HomeMy WebLinkAboutSUMMIT ESTATES BLK 1 LT 10Summit
Estates
Block 1
Lot 10
#015-072-28
Municipality of Anchorage
Development Services Department
Building Safety Division
On-Site Water and Wastewater Program, 4700 Bragaw St.
P.O. Box 196650 Anchorage, AK 99519-6650 Page ( of
www.ci.anchorage ak.us (907) 343-7904
ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT
Permit Number: SW p;02S(. PIDNumber. uLS-(d92-sv
Na"
�- e�eil 1've.r5.
Wastewater System: ' a New ❑ Upgrade
AOd•'•
��
ABSORPTION FIELD
5 �y
rb-t3t E .
Phoria Numwr a eeboans
7zZ�-y 9G
yww Trenrlt O VN Trend/ o Bed O Mous/ o 01W
LEGAL DESCRIPTION
sad R art g
I.?— GPDIFI`
TOM Deem it"ongi grade
:F D FI.
BWG Lot s.Odinsan
Depthtogpeb =hM ontiaulRnde
/ 1-2-"'
Gntal depth bia On Fists
5-.5- FI
r�f 5.
(11 ",PM•••
Ft.
7oanana Rarve sedan
Fm eddsd above dnR'wVadd r
(O
I
Grant Length 7% YF.1— yO Ft.
J�7
y FI.
Gr" ani Nunaer of Ines Durance Wraean Ini s
Well: New ❑ Upgrade
Z, D Ft. ( I Ft
Classiti(p"". A B. C) Tptw Vemmm Is.
2415- ZH� FI
Total sbadrptan red si Papa Melenai
td a0 f FIs
(area Le, Ft.
onp� , M. Ind $nla WalM LerM
21 C H ZV C0 FI
ns abr' 1 Oale lnsl/,NFNd C
N G�t � �ntsr iX h @00 J
Ins (f
YaMd Punpsets, Casing height abev. ;olua
k*V 'Z 4
TANK -
/o GPM r4Ff Wil• Ft. FL
SEPARATION DISTANCES
�,sephc ❑ Holding ❑ S.T.E.P. C ❑ Other.
To
Septic
Absorption
Llft
Holding
mate
e1i ""Y1Of
w+�Ir
= Gal
From
Tank
Field
Station
Tank
sewer Line
/��, r e n
Nurroar a Campanmems
wan
/ e0' F
too',
91A
/
'1114
f vs'
Matanal
'L-
`= : LIFT STATION
S,01ti Water
I
(10,4-
/POs{-
'
.zeauuer
Lot LmZ.O
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`Pump W brN K. 'Pump oe y.al
WRn walM siarm el.
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L01
in n
in
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14A
Pump Maxs b Eiectrael lrly ns Pertunrd by
Cpnrn Oran
/'s
Ramarks
BENCH MARK
Loulan ant Deaualan ,�
asit.ZrtiU C PFA
wme0 Iwalan
i /00 r Ft
Inspections performed by: 1 tl�t / ( �� Tlsea Dates: IO-V /s OT'�
�OF a(•9 11
2nd if 0 y:
✓r�f: ••• ••• .`i �i
I!
i ti;�
Development Services Department Approval
, * :49 ;3 I
Conditional Approval Date:
....... ......./.
. .. (� .
/ �a MICHAEL N. ANDLRSCN :.2-�
asCo-1 9?e��P'
a
Reviewed and approved by: • Date: 1DI2u f p�
11F�P6�,kA��.
EESSt
Permit No. SW030236
Page 2 of 2
Municipality of Anchorage
DEPARTMENT OF HEALTH AND HUMAN SERVICES
ENVIRONMENTAL SERVICES DIVISION
P.O. Box 196650 Anchorage, Alaska 99519-6650 Telephone: 343-4744
On—Site Wastewater Disposal System and/or Well Inspection Report
Legal Description: LOT 10, BLK 1 SUMMIT ESTATES S/D PID No.: 015-072-28
MARK
A
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CRND.
ELEV.
PIPE
ELEV.
FCO
13
24
98.9
94.9
10' LITIL. ESMT.
1
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SECONDARY TRENCH
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TEST HOLE RADIUS
ASBUILT
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SCALE:
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• C"•'. MICHAEL ANDERSON? i
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86.6
Mayor
Municipality of Anchorage
Department of Health and Human Services
825'L' Street
P.O. Box 196650 Anchorage, Alaska 99519-6650
http://www. ci. a nchorag e. ak.us
Permit Number. #SW 030236 Date of Issue: 7-07-03 Parcel Identification Number: 015-072-28
Date Started: 6-20-04 Date Completed: 6-21-04 Is well located at approved permit location? ® Yes ❑ No
Legal Description: Summit Estates Blk 1 Lot 10
Property Owner Name & Address: Rayedell Jones
5431 E. 97' Ave.
Anchors a Alaska 99577
Borehole Data:
Soil Type, Thickness & Water Strata
Slick up
Depth (ft)
From To
0 2
Method of Drilling ® air rotary ❑ cable tool
Casing type: steel
Wall Thickness: ,250 inches
gravell (ll
2
5
Diameter: 5 inches Depth: 245 feet
organics & silt
5
13
Liner Type:
gravelly silt
silty gravel
silt
gravelly silt
silty water sand & gravel
13
61
111
123
236
61
111
123
236
245
Diameter: inches Depth: feet
Casing stickup above ground: 2 feet
Static water level (from ground level): 206 feet
Pumping level. -_Z45 feet after
2 hours pumping 10 gpm
Recovery Rate: 10 gpm
Method of Testing: gtlift
Well Intake Opening Type:
® Open End ❑ Open Hole
❑ Screened Start feet Stopped feet
❑ Perforations Start feet Stopped feet
Grout Type: bentonite # 8 Volume: 2
Depth: Start 0 feet Stopped ? feet
Pump: Intake Depth feet
Pump size hp Brand Name
Well Disinfected Upon Completion? ® Yes ❑ No
Method of Disinfection: chlorine tablets
Comments:
Well Driller. Alpine Drilling & Enterprises
PO Box 110496
Anchorage Alaska 99511
Attention: The well driller shall provide a well log to the property owner within 30 days of completion and the property
CA)
/D -12 V-0 7
&fnml/ 61 cz7"/?--c3 6e, &- 401 GCj
z OZUAJ .n owk) &;�n6 �loE
/,�- 684 1
Tg, 2 f, /xewv lm s C1�
P¢yrK ,# 1616 ,pl
WAWER FEE: Llw - //5'
PAYMENT DATE: 191,N107
RECEIPT#:
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/WELL SUBMITTAL COMMENT SHEET
To: MICHAEL N. ANDERSON
Legal description: SUMMIT ESTATES BLOCK 1 LOT 10
❑Permit OC.O.SA ®Inspection Report
The attached paperwork has been reviewed and is being returned for the following reasons:
p't.-NEED OWNER INSTALL LETTER
M. -PERMIT FEE & EXCEPTION FEE
r(L 3. -INSPECTION DATE AND INSTALL DATE IN CONFLICT.
4 -INSPECTION REPORT SITE PLAN SAYS 4 BEDROOMS, BUT ABSORPTION SYSTEM ONLY ADEQUATE FOR 3
�� BEDROOMS.
Name of reviewer. JOE
Date: October 22, 2007
Please supply the necessary information and re -submit your request.
LEAVE THIS FORM ATTACHED TO THE PAPERWORK
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 1 WATER SUPPLY PERMIT
Initial
Date Issued: Jul 07, 2003
Expiration Date: Jul 06, 2004
Permit Number: SW030236 Parcel ID: 015-072-28
Legal Description: pSu'mmitEstates 7.0 _51:k 1 �'L:i' /O'1
Design Engineer: 0041 AK Water & Wastewater Consuitan Site Address: 5431 E. 97th Avenue
Owner Name: Rayedell Jones Lot Size: 25400 SQ. FT.
Owner Address: 5431 E. 97th Ave. Total Bedrooms: 4 Permit Bedrooms: 4
Anchorage , 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.
Received By:
Date:
Issued By: _— /�/ ev. /` e ✓ 1 Date: 7-7—(),?
Anchorage
fi AliuiicipalitY of Anchorage ls�d
J All -America City
�C I3
ttiltlin� Stlfct�• Di�-IsiOtl I I
Cieoryr• I'. 1{'uerch.
Mayor 2002
7/2/2003
Jeffrey A. Gamess
Alaska Water & Wasterwater
6901 DeBarr Road Suite 2B
Anchorage, AK 99504
Subject: Waiver Request for Summit Estates 5'L
Waiver Request #WR030051
Parcel ID #015-072-28
Dear Engineer:
Your request for a waiver of the required 10 feet horizontal separation from the
absorption field to property line has been approved. The approved separation distance is
1 feet.
This waiver approval applies to the existing absorption field to property line separation
only. Any future upgrade to the on-site wastewater disposal system will require all
separation distances be met or another approval from this department.
If there are any further concerns or questions regarding this waiver, please call our office
at 343-7904.
Sincerely, p
Jeffrey W. Poet
Engineering Technician
On -Site Water & Wastewater Program
I'.(). Box lfXiCZO • Anchorage, Alaska M519-6650 • Telephone: (907) 343-8301 • Pus: (907) 343.8+(x)
47(x) Stith Bragaw Street • Anchorage, Alaska SY).507
hll anchora)tc.ak.us
Municipality of Anchorage
Development Services Department
Buateranng Safety
Waste water
on
On -Site Water andWastewaterProgram
4700 Bragaw Street
P.O. Box 196650 Anchorage, AK 99519-6650
www.ci.anchorage-ak.us
(907) 343-7904
WR#: 030051 PID#:015072-28
Date Received: 7/2/03
Waiver Review Worksheet
HAM Permit#:
Legal Description: summit Estates Block 1 Lot 10
Engineer: Alaska Water & Wastewater
6,901 DeSarr Road Suite 2B
Applicant: Rydell Jones
Waiver Requested: 1 Foot Lot Line Waiver from the Drainfleld to the Southwest Lot Line
Criteria: Geology Points:
A. Water Table
B. Soil Sorption
C. Permeability
D. Water Table Gradient
E. Horizontal Separation
Total:
Waiver is Granted: Waiver is not Granted:
List Conditions or Reasons for above:
Date:' 3 By:
of Reviewer
Rec#: 37869 Amount: 5150.00 Date Paid: 71212003
sue.•
Municipality of Anchorage .•;, n••
• Development Services Department °;,.,,,•
Building Safety Division .,
On -Site Water & 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/WELL PERMIT APPLICATION
FOR A SINGLE FAMILY DWELLING
Parcel I.D. of — p1Z-1V Permit Number (7) 3 02 3
KA.ycdal l
Property owner(s) 'RYDELL JONES Day phone 351-0424
Mailing address (1)
Mei'rn�dress(2) f5y31 'F 9-)"'A\'4 Zip Code
Legal description (Lot, Block & Sub'd.) LOT 10 BLOCK 1 • SUMMIT ESTATES SUBDIVISION
Legal description (Section, Township & Range) N/A
Lot Size ? L
Acres/Sq.Ft.
Number of Bedrooms 4
THIS APPLICATION IS FOR:
Sewer Only
❑
Well Only
❑
Sewer and Well
Water Storage
❑
Sewer Upgrade
❑
THIS PROPERTY CONTAINS:
Hot Tub
❑
Jacuzzi
❑
Swimming Pool
❑
Water Softening Unit
❑
Therapy Pool
❑
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.
ALASKA WATER do WASTEWATER CONSULTANTS INC.
Permit Fees:
tiM-
Date of Payment: I.11 -03
Receipt Number.31129 c:L �
Waiver Fees* t IM.—
Date of Payment: 7-1-63
X799'
Receipt Number:3799'q ��_
ALASKA WATER Fr WASTEWAL1 X11
CONSULTANTS, INC.
June 30, 2003
Municipality of Anchorage
Development Service Department
Building Safety Division
On -Site Water & Wastewater Program
P.O. Box 196650
Anchorage, Alaska 99519-6650
Ref: Proposed Well and Septic System for Lot 10, Block 1; Summit Estates Subdivision
To whom it may concern:
The proposed 4 bedroom house is will be served by a private well and septic system. The well is
to be drilled in the location shown on the attached site plan and design drawings. Two test holes
were excavated on the property. The septic system will be designed around the 30 foot radius of
test hole #1. We are proposing that a 1250 gallon septic tank and a deep trench type drainfield be
installed. The alternate site is to be installed at construction. Comments regarding the design are
summarized as follows:
1. SOILS: Seethe attached logs which shows the soil classifications, groundwater monitoring,
and the percolation test results. It is our opinion that the insitu sandy soils will act as a sand filter
and that an application rate of 1.2 gallons/day/tt2 should be used.
2. TRENCH DESIGN:
a.
Percolation Rate: <1 minutes/inch
b.
Proposed Application Rate: 1.2 gallons/dayW
c.
Number of Bedrooms: 4
d.
Design Flow: 600 gallons per day
e.
Minimum Absorption Area: 500 R2
f.
Total Depth: 11 feet (max.)
g.
Effective Depth: 7 feet
It.
Width: 2.5 feet
i.
Reduction Factor: N/A
j.
Minimum Length: 36 feet total length
k.
Effective absorption area = 504 f12
3. SURFACE WATERS: There are no surface waters within 100 feet of the proposed septic
system.
3701 E. Tudor Road, Suite 101 ' Anchorage, AK 99507
Ph: (907) 337-6179' Fax: (907) 339-3246' Websitc: akwwc.com
4. TOPOGRAPHY: As can be seen on the attached topography site plan, the average
topography in the area of the proposed drainfield is a 15 to 25 percent slope running from
approximately southeast to northwest. In short, there are no slope concerns.
5. LOT LINE WAIVER: We request a 1 foot lot line waiver from the proposed drainfield to
the southwest lot line. We are unaware of any adverse impacts with the granting of this waiver.
I am unaware of any adverse impacts this installation would have on adjacent wells or septic
systems. If you have any questions, please contact us at 337-6179. Thank you for your
P.E., M.S.
NOTE: Attached is a site plan drawing, a design drawing, a topography site plan, two soils log,
and a 7 page construction specification letter which are all part of the design package for this
septic system.
3701 E. Tudor Road, Suite 101 ' Anchorage, AK 99507
Ph: (907) 337-6179' Fax: (907) 338-3246' Website: akwwe.com
i
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--- ---_ ----� N 1/2. N 1/2. SE 1/4, NE 1/4, SECTION 15, T12N, R3W
--1
i �ACfD
1,
WILLWASON S/D
LAT 19. BK 1. V'y 1 I PROPOS&
WELL
Iof --- 1---------- --------- -----.
LOOT 20.OBKS11" L I
1 SUMMIT ESTATES S/D
/ I
LOT 9, BK 1, SUMMIT ESTATES s/D
1
LOT 8, BK 1,
PROPOSED SEPTIC r ACATIT / W
LnTEM (SEE DESIGN, / q
I PACE 1 OF 2 le
•fit
I
EAST 97th AVENUE
�---
WIUJAMSON S/D
15,��
I
/PROPOSED
4 BEDROOM
HOUSE
SUMMIT ESTATES S `♦ \ SUMMIT ESTATES s/D
ALOT 11, BK 1. \ I LOT 8, BK 2,
SUMMIT ESTATES S/D
%LOT 9. BK 2.
ice/ 1 1
WILLIAMSON S/D gEPTIC I�
LAT 15. BK 1. AR��i�� /� j ' 1 \Q00• Wnl B&MU -----__—_
�- �- I . !"-1-------
SUMMIT ESTATES S/D I
LOT 1` BK 1. 1 �i-T_________________ ___
�♦ I I
'SUMMIT ESTATES S/D
I `� 1 / LAT 10, BK 2. SUMMIT ESTATES .
WILLWISON S/D \ 1 �- -- - -� LOT 11, BK 2,
LOT 2/ BK 1 � OUK S/D \\I ISUMMIT ESTATES S/D I
t LAT 13, BK 1,
I100,
1
EAST 98th AVEND --_-_- I EAST 98th AVENUE
GATE: __.-:3::
_ ( 6/30/2003 �wQN
DRAWN BY:
< S1KL��
ALASKA NVATL'R & WASTE RTATKR SCAMJ.L.M.
CONSULTANT3.INC.1" = 100• ...•..
3701 F Tt" ROAD. S111TF 101 • ANCM0FADF. AK 0050) • MONF (007)5170179 • FAX ("7MR-5140
PREPARED FOR PHONE NUMBER: PACE NUMBER: vI ,,, ,,,,,,,,�
RYDELL JONES
351-0424 1 OF 2 y: •, ff y rn ss: {;
LEGAL DESCRIPTION: 4O1s�. .. E 953 ,••`F
LOT 10, BLOCK 1; SUMMIT ESTATES SUBDIVISION %,-, • •.. ........
TYPE OF Pr^so
SITE PLAN FOR PROPOSED WELL AND SEPTIC SYSTEM
/ I
/ I
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I
to' UTILITY EASEMENT
PROPOSED
�I
�yCI
C I PRO
01
NOTE: THE CONTKAGIUK SHALL MVt I
PROPOSED WELL LOCATION AND 100 F
WELL RADIUS, THE SOUTH/SOUTHWEST
UNE AND THE NEIGHBORING 100 FEET
RADIUS FLAGGED BY A REGISTERED LA
POSED 1230 GALLON I
SED 1 TANK -7 /
PROPOSED DRAINFIELD. EXCAVATE A TRENCH
THAT IS 11 FEET DEEP MAXIMUM BY 2.3 FEET
(WIDE BY 38 FEET LONG. ADD 7 FEET OF CLEAN.
\ WASHED SEWER DRAJNROCK. INSTALL TRENCH
PARALLEL TO SLOPE CONTOURS-
ALASKA
ONTOURS
ALASKA AVATKR R WASTE «TATCR
CONSULTANTS, INC.
1101 E. TUDOR ROAD. SUITE 101 • ANCHORAGF. AK 99507 • RNONF (007)517-0170 • FAX (007)1583766
PREPARED FOR: PHONE NUMBER:
RYDELL JONES 351-0424
LEGAL DESCRIPTION:
LOT 10, BLOCK 1; SUMMIT ESTATES SUBDIVISION
TYPE OF WORK:
DESIGN OF PROPOSED WELL AND SEPTIC SYSTEM
_ INSTALL.
-ALTERNATE SITE. DMR
TO BE INSTALLED \/
0
ATE:
6/30/2003
1
RAWN BY: GP
J.L.M.
0��.
1"=40'
2OF2
� PJ�
FLOW
A. am ss:
- '95 SPG
FIELD
• 1WILLIAMSON S/D
LOT I. BKS
K9e "AD. Wlt M • N[NORAGFA>•�� � r..u..c .vu
ED R ACHE
snow
SUMMIT ESTATES SUBOIVISIO LOT
OF WORK:
FTE PLAN
rf/
• FAII(007)33ld2G6 /
SER PAG LtER:
6-500 1 DF 1
1,
•4mrT ESTATES S/O
LOT 11. SK 2.
ey. Cof
CE -7953
ALASKA WATER & WASTEWATER
CONSULTANTS, INC.
- _ 4 W..cxa
.SOIL LOG - PERCOLATION TEST
LEGAL DESCRIPTION: SUMMIT ESTATES SUHDMSION; l0T 10, BLOCK 1
PERFORMED FOR: PAUL HOLMOUIST DATE: 5/1/2001
(feet
ORGANICS TEST HOLE 1
I
SW TO
SW -SM
ML
SM
SOME CLEAN
FINE SP &
SOME ML
ML
DEPTH TO
GROUNDWATER
DATE
DRY
Ili�lll�lll
mum
Iilllllll
• _
5/7/2001
1�
%MIN
DEPTH TO
GROUNDWATER
DATE
DRY
5 1 2001
DRY
5/7/2001
DRY
6/25/2003
swissm
e Go ess:
• e�
Pro f e sslon°oo
y
I)i
�
PROPOSED L
WELL
----
-------
PROPOSED
PROPOSED
GSW
i
SEPTIC
SYSTEM
41'�
PROPOSED
---
ALTS
�E TE /i HOUROOU
SE
`
SITE PLAN
1
'I
/ 1•.100'
DATE READING CLOCK NET TIME WATER LEVEL NET DROP
TIME (MINUTES) READING (INCHES)
5
PERCOLATION RATE <1/<l (MIN./INCH) �P�ERC. HOLE DIA. b UNCMtb)
19 TEST RUN BETWEEN e S FT. AND e 6 T.
20 A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES N NO
SOILS LOGGED BY: JEFFREY A. CARNESS PERCOLATION TEST PERFORMED BY: JOE MARCHETTI
COMMENTS: THE INSITU SANDY SOILS SHOULD ACT AS A SAND FILTER.
PERFORMED BY AKWWC. INC. I, JEFFREY A. GARNESS, CERTIFY THAT THIS AS ERFORMED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE:
ALASKA WATER & WASTEWATER
CONSULTANTS, INC. ...:.. .
F SOIL LOG — PERCOLATION TEST
LEGAL DESCRIPTION: SUMMIT ESTATES SUBDMSION; LOT 10. BLOCK 1
PERFORMED FOR: PAUL HOLMOUIST DATE: 5/1/2001
DEPTH ----
(feet) _--
1 ORGANICS
os°e°o
2
3
4
5
oe'o:oo
DRY
5/1/2001
oe°eeo
5/7/2001
6
1°a
TITIff�
W/ OM ML
°8°;
9
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LENSES &
11:11191
°Il
POCKETS
7
lili�
97• I
8—
MIM
DRY
5/1/2001
oe°eeo
5/7/2001
DRY
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• �
9
�IIIfi�
1 i
11:11191
oeo°°o
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97• I
i
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•
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12
osoeeo
!7S7+Y[57tSt
oe °e°o
13
14
IIIIIII
,
ML
15-
5
16
16-
171
17
/oROPOSED
BEDROOM
16
19
TEST HOLE #271
DEPTH TO
GROUNDWATER
I DATE
DRY
5/1/2001
DRY
5/7/2001
DRY
6/25/2003
• �
1
IIIIIIIII
1 i
11:11191
I
MOE
PROPOSED
97• I
i
SEPTIC
•
SYSTEM
IIIIIIIII
!7S7+Y[57tSt
�
i„ii
,
DEPTH TO
GROUNDWATER
I DATE
DRY
5/1/2001
DRY
5/7/2001
DRY
6/25/2003
4f
1
ww
'y Ga ess:
79
f i
PROPOSED
WELL
-_
4f
1
1 i
I
PROPOSED
97• I
i
SEPTIC
SYSTEM
,
/oROPOSED
BEDROOM
ALT RN`ATE/ `
/SITE � HOUSE
SITE PLAN
1 100'
DATE READING CLOCK NET TIME WATER LEVEL NET DROP
TIME (MINUTES) I READING I (INCHES)
1f
GP�.VpN
Eo 5
esp(L0
�P
Nps.
Q�RG
PERCOLATION RATE <1 (MIN./INCH) PERC. HOLE DIA. 5 (INCHES)
TEST RUN BETWEEN 6.5 FT. AND 7.0 FT.
20 1 A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES 0 NO
SOILS LOGGED BY: JEFFREY A. GARNESS PERCOLATION TEST PERFORMED BY: JOE MARCHETTI
COMMENTS: THE INSITU SANDY SOILS WILL ACT AS A SAND FILTER.
PERFORMED BY AKWWC. INC. 1, JEFFREY A. CARNESS. CERTIFY THAT THIS 4S&FORMED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: