HomeMy WebLinkAboutDOLAN LT 27AI
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www.sullivanwaterwells.com
Pump Installation Log
Well Drilling Permit Number: SW Date of Issue
Parcel Identification Number:
Legal Description Property Owner Name & Address
Dolan Lot 27A Virginia & Paul Dolan
20839 Crabtree Chugiak, AK 99567
Pump Installation Date:
11-11-20
Pump Intake Depth Below Top of Well Casing:
130 feet
Pump manufacturer’s Name:
F&W
Pump Model:
4F07P05301S
Pump Size:
1/2 hp
Pitless Adapter Burial Depth:
10 feet
Pitless Adapter Installer:
Unknown
Disinfected Upon Completion?
yes no
Method of Disinfection:
Chlorine 50 PPM
Comments:
Pitless Manufacturer: Unknown
Pump Installers Name:
Sullivan Water Wells
Attention: The pump installer shall provide a pump installation log to the DSD within 30 days of pump installation.
0
�f r1", Municipality of Anchorage e
_.•;4....,:.____ Development Services Department 44151
Building Safety Division
On-Site Water and Wastewater Program,4700 Bragaw St.
P.O.Box 196650 Anchorage,AK 99519-6650 Page 1 of 4
www.ci.anchorage.ak.us (907)343-7904
ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT
Permit Number: SW070092 PID Number: 051-092-55
Name: Wastewater System: ❑ New ® Upgrade
Paul &Verginia Dolan
Address: ABSORPTION FIELD
P.O. Box 670477 Chugiak.AK 99567
Phone: Number of Bedrooms:
5
0 Deep Trench ®Shallow Trench 0 Bed 0 Mound 0 Other:
Soil Rating: Total Depth from original grade:
LEGAL DESCRIPTION 1.2 GPD/Ft2 0 Ft.
Block: Lot: Subdivision: Depth to pipe bottom from original grade: Gravel depth beneath pipe:
27A Dolan Subdivision 1.0 Ft. 0.5 Ft.
Township: Range: Section: Fill added above original grade: Gravel Length:
2 Ft. 63/63 Ft.
issie
Gravel width: Number of lines: Distance between lines:
Well: ❑ New ❑ Upgrade 5/5 Ft. 2 10 Ft.
Classification(Private,A.B,C): Total Depth: Cased to: Total absorption area: Pipe Material:
Exist'g Private Ft. Ft. 630 Ft2 3034 PVC
Driller: Date Drilled: Static Water Level: Installer: Date Installed:
Ft. Little Bear 8/1712007
Yield: Pump Set at: Casing Height Above Ground:
TANK
GPM Ft. Ft.
SEPARATION DISTANCES ❑Septic ❑ Holding ®S.T.E.P. ❑ Other:
To Septic Absorption Lift Holding •ublic/Private Manufacturer: Capacity:
From Tank Field Station Tank Sewer Line Anchorage Tank 2000 Gal.
Material: Number of Compartments:
Well 117.7 126.1 100+ Steel 2
Surface Water 100+ 100+ LIFT STATION
Size: Manufacturer:
Lot Line 26.0 11.7 250 Gal. Orenco
"Pump on'level at: 'Pump off'level at: High water alarm at:
Foundation 6 14.4 40 in. 36 in. 45 in.
50+ 50+ Pump Make&Model El`ecttrri al I pections cC� y.
Curtain Drain P2005 y v d 1/
Remarks: BEN MARK
Upgraded original SAS with a single trench,5OLFx5'Wx0.5'ED,0'
Location and Description:
TD.Filter sand 0.5'thick was installed under the gravel.Field was North Entrace Threshhold
Assumed Elevation:
covered with Rigid Insulation and 2'fill. See sheet 4. 100.0 Ft.
Engineer's Stamp
Inspections performed by: PANNONE ENG. SVC, LLC Dates: 1st 8/17/2007 • ••.**••is4
2nd 8/712007 •.•��E. �� ..,/1,�
Development Services Department Approval ?.•'' •'�,y�.*
IN- o ,_.T- ��
Conditional Approval Date: ; 0
I.
j ;Steven R. Ponnone •=
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Reviewed and approve Date: <� ,,,,...•• A� ••
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i�P�OF AC�s�11t P.O. BOX 102954 ANCHORAGE, AK 99510 RECORD 11/15/07
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NTS
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s � Lot 27A Dolan 041-011-06
4 •'Steven•R.: P•o none j Paul Dolan PERMIT NO.
a #� CE 81491 P❑ Box 670477 SW070092
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Chugiak, AK 99567 DESIGN Sheet
ikU4ZP OFES900\-- 9 DETAIL
3 of 4
SPECIAL PROVISIONS TO SPECIFICATIONS
1. ALL CONSTRUCTION SHALL BE INSTALLED AS SPECIFIED IN THE MOST CURRENT EDITION OF THE MUNICIPALITY
OF ANCHORAGE STANDARD SPECIFICATIONS (MASS) FOR COMPONENT PARTS AND MATERIALS USED IN CONSTRUCTION
OF ON—SITE WASTEWATER DISPOSAL SYSTEMS.
2. ALL WORK SHALL BE IN ACCORDANCE WITH THE ATTACHED SPECIFICATIONS.
3. SCOPE OF WORK: 5—BEDROOM HOUSE, NEW DRAIN FIELD, SEPTIC TANK AND LIFT STATION, UPGRADE EXIST'G
FIELD, ABANDON OLD TANK IN PLACE.
4. GROUNDWATER IS NOT EXPECTED TO BE ENCOUNTERED DURING EXCAVATION, AS EVIDENCED BY THE SOIL TEST
HOLE INFORMATION ABOVE 5 FT. IF AN APPARENT WATER TABLE IS OBSERVED IN ANY OF THE EXCAVATIONS LESS
THAN 4 FEET BELOW EXISTING GRADE, NOTIFY THE ENGINEER IMMEDIATELY.
5. AT NEW LIFT STATION, INSTALL TWO DISCHARGE PIPES. ONE DISCHARGE PIPE SHALL FEED THE NEW DRAINFIELDS,
THE SECOND DISCHARGE SHALL FEED THE ORIGINAL FIRLD WITH ITS NEW UPGRADE. LEAVE SECOND DISCHARGE
PIPE DISCONNECTED FROM PUMP.
2'Fill w/top 6'
topsoil.Seed mound.
ORIGINAL FIELD UPGRADE
2"R.I.
Gravel
. ingrainge 97.5 filter Sand
97.OrH1 iNIEMEtrIMIO 97.0
OR `� :11 II1`II
-0.5 96.5 Distribution pipe
36!1 0"0,1/8"holes @
0.5'
5'
0.5'
GP
WATER@4.5'ON SECTION
5-19.07(92.5)
-7
BOH(90.0)
DESIGN PARAMETERS ABBREVIATIONS LEGEND
CU COPPER w w — WATER LINE/
NO. BEDROOM: 5 DIP DUCTILE IRON PIPE WELL RADIUS
TANK SIZE: 1,500 gallon TH TEST HOLE
PERC. RATE: 1-5 MPI FC FOUNDATION CLEAN—OUT
SOIL RATING: 1.2 gpd/SF —ss —ss — EXIST'G SEPTIC
APPLICATION RATE: 125 SF/BR T# TANK CLEAN—OUT NO.
AREA ROD: 625 SF C# CLEAN—OUT NO. —ss —ss — NEW SEPTIC
SYS. TYPE: 5' WIDE TRENCH, 0.5' ED M# MONITOR TUBE NO.
MIN LENGTH: 125 LF R.I. RIGID INSULATION o o CHAINLINK FENCE
USE:
TWO EACH:
63LFx5'WIDE,0.5'ED,1.0' TD
i TOTAL AREA: 630 SF
—����t‘ PANNONE ENGINEERING SVC, LLC REVISED Date
( -..`- ,.."4-‘‘‘‘
OFg4gSkl I P.O. BOX 102954 ANCHORAGE, AK 99510 RECORD 11/15/07
s •
jGj'.P' `I, t710 PHONE (907) 272-8218 FAX (907) 272-8211 DRAWING Scale
*,• ,• •f}-1 ,/\ *t♦/ NTS
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a Lot 27A Dolan 041-011-06
LL Steveri'R'. an on;e / Paul Dolan PERMIT NO.
4 . CE CE 8149 ... -1
+ cs' J1/16/07. ' � P❑ Box 670477 SW070092
��l�Fo OFESS�O�P� � Chugiak, AK 99567 DESIGN Sheet
NOTES 4 of 4
3 `�\\\\��'
,F-)oCaVI z 1 2 7A
Wolf Electric, LLC Lic# 30101
P.O. Box 241572
Anchorage, AK 99524
Mr. Steve Pannone
RE: Paul Dolan
20839 Crab Tree St
Chugiak, AK 99567
Dear Steve:
The septic system lift station located at the above address is not within any area that is inspected by any
code enforcement agency.
We used the national electrical Code for any and all our electrical installations.
If you need any further information, Please feel free to contact me at 748-6162
Sincerely,
Al Saggs
MUNICIPALITY OF ANCHORAGE
Development Services Department
Onsite Water 8 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: Jun 04, 2007
Expiration Date: Jun 03, 2008
Permit Number: SW070092 Parcel ID: 051-092-55
Legal Description: DOLAN LT 27A
Design Engineer: 0062 PANNONE ENGINEERING SERVK Site Address: 020839 CRABTREE ST
Owner Name: PAUL & VERGINIA DOIAN Lot Size: 49401 SQ. FT.
Owner Address: BOX 670477 Total Bedrooms: 5 Permit Bedrooms: 5
CHUGIAK . AK 99567-0477
This permit is for the construction of:
0 Disposal Field E 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.
Received By:
Issued By: u U
Date: 00 of l
Date: & h o
Municipality of Anchorage
Development Services Department
Building Safety Division
i On -Site Water and Wastewater Program
4700 Bragaw Street
P.O. Box 196650
Anchorage, Alaska 99519-6650
www.muni.org/onsite
(907) 343-7904
ON-SITE SEWER/WELL PERMIT APPLICATION
FOR A SINGLE FAMILY DWELLING
Parcel I.D. f)51-QgI-5--5
Property owner(s) Paul & Verainia Dolan Day phone
Mailing addressBox 670477 Chuglak AK Zip Code 99567
Site address 20839 Crabtree Lane Chuglak Zip Code 99567
Legal description (Sub'd., Block & Lot) Dolan SID lot 27A
Legal description (Township, Range & Section)
Lot Size 49.401 Sq. Ft.
THIS APPLICATION IS FOR (® all that apply):
Absorption Field 19
Septic Tank ED
Holding Tank ❑
Privy ❑
Private Well ❑
Water Storage ❑
Number of Bedrooms 5
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 Family Dwelling and is in accordance with applicable Municipal Codes.
Pannone Engineering Services, LLC
(Signature of property owner or authorized agent)
Permit/RushFees: �W Waiver Fees:
Date of Payment: .:5 a ;4 Date of Payment:
Receipt Number: � Ste' Receipt Number:
(Rev. 11/05)
Pannone Engineering Services, LLC P.O. Box 102954
Consulting Engineers Anchorage, Alaska, 99510
(907) 272-8218 (907) 272-8211 Fax
May 26, 2007
Municipality of Anchorage
Development Services Department
On -Site Water & Wastewater Program
4700 S. Bragaw Street
P. O. Box 196650
Anchorage, Alaska 99519
Subject: Dolan S/D, Lot 27A
Septic System Permit Request
Ladies and Gentlemen:
I am writing to request that a permit to install a new septic system be issued for this lot. The proposed
systems will serve an existing five -bedroom house. Currently the lot is developed. The existing septic
system was designed and installed for a three-bedroom house and is in failure. The plan is to upgrade the
existing field to make it a five -bedroom size. The surrounding lots are served by private water systems and
are over 100 feet from the proposed soil absorption system. The existing well is located in the southern
portion of the lot, greater than 100 feet from the proposed system and from the neighboring septic systems.
There are two wells on this lot. One well is not in use and it is scheduled to be abandoned in accordance
with the Well Code.
1. Soils. The soils were investigated during May of 2007. Ground water was verified on May 19, 2007.
Ground water was monitored in the test holes at a depth of 4.5 to 5.5 feet below ground level. Bedrock was
not encountered in the test holes. The native soils have sufficient sand component as not to require a two
foot (2') sand filter. It is my opinion that the overall soils appearance of the soils, an application rate of 1.2
gallons/day/square feet should be used using a standard treatment system.
2. Trench Design.
a.
Percolation Rate:
1.0 Min Per Inch
b.
Application Rate:
1.2 gpdpsf
c.
Number of Bedrooms:
5
d.
Design Flow:
750 gallons per day
e.
Min. Absorption Area:
625 sf
f.
Total depth:
1.5 feet
g.
Effective Depth:
0.5 feet
h.
Width:
5.0 feet
i.
Minimum Length:
125 feet
j.
Design Length:
126 feet
k.
Effective Absorption Area:
630 sf
1.
Septic Tank Size:
2,000 gallon STEP Tank
Page 1 of 2
Page 2 of 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: Lot 27A slopes to the northeast at approximately 1 percent based on a survey
conducted in 2007. The proposed installation will be located in the northern portion of the lot, greater than
50 feet from slopes greater than 25%.
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 272-8218.
Sincerely,
Steven R. Pannone, P.E.
Owner/Civil Engineer
Attachments:
Q\Work\Letters\27A Dolan.001.doc
LOT UNDEVELOPED
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ISSUED FOR CONST
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1
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/ EXIST'G
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LOT UNDEVELOPEDI
� 27B - J /j'
KRYSTAL LANE
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PANNONE ENG SVC, LLC
P.O. BOX 102954 ANCHORAGE, AK 99510
PHONE (907) 272-8218 FAX (907) 272-8211
Lot 27A Dolan
Paut Dolan
PO Box 670477
Chugiak, AK 99567
I
. !e
05-21-07
Scale
1-100'
PERMIT N0.
SW07X■X■
DESIGN Sheet
PLAN 1 OF 6
2 6 AEXiST'G
SEPTIC
39B
ISSUED FOR CONST
n� R. annope
CE 8149 • �:
1
WELL ' 22B
/ EXIST'G
"_ ^ SEPTIC
WELL i 22A
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SEPTIC
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DRAINFIELD
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LOT UNDEVELOPEDI
� 27B - J /j'
KRYSTAL LANE
M
PANNONE ENG SVC, LLC
P.O. BOX 102954 ANCHORAGE, AK 99510
PHONE (907) 272-8218 FAX (907) 272-8211
Lot 27A Dolan
Paut Dolan
PO Box 670477
Chugiak, AK 99567
I
. !e
05-21-07
Scale
1-100'
PERMIT N0.
SW07X■X■
DESIGN Sheet
PLAN 1 OF 6
I
G DRAINFIELD
22A
REUSED
(477
)
ABAN
ON
EXIST
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PER
WELL
'
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TO E
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19
1%
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19
SEPTIC
PROPOSED UPGRADE
2—SHALLOW TRENCHES
'
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125.6
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INSTALL 4,0
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ADD'N
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EXIST'G / 138.7 V
5BR HOUSE
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LOT UNDEVELOPED
27B
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11 FOR CONSTRUCTION 5/31/07 y
PANNONE ENG SVC, LLC
P.O. BOX 102954 ANCHORAGE, AK 99510
PHONE (907) 272-8218 FAX (907) 272-8211
Lot 27A Dolan
!;feven R. Pannon;�er / Paul Dolan
1401 .. E31140z,:Ar PO Box 670477
(I�? ..�.. Chugiok, AK 99567
EXIST
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REVISED
PANNONE ENG SVC, LLC
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P.O. BOX 102954 ANCHORAGE, AK 99510
PHONE (907) 272-8218 FAX (907) 272-8211
Scale
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Lot 27A Dolan
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PERMIT N0.
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Steven R. onn ne j
Paul Dotan
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Chugiak, AK 99567
PO Box 670477 DESIGN\\
Sheet
R?Oflssaw
DETAIL
3 of 6
SPECIAL PROVISIONS TO SPECIFICATIONS
1. ALL CONSTRUCTION SHALL BE INSTALLED AS SPECIFIED IN THE MOST CURRENT EDITION OF THE MUNICIPALITY
OF ANCHORAGE STANDARD SPECIFICATIONS (MASS) FOR COMPONENT PARTS AND MATERIALS USED IN CONSTRUCTION
OF ON-SITE WASTEWATER DISPOSAL SYSTEMS.
2. ALL WORK SHALL BE IN ACCORDANCE WITH THE ATTACHED SPECIFICATIONS
3. SCOPE OF WORK: 5 -BEDROOM HOUSE, NEW DRAIN FIELD, SEPTIC TANK AND LIFT STATION, UPGRADE EXIST'G
FIELD, ABANDON OLD TANK IN PLACE.
4. GROUNDWATER IS NOT EXPECTED TO BE ENCOUNTERED DURING EXCAVATION, AS EVIDENCED BY THE SOIL TEST
HOLE INFORMATION ABOVE 5 FT. IF AN APPARENT WATER TABLE IS OBSERVED IN ANY OF THE EXCAVATIONS LESS
THAN 4 FEET BELOW EXISTING GRADE, NOTIFY THE ENGINEER IMMEDIATELY.
5. AT NEW LIFT STATION, INSTALL TWO DISCHARGE PIPES. ONE DISCHARGE PIPE SHALL FEED THE NEW DRAINFIELDS,
THE SECOND DISCHARGE SHALL FEED THE ORIGINAL FIRLD WITH ITS NEW UPGRADE. LEAVE SECOND DISCHARGE
PIPE DISCONNECTED FROM PUMP.
7 Fi of top e'
lopeoi. Seed mound.
ORIGINAL FIELD UPGRADE
7 RI.
Gravel
� �, r iter Sand
TEST HOLE
FC
FOUNDATION CLEAN-OUT
DlsuaWlon Pipe
s
C#
0.5' S' 4.0.
M#
MONITOR TUBE NO.
0.5'
RIGID INSULATION
aP
WA -MR @'.5'aN
SECTION
619-07
-7
aa,
DESIGN PARAMETERS
NO. BEDROOM: 5
TANK SIZE: 1,500 gallon
PERC. RATE: 1-5 MPI
SOIL RATING: 1.2 gpd/SF
APPLICATION RATE: 125 SF/BR
AREA ROD: 625 SF
SYS. TYPE: 5' WIDE TRENCH, 0.5' ED
MIN LENGTH: 125 LF
VIL.
TWO EACH:
63LFx5'WIDE,0.5'ED,1.O' TO
TOTAL AREA: 630 SF
ABBREVIATIONS
CU
COPPER
DIP
DUCTILE IRON PIPE
TH
TEST HOLE
FC
FOUNDATION CLEAN-OUT
TH
TANK CLEAN-OUT NO.
C#
CLEAN-OUT NO.
M#
MONITOR TUBE NO.
R.I.
RIGID INSULATION
PANNONE
P.O.
PHONE
LEGEND
—v—v— WATER LINE/
WELL RADIUS
EXIST'G SEPTIC
—ss—tt— NEW SEPTIC
—o ---o-- CHAINLINK FENCE
ISSUED FOR CONSTRUCTION 5/31/07
ENGINEERING SVC, LLC REVISED Odle
( 102954 ANCHORAGE, AK 99510 OS -21-o7
7) 272-8218 FAX (907) 272-8211Scale
NTS
*; 49-T *
�.• •'.. ��
.
Lot 27A Dolan
SCe'ven
E 8149 done' j - Paul Dolan
Ips' .538/07i PO Box 670477
���/ll- �� Chugio.k, AK 99567
041-011-06
'ERMIT NO.
SW07xxxx
DESIGN sneer
NOTES 4 o1 6
TEST HOLE 1 SLOPE S)4C PLAN
OR Organics
1 Root Mass /
TH2 T H 1
2 Poorly —
Graded III
3 Gravel w/
GP Cobbles
4
5 Water 2 5.0 I t•/j ^\
6
7 BCH
11 '
9 TEST 27A I c I'
HOLE
13
WAS GROUND WATER SLOPE
14 ENCOUNTERED? Y
IS IF YES, AT WHAT TEST HOLE
DEPTH? 2—a' x
16
DEPTH TO WATER AFTER
t7 MONITORING? - 4.55'
18 DATE, 05-19-07
19
20
PERCOLATION RATE 1.0 (min/inch) PERC HOLE DIAMETER 6 Inches
TEST RUN BETW N FT AND 3 FT
DATE PERFORMED 05-12-07
COMMENTS: Test hole excavated by Little Bear Excavating. Test Hole was presoaked before pert test. Test ran
for 1 hour- last 3 readings reported.
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.
PANNONE ENG SVC LLC REVISED Date
OFAigs,,, P.O. BOX 102954 ANCHORAGE. AK 99510 os-zl-o7
PHONE (907) 272-8218 FAX (907) 272-8211 scale
P.I.D. NO
Lot 27A Dolan 41-011-0
CE
ER8149 Paul Dolan PERMIT NO.
PO Box 670477 sW07KKKK
f f �1k1�`a�° `... Chugiak, AK 99567 HOLE 1 Sheet
seol 6
CLOCK WATER
READING
TIME NET TIME LEVEL NET DROP
READING
1 11:05 1.22' -
2 11:11 6 MIN 10.25' 6.03
3 11:11 1.10' -
1 11:18 7 MIN
10.25'
6.13
3
11a8
4.15'
-
6
11:21
6 uiN
10.23'
6.10
TEST HOLE 2 SLOPE I SITD PLAN
OR Organics /
I Root Mass v J
2 Poorly vl _v TH2 TH1 _
Graded III
3 Sand to
SP/ Poorly
4 GP Graded
Gravel w/
Cobbles
Vater 2 6.5
q
7
8 / 27A
9 TEST III I
10 BOH HOLE
11 III \\
12
13 SLOPE
WAS GROUND WATER
14 ENCOUNTERED? Y
15 IF YES, AT WHAT TEST HOLE
D PTHC @ 6.5' x
16
DEPTH TO WATER AFTER
17 MONITORING? - 5.5'
DATE, 05-19-07
18
19
20
PERCOLATION RATE 10 (min/inch) PERC HOLF DIAMETER 6 Inches
TEST RUN BETWEEN 2 FT AND 3 FT
DATE PERFORMED: 05-12-07
COMMENTS: Test hole excavated by Little Bear Excavating. Test Hole was presoaked before perc test. Test ran
for 1 hour- last 3 readings reported.
3 PERFORMED BY: Steven R. Pannone P.E. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE
R WITH ALL STATE AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST.
a
\ PANNONE ENG SVC/ LLC REVISED 051e21-07
=_ .. ...4 � P.O. BOX 102954 ANCHORAGE, AK 99510
f9��1/ PHONE (907) 272-8218 FAX (907) 272-8111 Scale
50
P.I.D. NO
Lot 27A Dolan o41-011-0
CCSteJen'R. P'on 'n'e o Paul Dolan PERMIT NO.
,p •, CE e149 �� PO Box 670477 sW07zzzz
o �� clr'•os/26/0•' TEST Sheet
1 Chugiak, AK 99567 HOLE 2
6 01 6
CLOCK WATER
READING TIME NET TIME LEVEL NET DROP
READING
1 11:06 4.40' -
2 11:12 6 MIN 10.52' 6.12
S 11:12 I.31' -
1 11:19 7 MIN 10.52' 6.21
S 11:20 4.41' -
6 11:26 6 MIN
10.52'
6.11
urNw� u�un,cw,a
Orifice Sae
1/8 w
Inches
Residual Head at Last Orifice
5 0 .
feet
Orifice Spacing
3.00
feet
Number of Laterals per Cel
F2
feet
Lateral Length
F 63.0
feet
Lateral Pipe Class/Scheduh
40
Lateral Line Sae
1.25
inches
Distributing Valve Mode
None
Manifold Lengtt
15.0
feet
Manifold Pipe Class/Schedu4
40
Manifold Line Sae
1.25
Inches
Lift to Manifold
6.0
feet
Transport Length
25.0
feet
Transport Pipe Class/Scheduh
40
Transport Line Sae
1.50
inches
Discharge Assembly Sae
1.50
inches
Flow Meter
None
inches
Add-on Friction Losses
r-&0
feet
'• QIr Uwumr
Minimum Flow Rate per r 0.43 gpm
Number of Orifices per Zone r 44
Total Flow Rate per Zone r 19.2 gpm
Number of Laterals per Zone F2
% Flow Differential 1st and Last r 2.9 %
Static Heads
Lit to Manifold 6.0 feet
Residual Head at Last Orifice 5.0 feet
HeaO LOsses
Head Loss in Laterals F 0.3
feet
Head Loss through Distributing 0.0
feet
Head Loss in Manifolc 0.2
feet
Head Loss in Transport Pip( r 0.6
feet
Head Loss through Discharge r 1.1
feet
Head Loss through Flow r QO
feet
'Add-on' Friction Losses r 5.0
feet
Size Pump For
Design Flow Rate 19.2 gpm
Total Dynamic Hear 18.2 feet
The total of any losses not already
accounted for above.
When the Add-on friction head loss is
used, the resulting system curve is
approximated using a geometric
progression.
Calculate
Generate Chart
O~ GREA~ERj, ANCHORAGE AREA BOR,.,UGH
g~partment of Environmental (~uaJily
3330 C Street
i Anchorage, Alaska 99503
REPbRT ON-SITE SEWAGF DISPOSAl. SYSTEM
INSPECTION
LOCATION~':If/zJD ~/'//'~' -'C /~ /u/'__/"l/"~'
SEPTIC TANK:
D,STANCE /~O ]'[MANUEACTDRER_
FROM WELt ....
INSIDE LENGTH INSIDE WIDTI
NUMBER OF PITS
LINING MATERIAL_
BUILDING EOUNDATION _I
ADDITIONAL ABSORPTION
DIAMETER
~ ..... LEGAL DESCRIPTION ~.
~ ..... ', NUMBER OF ~
LIQUID DEPTN. LIQDID CAPACITY_/~-~ GALLONS.
ORW,DTH LFNGTH 7 DEPTH
.... CRIB SIZ~E: DIAMETER___.DEPTH . DISTANCE FROM: WELL_J y' i "-J'-
~' NEARESi LOT LINE _~ TOTAL EFFECTIVE
, __ . ABSORPTION AREA (WALL AREA) /'~'2 ~' SQ. FT.
WELL: j
TYPE CONSTRUCTION
BUILDING NEABEST
FOUNDATION EOT LINE
CESSPOOl OTHER SOURCE:
APPROVED_ DISAPPROVED __ _
DISTANCES:
INSTALLED BY:
PIPE MATERIAL:
LOT SLOPE: .............
REMARKS: __~
DEPq H DISTANCE FROM:
NEAREST SEPTIC: SEEPAGE
SEWER LINE TANK SYSTEM
REMARK.C;
DIAGRAM OF SYSTEM
DtEI='FIFdI'*HEN T ~ .... H
F'EI?.M I "r M" ,' '?'E;4:!..7'
l 'l f ': Fl T J: O1",1
l. E (3 I::1 [_
CE:.F E I' REE, I_FINE
1,1.I./,-.. L~=,* =1'~[= _.~'o 'f'fLSi`'~
}]'::IL"FH F:ll'-,l[:, [:::N',,,':I:I:~:OIqMENTFI[ ~O'I"ECTII:)N
:il-,.',. RE:,.., F:INCIICIF~:F:I(.iI.~:., I:ll<.
2 7' E;-.. ;.~ ;:?. 2
*~ E: "JEi:: E:.] I1.,,.11 IFF: b:~: F" EEl I~qL" il'df II: '-'1~"
THERE IE:; NO :SET 14IDTH FOI2
t':~i`',ll} THE E,O I [ L i' I OF' 'rile [=~.~; '"'Fl',,' -:Fl"
ERZKFIL,LIi"tG [:]iF:' F¢',l"r' :,r:,r[..ll 14ITH
[.[-.f- F.l'i'lEJ'll' t.4I[...L LE :,UE,._E...T TO
I,,'IIF,IIHUI,,'I E,'Ec'I'FINEE: EETHE. LI,I R kIEL
J...(.)E) FEET F El'.. FI F'RI',,,'FI"I"E: I.,.IELJ.,. FIF'
. ,f E.... ]. I I L.i T l L hi=, FIN[:' E:CIhlSI"I~:UCT I 0
I i`4=, I L.I..R F Z
31J1" FIIql:=IL IN;.'S=,PE:C:TION laNE:, RPF:'RO'v'F:II.
='R O:.'5, E Ct..IT I ON,
· ,Fli,.,ll} Fli'.,l'-r~ ........... :' '= -' -' .... ' .........
Ui',l-=,l IE .=1..I.1t- ..L
2. EIEI FEET FEI. FI H_I[,[...[L., I-,~EI...L.
DIF:IEiRFIHE; FtRE F:I'v'FI:[L. FIBLL:: '['O ]:r.,IE;I.Jf,;~E:
:[.:
F'OtR'rH EF/ 'rl*tE HUI`',IICIPRLIT"r' OF
2: I HILL. INS'TFILL ]"HE
3:: I Ui'.,!E:,E.:R'.STI=INE:, THRT THE
RE:E;IE:,ENCE Ir5 F:'.EMODELE::[) TO
E; :[ GI`.,IL::I) '" l~.
Fli Lr:IRR'¢ CRF:IEFf' ~::EE:
CERTI F',r' 'I"HFIT
I FIM FPIHILIFIR !4ITH I-FIE I;?.EQLI[RE:HENTg¢ [:'OR: OI'q~-SITE SE:HERS RNE:,
qCHORRGE.
FtCC:OF4',[)I::II`4CEE HI]].I THE CODES.
SE]4E:R !5~,r'f;'I'E:H MFl'.r' F,'E].;)IJIRE: I~;]',,ILf::iR(:'.iI:EHli:]'.,FI' ]:F: 'fllFi:
JDE: HORE 'I,'HFIN 2:~
·
08-E
Russell Oyster
694-2774
Soils 8' Foundations
GEO, FCHNICAL ~ DEVEL,.,PMENT
Bo~x 90, Davis St,, Eagle River, Alaska 99,%77
694-2774 or 688-2280
i .SO~L LOG
Performed for: Name=
Lega] Description=
Djpth
0
CO.
Earl Ellis
688-2280
Land Development
Sol] Char~cterlstlc~
10 _
~6
Ground Water Encountered: Yes.
Proposed ]nsta~atton: Seepage Pit
'~/_ No If yes, whet depth._~.~.~
Drain Field.._.~.~L
i..i.u,w� U aciti t 1 ti
.,G°,i��� .. iA \ki .ia. aVay., la�a.1 U, iarti �i tAn
��Al
DATE 113 �f i
SUBJECT t:..�'/ ! .�E,
C ..-i-�-� O !
it
,, MESSAGE
/J
v4.fi ,
i
�. li
E4,U
r la� 4
dmo .� d a li.a.�. ,.x
,.
, .
IN
lti RE #
14� '
y�
U
�tij
ai
i i
{
DATE i
......axia'ti?.a`.;i?rd$,
.SIGNED
ati8 ;-Min: �'i: r. �a ..� J`l`iw�-�. jai 4n„1„ til N.S�tiri oVti,SC� L,SS ajij4 ahUll3, Uim.a it c�.
,1tSi.uh,U l,..
I AHD 3 INTACT
POLY PAK (5O SETS) 4P472
REOTFORM o 45 .472
i
PART 33 WILL BRET RETURNED WITH REPLY.
E
i
DETACH AND FILE FOR FOLLOW-UP
LOG OF DRIP. lNG by A &.l. DRILL!N~G COMPANY
/,.~x,,,, =, ,..,~. (?~.~?)
~DDRESS ..../~1,~..~.....W....e.~ d ............ ~.~..e../--.'.. ..................................
WELL SZTE .~.....4?.__..~::..-.'.~.....~:.......~..~..~..__~.L.W. ......
DAT TARTED .......... ...................................................
DAT£--EN ED ............ .....................................................
KIND OF FORMATION:
rROM.......~ .............. tr. TO.......~ ............... rr.....'.<%.'.'.:~:~.'.,,..,'~.~:''' r~OM._!:,...? ........... tr.
FROM......~ ............. ~. TO...--*-'-.~ ........... FT ........ ..r'.:~. ............. . FROM.../..~..'L']-.---~.
FROM......: ................. FT ..................................... ; ..............................................
,
FROM ......... ~..'~.....~. TO ........................ ~r .............................. FRO~ ......................
':
FR OM..._~..,~ .............
fROM.....4.'..'.'.'. ............ FT. ':
· ~' FROM ........................ FT.
TO
MISCL. INFORMATION:
DEPTH OF WELL'~.../..-.~...'.'~t:......Ij'. .......................................
STATIC LEVEL OF WATER FT....~.~...~...~..~ .....................
DRAW DOWN FT ........ :.~..'.?..../. ...........................................
GALS. PER HR ...............................................................
K,ND oF CA,,.G ..... ~.~;'..~_ ......................................
FROM ..................... FT. TO ........................ FT .............................
FROM ........................ FT. TO .......................~ ..............................
DRILLER'S NAME .../.~.-Y.,J...~ ........................
C
'MUN I¢I PRLI-rY Or--- A~$H$RAGE
'DEPARTHENT OF HEALTH AND ENVIRO~r4ENTAL PROTECTION
99507
~ °" +' 2510 E. TUDOR RD... ANCHORAGE.. AK
276-222:1.
I-,,-IELL PER£q I T
PERMIT NO.
LARRY CRRBTREE BOX 274 - CHUGIAK 6882979
LOCH] IUN BIRCHHOOD LOOP
LEGAL L27 SEC 8 T15N R1W
LOT SIZE 0 SQFT
HINIHUH.DISTANCE FROM WELL TO RYlY SEPTIC TANK/PACKAGE PLANT OR SOIL ABSORPTION
SYSTEH IS l~ FT FOR R PRIVRTEWELL AND 200 FT FOR A PUBLIC WELL.
WELL LOGS HUST BE RETURNED TO THE DEPARTMENT HITHIN 3~ DAYS OF THE WELL
COHPLET I
SPECIFICATIONS AND CONSTRUCTION DIAGRAMS ARE AVAILABLE TO INSURE PROPER
I NSTRLLRT I ON.
I CERTIFY THAT I AH FAMILIAR WITH THE REQUIREMENTS FOR ON-SITE SEWERS AND WELLS
AS SETFORTH BY THE HUNICIPRLITY OF ANCHORAGE AND WILL INSTALL IN ACCORDANCE
WITH THE CODE.
,-
7/7/76