HomeMy WebLinkAboutSEA TURN BLK 1 LT 124"10-
o��- ka�- �t3
Municipality of Anchorage Page � of
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
Permit Number: q ! x sr PID Number: _ C47 - IP-1
Name:
Wastewater System: 0?"New ❑ Upgrade
Address:
R ,a 30
ABSORPTION FIELD
Phone: �!Q -! C Q d
L
No. of Bedrooms:
EJ Deep Trench IP Shallow Trench O Bed ❑ Mound ❑ Other
LEGAL DESCRIPTION
Soil Rating:
6
Total Depth from original grade:
• GPO/Sq. Ft.
Lot: Block: Subdivision:
Depth to pipe bottom from original grade:
Gravel depth beneath pipe
(Id- I S r= PC 'r L2
1, a Ft.
Ft.
Township:
Range:
Section:_
Fill added above original grade
Gravel length:
, `, ,
Jf W
13 `�
.6'- 1 Ft.
y
di. / 2- Ft.
_
WELL: U/New El Upgrade
Gravel depth: t,w1gl4LLi �p
Number of lines:
Distance between lines:
I
'J' Ft.
0P,
1 6' Ft.
Classification (P 'veto, A,B,CL):
Total Depth
Cased To:
Total absorption area:
Pipe material:
l 4r, 1/Ot.l 2-
11 3 Ft.
I L L? 3 Ft.
Z IIS SQ. Ft.
eC Sl V �A3
Drille
V,6
Date9rilled:
I 3! AI
Static Water Level:
Installer:
Date 'nstalled:
y '�yT.
a.r-+
2
9 a Ft.
er
b0�9L fi
Yield:
Pump Set at:
Casing Height Above Ground:
TANK
I L4 L-2 _-
Ft.
SEPARATION DISTANCES
Septic ❑ Holding ❑ S.T.E.P.
To
Septic
Absorption
Lill
Holding
Public/Private
Manufacturer: a
Capacityin gallons:
From
Tank
Field
Station
Tank
Sewer Lines
Awcl #Y,&A1&4,- k
V;Lb d
Well`T
its
Material: — �®
Number of Compartments:
Surface
�,//
�
LIFT STATION
Water
LotSize
O
in gallons:
Manufacturer:
Line
C
{ ��
Foundation
"Pump on" level at:
"Pump off" level at:
High water alarm at:
CurtainK
Pump Make &Model
Electrical Inspections performed by:
Drain
/�c
Remarks:
BENCH MARK
Location and Description:
�®
/q
-3- 60-0•H CJ •4214 ® u F
e
Assumed Elevation: µ 0
6
ENGINEER'S SEAL
�.
Inspections performed by: Dates: 1st%aalQa
4
2nd 17 9Z_
Department of Health and Human Services approval
Reviewed and approved by:/+�- �—� u r��� Date:
72-013 (1/91) MOA 25
z AiS �-
Clean Out
Wide Trenchesf 5' Wide
AB 72 /�Z Long
4' Deep
2' Sewer rock
2' Cover 10
Clean Out
Monitor
5
Clean
1250 gal Septic tank
1
5
NO SCALE
,0,
.c
F
C'eanou is
2'P61ver
solation fl 112,4
110.0
112.1
Mirofl l 140
107.6
109.6
2 Ft, of Septic Rock
NO SCALE
100-t
Monitor
3
L2
- Exist, Ground
4' Min Co ver
over Tank
107,8
1250 gal, septic tank
TOBBEN SPURKLAND P.E. SEPTIC SYSTEM ASBUILT
203 W15th Ave LOT 12 BLOCK 1 SEAT N
203lAncho-rageW1Av 99501 SEC 35 T12N R3W DATE, SEPT, 17, 1992
TL-QQV 0/17191! SHEET, .?/? GRID, .?l.?R
Municipality of Anchorage" ' J
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L" Street, Anchorage, Alaska 99502-0650
SOILS LOG - PERCOLATION TEST
PERFORMED FOR: ?1 ` LILI f Vrl DATE PERFORMED
LEGAL DESCRIPTION: tZ U eN Township, Range, Section: 'T 0-N t ��- 1>% —r r -C "J.�—
D�IfTH SLOPE SITE PLAN
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
k==
L-t
WAS GROUND WATER
ENCOUNTERED? N 0
S
L
O
P
E
i /O!
IF YES, AT WHAT
DEPTH?
Depth to Water AI r
Monitoring?PrX
Reading I Date
Bale:
Gross NetI Depth to I Net
Time Time Water Drop
u 0` ' Ntt 1 PERCOLATION RATE — (minutesimch) PERC HOLE DIAMETER
COMMENT/A /S ,� LP .I
TEST RUN BETWEEN —7 r FT AND �iu,.4 Ir` Q
-�� T�
PERFORMED BY: � I CER1lFYjj/1�fAT'THIS TEST
/WAS
/pPERFO ED IN
ACRr1Rn AN(:F WITH Al I RTATF Alvin MI WICIPAI r.] IMP IAIPC IN FPFFCT nKI THIS nATF MATG !i y
72-008 (Rev. 4/85)
P I -=:;-,Z C- 4 1
Municipality of Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L" Street, Anchorage, Alaska 99502-0650
SOILS LOG — PERCOLATION TEST
(ENGINEER'S SEAL)'
'T'- �4-As
PERFORMED FOR: V �'^(�� �LGI y- �� DATE PERFORMED:
LEGAL DESCRIPTION: tAA-4--t Township, Range, Section: T 1qq-
F -DE -P -T -H-1 SLOPE SITE PLAN
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
COMMENTS
WAS GROUND WATER
ENCOUNTERED?
S
IF YES, AT WHAT L
0
DEPTH? p
E
Depth to Water Alter
Monitoring? (late: _
Reading Date Gross
Time
Net
Time
Depth to
Water
Net
Drop
!,t• 3-R J
-� �--
FT AND —4/—FT
: ve
!rs
ey'L� �b
li--j
PERCOLATION RATE
(minutes/inch) PERC HOLE DIAMETER
r/
TEST RUN BETWEEN
-� �--
FT AND —4/—FT
PERFORMED BY: t u ^ CERI"IFY THAT THIS TEST WAS PERFORM�D IN
ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE:
72-008 (Rev. 4/85)
PERFORMED FOR:
LEGAL DESCRIPTION:
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
COMMENTS
�-E
P -e -AG -
Municipality of Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L" Street, Anchorage, Alaska 99502-0650
SOILS LOO — PERCOLATION TEST
(ENGINEER'S SEAL)
DATE PERFORMED: 1 f1/3/< I
Township, Range, Section: l,'2N R--�3Lt ��r
SLOPE
WAS GROUND WATER
ENCOUNTERED?
S
IF YES, AT WHAT L
O
DEPTH? p
E
Depth to Water After
Monitoring? Dale: —
SITE PLAN
J --
Reading Date Gross
Time
Net Depth to
Time Water
Net
Drop
12.: 3 1 a % t7
Lim Su tL
•7
r
,
!r
PERCOLATION RATE —� (minutes/inch) PERC HOLE DIAMETER
TEST RUN BETWEEN •3 �- FT AND FT
C"
PERFORMED BY: C�'t += M1 I CERTIFY THAT THIS TEST WAS•PERFO M IN
ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE:
72-008 (Rev. 4/85)
Municipality of Anchorage
DEPARTMENT OF HEALTH & HUMAN SE=RVICES
825 "L" Street, Anchorage, Alaska 99502-0650
SOILS LOC m PERCOLATION TEST
(ENGINEER'S SEAL)
PERFORMED FOR: .` /'t�"\"� r C� DATE PERFORMED`,_!.
LEGAL DESCRIPTION: C ( f7�-�- / L:�i/E�( Township, Range, Section: j 1,9„N
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
COMMENTS
SLOPE
WAS GROUND WATER
ENCOUNTERED?
IF YES, AT WHAT
DEPTH?
Depth to Water After
Monitoring? Dale:
S
L
0
P
E
F
SITE PLAN
�;
Reading Date Gross
Time
Net
Time
Depth to
Water
Net
Drop
123 fa v
5-
Y��Ccr
3
22
c5 rl
PERCOLATION RATE (minutes/inch)
PERC HOLE DIAMETER �+
TEST RUN BETWEEN-- FT AND rL� FT
PERFORMED BY: _ I CERTIFY THAT THIS TEST WAS PERFORMED IN
ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE:
72-008 (Rev. 4/85)
12U1 ._a ona St. 99i•17 ANC$ORAGuv AI.AsHA
344-7714
SIX INCH WATER WELL DRILLED -----
DRILLED AT THE RATE OF�2�' J
-- OUT TO THE DEPTH OF _ 19 meet.
PER FOOT. �3teei casing seatea out to 1ti5'.
PROPERTY OWNER — r. lk .-:rs. (:ferry c, Lonna) 349-9904
LOCATION OF WELL SITE 't i2 ilk• I aeaturn :3ub.
DRILLER -.er ie Claus of a:npart rifling ::ores.
WELL LOG:
v - 24' S lty sandy -fine gavel. 4v;o cry to siighti.y ;vet clay.
24 - oo' O J,arse gravel witr. 4'.>ib. clay.
00 - 127' a.rapan. A ce Tented gravel with several smaii boulders.
12� - 178' A wet. ciay with 3v coarse gavel. ilo good water aquifers.
178 - 189' A eget brown clay coming into a fine water bearing gravel.
189 - 195 Good water bearing coarse gravel. ;line lana was developed out
of the water aquifer after several 'hours of pumping.rinaliy, the !dater
quality is uite Good. In addition, the water quantity is tre;i:enaous for
a single fa,aily Oi.te. :`;e puiiipeca pneu;iiatical-Ly at ji gpi,, jU feet oIi
botto;ii. A VLi orse subxiersioie pu;tip can be installeCt do'an to 12u feet &
pu:r.pea at 1 �> gp:: ii neeaea. ';later recovery coc,es o.ack up to t',ithin 61 feet
of surface.
RECEIVED
MAR 191992
Municipality of Anchorage
dept, Health & Human Services
Total cost of drilling is 'r22.vU per ft. x 193 feet: ;4246.�-)v
"2,000.U0 paid on t1iis 4lell initialiy.
1`0 mob or set up cost.
COST INCLUDES ALL LABOR AND MATERIAL FOR COMPLETION OF SAID DRILLING.
WRITE CHECK PAYABLE T'O RAMPART DRILLING WORKS FOR THE SUM OF ''2 � 246 .yU
THANK YOU VERY MUCH.
BCLAUS OF^RAMPRf DRILLING WORKS
DATE March 17, 1992
SERVICE CHARGE OF 1%i% PER MONTH WILL BE ASSESSED ON PAST DUE ACCOUNTS.
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND HUMAN SERVICES
P.O. BOX 196650, 825 "L" STREET, ROOM 502
ANCHORAGE, ALASKA 99519-6650
ON -SITZ, WELL AND WASTEWATER DISPOSAL SYSTEM PERMIT
PERMIT NUMBER:SW910381
DESIGN ENGINEER:TOBBEN SPURKLAND, P.E.
OWNER NAME:TERRY AND DONNA QUIRK
OWNER ADDRESS:P.O.BOX 11-1115
ANCHORAGE,AK 00511
PARCEL ID:01712143
LEGAL DESCRIPTION: SEA TURN BLK 1 LT 12
LOT SIZE: 42548 (SQ. FT.)
NUMBER OF BEDROOMS: 4 THIS PERMIT: 4
THIS PERMIT IS FOR THE CONTRUCTION OF:
DISPOSAL FIELD /SEPTIC TANK / WELL SYSTEM
ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH:
PAGE 1 OF 1
DATE ISSUED:12/26/91
EXPIRATION DATE:12/26/92
1. THE ATTACHED APPROVED DESIGN.
2. ALL REQUIREMENTS SPECIFIED IN ANCHORAGE MUNICIPAL CODE CHAPTERS
15.55 AND 15.65 ANI) THE STATE OF ALASKA WASTEWATER DISPOSAL
REGULATIONS (18AAC72) AND DRINKING WATER REGULATIONS (18AAC80).
3. THE FOLLOWING SPECIAL PROVISIONS.
SPECIAL PROVISIONS:
RECEIVED B
ISSUED BY:
DATE: 1 a ) -G A
DATE:, Z /L 6 /��
203 f) 15th. Avenue, Suite 206
ANCHDRAGE, ALASKA 99501
(907) 279-3916
SEPTIC SYSTEM DESIGN
T 12 13L-CICK I SEA IrURN
TERRY QUIRK
No orclur)d water' car' I in p e I," v j. a u s t_a y c� I,- 'I. c.) :I.6 (t..,
IJ o W i cl f = I * r. o n r.:1...I
13c.d. I
Rat t j. r I
F=rom
D(,-m.J_,rf)bu!v J C?lI
4.1
Bmin/in @1
-ft.
aurin/in
@ 7 -ft. 1glic-m-ey
Penc:W";
18(llin/in
(! :"5.5 4:t
F-'(-flr c..
*4
0 fvri rI / J. I..1
@ 5 + t
USE
18 MIN/IN
.. vin/in
.1 f3fI
--. 6 gal/Ft, sq chay
Requi red Ar.c.)i-a Elc-3(Jraoffl:
r, ,I r)i 151.) our, 1:".'l cwati on oor 1:1. 7
01, o I..k I I d 1 c.( I, -f �a c: e ..a t (-) b s c) r p t i (::I n d I
R d uI t- j. o I. -I Tac.: L car trice
Lcat:a::c:1, 1 t h o 'f -F h .4 2. 1 It:
The installation of this well and septic system will not impact
adjacent lots" The well location conforms to the siting of the
existing wells in the area, and will nut prevent the adjacent lot
owners from developing these lots or replacing the existing
septic systems.
The installation of this septic system will not prevent wells
from be installed on the adjacent lots"
There are no developed or natural surface / sub surface drainage
courses on this or the adjacent lots,
The proposed septic system will not change the general slope of
the area° Ponding and/or concentration of surface runoff will not
result from this installatj.on"
Septic System Design
Lot 12 Block 1 Sea Turn
-
\ 6
\ 11
�-C�- Wel! ,
5 I
t
Well I
/ Q I
/
well _ \ \ 1 14
P
14
, �99 R.A♦)e1RPC !.],a]�t'^1/' = 9�ry
13
§j„T oo Cf 2e%5 v
F"
50 0 50 100 150 200 050 300
SCALE- 1" = 100 FT,
TOBBEN SPURKLAND P.E. JIL17T IGS, BLOCK I SEA TURN SID SEPTIC SYSTEM DESIGN
203 W 15TH, AVENUE DATE: PECEMBER 2, 1991
ANCH, AK, 99501 SEC 35, TIM,, R3
.0�11 TrPPY 011PII SHEET 113 GRID, 3138
PRIMARY SYSTEM
/11.5 WELL AND SEPTIC NOT LOCATED ON THIS LOT
\
+�
® F
,w:fmo
F.F. 117
le
P r PROPOSED SANK oP Azalea and Zircon,
y Assumed Elevation 100,00
rc
18 / I REPLACEMENTYSTEN O
PeO /
IMIN /
25 0 25 50 75 00 125 150
SCALE- I" = 50 FT,
TNBBEN SPURKLAND P.E. LOT 12, BLOC 1,, SEA TURN SID SEPTIC SYSTEM DESIGN
203 W 15TH, AVENUE
ANCH. AK, 995SEC 35, „�T10N.R3IV DATE DECEMBER 2, 1991
01
cgn7i P79-'791( T)CR>aY nlnl�� '\ SHEETS 2/3 GRID: 3138
\
100
\
/
f �
1J,
/
NOTE-
/
TBM Monument at Intersectlon
P r PROPOSED SANK oP Azalea and Zircon,
y Assumed Elevation 100,00
rc
18 / I REPLACEMENTYSTEN O
PeO /
IMIN /
25 0 25 50 75 00 125 150
SCALE- I" = 50 FT,
TNBBEN SPURKLAND P.E. LOT 12, BLOC 1,, SEA TURN SID SEPTIC SYSTEM DESIGN
203 W 15TH, AVENUE
ANCH. AK, 995SEC 35, „�T10N.R3IV DATE DECEMBER 2, 1991
01
cgn7i P79-'791( T)CR>aY nlnl�� '\ SHEETS 2/3 GRID: 3138
54
IF Monitor Clean Out
Clean Out
Wide Trenches: 5' Wide 5
54' Long
4' Deep
3' Sewer rock
3' Cover 10
® Monitor Clean Out
Clean Out
Miraf,' 140
3 ft, of Septic FI—I
NU SCAL E
� T
NO SCALE
1250 gal. septic tank
Ground
� ver
ik
TOBBEN SPURKLAND P,E.I I LOT 12 .BLOCK 1 SEA TURN I I SEPTIC SYSTEM DESIGN
203 W15th Ave SEC 35 T12N R3W DATE, DECEMDER 16, 1991
Anchorage Ak 99501P79-291r?79-29�TERRY QUIRK SHEET 313 GRID- 3138
w
3
-N
O
c
O
�
c
�
a
U
c
V
w
w
a
�
o
q
�
1250 gal Septic tank
NO SCALE
1250 gal. septic tank
Ground
� ver
ik
TOBBEN SPURKLAND P,E.I I LOT 12 .BLOCK 1 SEA TURN I I SEPTIC SYSTEM DESIGN
203 W15th Ave SEC 35 T12N R3W DATE, DECEMDER 16, 1991
Anchorage Ak 99501P79-291r?79-29�TERRY QUIRK SHEET 313 GRID- 3138
203N|5TH.HE. SUIT[2&6
ANCH0RAG[/ALASIA9Y501
SPECIFICATIONS FOR SEPTIC SYSTEM INSTALLATION
LOT 12 BLOCK 11 SEA TURN
SEC 35 T12N B3W
1.0 GENERAL
1.1 Owner is Terry Quirk, P. 0. 8ox 11-1115, Anchorage
Alaska 99511, ph. 349~9964.
1.2 Engineer is the person or entity hired by the Owner to
inspect this project" The Engineer must be recognized by the
Municipality of Anchorage, Department of Health and Human
Services^
1.3 Contractor is the person or entity hired by the Owner
to install this project. The Contractor must be recognized
by the Municipality of Anchorage, Department of Health and
Human Services.
1.4 The Drawings, sheets 1 through 3� shall be part of this
specification"
1,5 All materials and workmanship shall meet the require-
ments of the Municipality of Anchorage, Department of Health
and Human Services, the conditions of the permitv and all
applicable rules and regulations currently in effect^
1"6 All excavation depths are advisoryv and are to be
verified and may be modified in the field by the Eng imeer.
1.7 It is the responsibility of the Owner or the Contractor
to adhere to the approved design.j to verify that the speci~
fied separation distances are met, and that the required
inspections are performed,
1.8 The Contractor or the Dwmer shall report to the ��mgi-
neer any observed condition which would put the septic
system in violation of State or Municipal regulations,
2.0 SEPTIC TANK
2.1 If there is an existing septic tank, it may be used if
iI: meets the capacity requirement for the residence. The
tank shall be inspected by the Engineer, and its water
tightness and structural integrity shall be verified.
Specificatinns for septic system installation
Lot 12 Block 1 Sea Turn
The septic tank shall be a UPC~approved two~compartment
tank, constructed of 12 gauge, or better, steel with bitu
mastic coating. The tank shall be set level on undisturbed
soil"The tank shall be covered with the equivalent of four
feet of soil.
2.3 The septic tank shall be installed a minimum of five
feet from the house foundation and a minimum of five feet
from the absorption area.
2.4 The septic tank shall be at minimum of 100 feet from any
well serving a single residence; 100 feet from any body of
water, creeks or drainage ditches with flowing water; 150
feet from Class oC" wells, and 200 feet from Class A or
Class B wells.
2.5 All pj.pe connections to the tank shall be mechanical
watertight calder couplings. Cleanouts shall be installed
as designated and capped with air --tight rain caps" Clean�
outs shall extend at minimum of 12 inches above final ground
elevation. Provisions shall be made for landscaping and
importation if topsqil.
2.6 Lift station shall be as manufactured by #mch orage Tan
and Welding
3.0 ABSORPTION FIELD
3"0 The field work for this septic system was performed
with a substantial amount of snow cover on the ground. A
visual inspection of the area where the septic system is
proposed was not possible. Verification of topography,
elevations and percolation rates will required during in -
stallation of the system,
3"1 Gravel used in the absorption field shall be 0"5 to 2^5
inch screened rock, with less than 3% passing the No^ 200
sieve.
3.2 Sand, used for leveling or for filtering, shall have an
effective grain size between No" 40 sieve and No. 18 sieve.
Uniformity coefficient shall be less than 4" Not more than
5% by weight shall pass the No" 200 sieve"
3.3 4�inch perforated pipe shall be ASTM F810" For pres�
sure distribution� pipe shall be Schedule 40 PVC or ABS"
3.4 Solid 4 -inch pipe shall be Cast Iron or ASTM D3034.
3.5 Monitor standpipes shall be installed as shown" That
section of the pipe penetrating the gravel shall be perfo�
rated, either by drilling 0"5u hnlcis on 6 -inch centers or by
joining a section of F810 perforated pile to at solid section
of pipe^
Specifications for septic system installation
Lot 12 Block 1 Sea Turn
p g . 2
3"6 Geotextile shall be I'll irafi 140"
3.7 Insulation shall be extruded direct burial polystyrene"
Dow Chemical Styrofoam HI 40"
3"8 Topso�l shall be a mixture of 40'60% organic matter,
20~30% sand and more that 20% tai lt^ All quantities are
measured by volume.
3,9 Grass seed shall be Kentucky bluegrass,
4.0 INSTALLATION
4.0 Verify percolation rates, elevations and separation
distances prior to starting work. Notify Engineer 24 hours
in advance of any work.
4"1 Locate all underground utilitiesv property lines,
future driveways, existing or proposed water wells, water
ways, surface and sub surface drainage facilities, lakes,
ponds, and all other facilities requiring separation dis~
tances from the proposed septic system° Notify Owner or
Engineer of any observed possible conflict"
4^2 Stake alignmont of system with markers showing the
protective distances from and water bodies.
4"3 Establish an elevation benchmark" This BM shall be
easily identifiable, stable and permanent. An arbitrary
elevation of 100 can be assigned to the monument at the
intersection of Azalea and Zircon.
4.4 Install the tank as shown on the drawings" Record the
inlet and outlet elevations of the tank. Tank shall be
placed on undisturbed native soil"
4^5 Excavate the absorption field^ Bottom of excavation
shall be level and scarified" If sidewalls smears, they
shall also be scarified" Record elevation of beginning�
middle and end of trench. Record elevation of each corner
and center point of bed. Construction equipment shall not
operate on the floor of the excavation. Any material com-
pacted by the operation of the construction equipment shall
removed and replaced with uncompacted materials.
4,6 Place the rock to the depth specified. Do not contami~
nate rock with native materia}s or spoils from the excava-
tion, Level the rock surface (+~ 1") before installing the
perforated pipe.
4.7 Install the distribution pipe. Record the elevation of
each joint. For pressure system solvent weld the joints"
4"8 Cover the distribution pipe with rock, and cover the
excavation with geotextile before backfilling and placing
Specifications for septJ.c system installation
Lot 12 Block 1 Sea Turn
pg.3
insulation, if required^
4.9 Record the finished grpund elevation at the beginning,
middle and end of trench. Record the finish ground eleva~
tion at each corner and at the midpoint of the bed.
4.10 Furnish at copy of all survey notes to the Eng i neer.
5.0 INSPECTIONS
5,1 A minimum of four inspections are required. The firs�
inspection will be prior to any work, at which time the
system will be staked and percolation rates be verified. The
next inspection will be of the open excavation" At this time
the soil conditions will be observed and comparcnd to the
design assumptions" Ground water conditions or presence of
bedrock will be verified^
The third inspection will be after placement of gravel,
standpipes, distribution piping, tank(s) and other compo-
nents as specified.
The fourth inspection will be after completion of L h e work"
Any deficiencies will be noted and the Comtr a ctmr notified"
Such deficiencies shall be corrected within ten days"
5^2 All electrical work requires either an MOA electrical
inspection or certification by an licensed electrician.
Submit proof of inspection or certification to the Engineer^
5,3 Submit catalog data of all mechanical equipment.
5.4 Notify Engineer at least 24 hours in advance of begin~
ning any work.
SpecifJ.cations for sec system installation
Lot 12 Block 1 Sea Turn
pg.4