURTIS TOWNSEND. I, CURTIS TOWNSEND, CERTIFY THAT THIS TEST WAS PERFORMED lN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES lN EFFECT ON THIS DATE. DATE: 8/16/2021
NO.DATE CLOCK TIME
NET
TIME
MIN
WATER
LEVEL
RTADING
1 8/6 /2021 18:51l18:58 7
8/6 /2021 i 9: 00/1 9: 05 5 o -u o
3 6/6 /2021 19: OO / 9:12 6 6"-0"6"
8/6 /2021 19:12 / 9:20 8 o -u o
5 8/6 /2021 19:2O / 9:28 B o -u o
8/6 /2021 19:28/ 9:38 10 o-uo
7 8/6 /2021 19 38 / 9: 48 10 b -u o
B I 6 /2021 1q.51 /?O.01 10
Septic Design Prepored for
Brian and Debbie Slater
Twin Peaks Dr Chugiak, Alaska 99567
CRANBERRY RIDGE LOT 5
osP21 1385
EKLUTNA ING/NTIRING, LLC
19162 I./OUNTAIN ROAD
CHUGIAK, ALASKA 99567
(e07) 406- 1 0s8
DATE: 912212021
DRAWN: CLT
SCALE: 1" = 40'
PID: 057-111-09 SHEET 2 OF 2
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP211385, Rebecca Carroll, 09/23/21
MUNICIPALITY OF ANCHORAGE
DEVELOPMENT SERVICES DEPARTMENT
4700 BRAGAW STREET ANCHORAGE, AK 99519-6650
DEPTH
(feet)
1-
2
4
5
6
7
8
9-
10-
11
12-
13-
14-
15-
16-
17-
18-
19-
20 -
SOILS LOG - PERCOLATION TEST
LEGAL DESCRIPTION: LOT 5, CRANBERRY RIDGE SUBDIVISION
PERFORMED FOR: STEVE REMME
DATE: 111612012 PROJECT No.:
PARCEL ID#: TECHNICIAN: A. HARALA
TEST HOLE 3
OB/OG
d
a
a
d
a
d
4
a
SILTY GRAVEL
WITH SAND
' a GM/GW
d
SLOPE
N
OP
0
���� •
49th
... Y ...... ...... .... ..............
...................................
MICHAEL E. ANDERSON
No. CE -4381
p...... .
Professional Engineers Stam
S I I L PLAN
tiFF PLAI,
z
a
WAS GROUND WATER ENCOUNTERED' NO
a
IF YES a WHAT DEPTH? S
DEPTH OF WAI ER AFTER MONITORING: NONE LLS 2%
d DATE OF MONITORING: I I!15, 2012 P
E
DATE
READING
GROSS TIME
(MINUTES)
NET TIME
(MINUTES)
DEPTH To
WATER
(INCHES)
NET DROP
(INCHES)
TEST HOLE PRESOAKED PRIOR TO TESTING:
11/6
1
3:04
1.13"
2
3:34
30
7.25"
6.12"
3
3:35
1.25"
4
4:05
30
7.50"
6.25"
5
4:06
1.25"
6
4:36
30
7.44"
6.19"
PERCOLATION RATE: 4.8 (MIN/INCH) PERC. HOLE DIA. �(INCHES)
TEST RUN BETWEEN: 4.0 FT. and 5.0 FT.
COMMENTS: TEST HOLE PRE SOAKED PRIOR TO TEST.
TEST PERFORMED BY ANDERSON ENGINEERING. 1, MICHAEL E. ANDERSON CERTIFY THAT
THIS WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPLE GUIDELINES IN EFFECT ON THIS
DATE: 12/9/2012