2012-268 TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201
Community Development - Building & Codes (518) 761-8256
CERTIFICATE OF COMPLIANCE
Permit Number: P20120268 Date Issued: Tuesday, November 12, 2013
This is to certify that work requested to be done as shown by Permit Number P20120268
has been completed.
Tax Map Number: 523400-297-017-0001-080-000-0000
Location: 48 MEADOW Dr
Owner: HARRY GOLDSTEIN
Applicant: HARRY GOLDSTEIN
This structure may be occupied as a:
Septic Alteration Residential
By Order of Town Board
TOWN OF QUEENSBURY
Issuance of this Certificate of Compliance DOES NOT relieve the
property owner of the responsibility for compliance with Site Plan, 4
Variance, or other issues and conditions as a result of approvals by the Director of Building&Code Enforcement
Planning Board or Zoning Board of Appeals.
TOWN OF QUEENSBURY
ifillIK
ofilha
` 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
Community Development-Building&Codes (518) 761-8256
BUILDING PERMIT
Permit Number: P20120268 Application Number: A20120268
Tax Map No: 523400-297-017-0001-080-000-0000
Permission is hereby granted to: HARRY GOLDSTEIN
For property located at: 48 MEADOW Dr
in the Town of Queensbury,to construct or place
at the above location in accordance with application together with plot plans and other information hereto filed
and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning
Ordinance. Type of Construction Value
Owner Address: HARRY GOLDSTEIN
GRENIER, BETTY Septic Alteration Residential
48 MEADOW Dr Total Value
QUEENSBURY,NY 12804
Contractor or Builder's Name/Address Electrical Inspection Agency
Plans&Specifications
2012-268
Res. Septic Alteration
$40.00 PERMIT FEE PAID -THIS PERMIT EXPIRES: Saturday,June 01, 2013
(If a longer period is required,an application for an extension must be made to the code Enforcement Officer
of the Town of Queensbury before the expiration date.)
Dated at the Town o6uee ury; /Iris ; ,_ , L t ! , 2012
c.
SIGNED BY for the Town of Queensbury.
Director of Building&Code Enforcement
OFFICE USE ONLY
TAX MAP NO.r.N.0 r 117 j`SRMIT NO. / rA(pgPERMIT FEE 4V0a;
APPROVALS: ZONING TOWN CLERK
APPLICATION FOR SEPTIC DISPOSAL SYSTEM PERMIT:
A PERMIT MUST BE OBTAINED BEFORE WORK BEGINS.APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID
PERMIT. c
,. 1
OWNER: }IdStC ,),
INSTALLER: --i--- 'RS S,. ,I I..,, , yr-
J
ADDRESS:#� .C61 d 9W O( . ADDRESS: / Lk.) Q/V ('\l\, ( 1('�7)�,
Q Jy
I
PHONE NOS. SlUK1-�z j� PHONE NOS. 1 C V \C)
LOCATION OF INSTALLATION: 'T I /-C‘ N.\'e(A/()VI Or -
NO.OF RESIDENCE INFORMATION:
YEAR BUILT gE ROOMS X I COMPUTATION= = TOTAL DAILY FLOW
1980 or older �l X 150 gallon per bedroom = GARBAGE GR RR
1981 -1991 3 = i INSTALLED?
X 130 gallon per bedroom0
SPA ORHOT T
1992-present N) X 110 gallon per bedroom = h \ INSTALLED?
PARCEL INFORMATION:
• TOPOGRAPHY: Flat rolling Steep slope %Slope\\ I
✓ SOIL NATURE: Sand i Loam ,e,c' Clay Iv N Other N N
/ GROUNDWATER: At what depth? \\ i\ 22"
✓ BEDROCK/IMPERVIOUS MATERIAL: At hat depth? ��r;. y�
✓ DOMESTIC WATER SUPLY: Munici al J Well
P __1\0
(If well: Water supply f o any septic
system absorption is - ft.)
✓ PERCOLATION TEST: Rate is Or\ n r 1,\-1\-S minutes per inch [MPI]
(Test to be completed by a licensed professional engineer or architect.)
PROPOSED SYSTEM FOR NEW CONSTRUCTION: All individual sewage disposal systems must be designed by
a licensed professional engineer or architect(unless installed in a Planning Board approved subdivision).
TANK SIZE: 1()0(l GALLON (MIN. SIZE IS 1,000 GAL.)Add 250 gallons to the size of the septic tank for
each garbage grinder, spa or whirlpool tub.
SYSTEM TYPE:
❑ ABSORPTION FIELD (WITH NO. 2 STONE) Total length \\( A ft. Each trench N h X N
P
❑ SEEPAGE PIT(S) (WITH NO. 3 STONE) How many? Size? \\(
ALTERNATIVE SYSTEM Bed or other type? r i.)ed
❑ HOLDING TANK SYSTEM Total required capacity? Iv i.
Tank size? `V I`,f N Number of tanks? Y 1-\
NOTE: ALARM SYSTEM AND ASSOCIATED ELECTRICAL WORK MUST BE INSPECTED BY A TOWN
APPROVED ELECTRICAL INSPECTION
AGENCY. PLEASE REVIEW LIST PROVIDED.
For your protection, please note that pursuant to Section 136-29 of the Code of the Town of Queensbury, any
permit or approval granted which is based upon or is granted in reliance upon any material misrepresentation or
failure to make a material fact or circumstance known by or on behalf of an applicant, shall be void.
I have read the regulations with respect to this application and
agree to abide by these and all requirements of the Town of QUESTIONS? CALL 761-8256 OR EMAIL
Queensb r _anitar S age Disposal Ordinance. codes(a�Queensburv.net
.3 �( L VISIT OUR WEBSITE FOR MORE INFORMATION
H/ www.queensbury.net
Signature of Pk on Responsible Date
•t Town of Queensbury • Community Development Office • 742 Bay Road, Queensbury, NY 12804
B 5-LGL 6/06
LLS
Septic Inspection Report
Office No. (518) 761-8256 Date Ins.- ion - ed:
Queensbury Building &Code Enforcement Arrive: = D aDepart: am/pm
742 Bay Rd., Queensbury, NY 12804 Inspector's Initia -� �,
NAME: 6-0 d- -a:,A P�7 0.: / �—3�/r
LOCATION: 41 9 M( (q 4r)L.) Dr I '-PECTON: 11D2
RECHECK:
Comments and/or diagram
Soil Type: Sand/ Loam / Clay
Type of Water: Municipal/Well Water
Waterline separation distance ft. L —4-1 3
Well separation distance ft.
Other wells: ft.
Well Casing Length 50' +/ - Y N N/A
[150'to well required if NO]
Absorption Field: Total length ft.
Length of each trench ft.
Depth of trenches ft.
Size of Stone
Seepage Pits: Number
Size: x
Stone Size:
Piping Size Type
Building to tank
Tank to Distribution Box
Distribution Box to Field / Pit
Opening Sealed: _Y_ N
End Cap _Y N
Inlet/Outlet Pipes&Baffles _Y_N
Manholes 12"or less below grade _Y_ N
[provide extension collar if Yes] _Y T N
Location / Separations
Foundation to tank _ ft.
Foundation to absorption ft.
Separation of Pits ft.
Conforms as per Plot Plan Y N
Engineer Report and As-Built Y_ N
ETU Maintenance Contract Y N
provided
Location of System on Property:
Front Rear Left Side Right Side Middle Front Middle Rear
S stem Use S tus:
Approved
Partial Approved and needs to be re-inspected, please call the Building &Codes Office
Disapproved
L:\Pam Whiting\2010\Building Codes Forms\Inspection Forms\Septic Inspection ReporiL03 29 10.doc
1
RUCINSKI HALL ARCHITECTURE
Ronald Richard Rucinski
Ethan Peter Hall �\c
627 Maple Avenue x)
Saratoga Springs NY 12866
Voice 518 580 1905
Fax 518 584 5012
Email ephall@nycap.rr.com
Septic Install for Goldstein Residence
15 June 2013
John O'Brien —Town of Queensbury Building Department
742 Bay Road
Queensbury NY 12804
Re: Septic Installation for Goldstein Residence—48 Meadow Drive
John,
At the above referenced project location I observed the installation of the sewage disposal system
including the septic tank, effluent pump chamber, distribution box and pressure bed prior to back
fill. All items appear to be installed in accordance with the construction documents and are
acceptable to this office.
If there are any additional questions please call to discuss.
Regards,
/ .",11.
•
Ethan Peter Hall A " tis.. ::
Architect
Y:Uvan 13c11 Septic(1BS)1Goldstein Septic\Lctter 15 Jun 2013.doc 1
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Septic Inspection Report
Office No. (518) 761-8256 Date Inspection request received: 67)A) /1
Queensbury Building &Code Enforcement Arrive: am/pm Depart: i - am/pm
742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: 61,
NAME: &D d/ S
1 `--)" I ✓1 PERMIT NO.. I ,-).-a (o
LOCATION: .4-1 5 MFS cir)oL1 'i' INSPECT ON: ro•-• .4-1•k
RECHECK:
Comments and/or diagram
Soil Type: Sand/c
lamType of Water: Municipalater 6-' /14 S
Waterline separation distance ft.
Well separation distance ft.
Other wells: ft.
Well Casing Length 50' + / - Y N N/A
Absorption Field: Total length 4 Q -ft.
Length of each trench __ft. , {-30 2
Depth of trenches ft.
Size of Stone "2-. �'�`L'I f
Seepage Pits: Number
Size: ,i
Stone Size:
Piping Size Type
Building to tank ? 5--111 .e 'l
Tank to Distribution Box _�"�
Distribution Box to Field / Pit CIO P-Lck--4 j--c__,
Opening Sealed: N
End Cap N 5)a<" --,
Inlet/Outlet Pipes &Baffles VY N
Location/ Separations \P.0 CI L°‘)
• Foundation to tank ft.
Foundation to absorption _ft.
Separation of Pits ft. , •
Conforms as per Plot Plan Y '�
Engineer Report and As-Built Y N ^/\ ?//%4V,P•.) -
Location of SystProperty:
Front Rea Left Side Right Side Middle Front Middle Rear
S .-I Us- . .
Approved
Partial Approved and needs to be re-inspected, please call the Building &Codes Office
Disapproved
Last revised 06/18/07 L:\Building&Codes Forms-OLD\Building&Codes\Inspection Forms\Septic Inspection Report.doc
.,
I
5
SEWAGE- DISPOSAL SYSTEM NOTES
THERE SHALL BE NO CHANGE QN THESE PLANS IN ADVANCE OF OR DURING
/ CONSTRUCTION, WITHOUT PRIOR APPROVAL OF THE DESIGN PROFESSIONAL OR THE
TOWN BUILDING INSPECTOR.
DESIGN, CONSTRUCTION, MATERIAL STANDARDS AND INSPECTION REQUIREMENTS
/ SHALL COMPLY WITH THE LATEST EDITIONS) OF THE NEW YORK STATE
/ I /
DEPARTMENT OF HEALTH WASTEWATER TREATMENT STANDARDS - INDIVIDUAL
/ HOUSEHOLD SYSTEMS APPENDIX 75-A.
SEPTIC TANK TO BE SET ON A LAYER OF COMPACTED PEA STONE OR WASHED
GRAVEL
No.1 DESCRIPTION DATE
DRAINASWALE GE EASEMENT SEPTIC TANK TO HAVE SCH 40 PVC "T" AT INLET AND OUTLET. REVISIONS
/ DRAINAGE EASEMENT - INLET 12" BELOW FLOW LINE, 6" ABOVE FLOW LINE
SWALE
- OUTLET 14" BELOWW LINE 6" ABOVE FLOW LINE
/ �<G/ 3" AIR SPACE ABOVE FT" TO TOP OF TANK
_.._
NO
CO ROOF, FOOTING, FLOOR, COOLING WATER, BACKWASH DRAINS, ETC., SHALL BE <
CONNECTED TO THE SEWAGE SYSTEM. NO SUMP PUMP, CONDENSATE, WATER w w z
N �
SOFTENER, SPAS, OR HOT TUBS SHALL BE DRAINED INTO THE SYSTEM,i z
-
/ Q THERE SHALL BE NO CONSTRUCTION OF SEPTIC SYSTEMS WITIiiN 100' OF w o w
/ /= / O
CLASSIFIED BODY OF WATER.
HOUSE TO SEP¢Jo
TIC TANK: 4"A PVC SCHEDULE 40 WITH TIGHT JOINTS, MINIMUM (,) _N
SLOPE 1/4". PER FOOT. SEPTIC TANK TO DISTRIBUTION BOX: 4"0 PVC SDR 26 Ck' a
/ WITH TIGHT JOINTS, MINIMUM PITCH 1/8" PER FOOT. SANITARY DISPOSAL FIELD: Q o 0
PERFORATED PLASTIC PIPE MAXIMUM SLOPE 1/16" PER FOOT, CAP ALL ENDS. a F o
/ / / •. THE BEST DESIGNED AND INSTALLED SEPTIC SYSTEM WILL EVENTUALLY FAIL TO N o a
J Y Eo
FUNCTION PROPERLY WITHOUT PERIODIC MAINTENANCE. INADEQUATE SEPTIC TANK
'MAINTENANCE CAN RESULT IN CLOGGING OF THE TANK AND SEWAGE BACKUP INTO _ a z a
rno ao 0
NEW PRESSURIZED THE HOME AND/00 SEWAGE OVERFLOW ONTO THE GROUND SURFACE.
FAILURE TO-
/ / BED / PERIODICALLY: CLEAN A SEPTIC TANK COMMONLY RESULTS IN CLOGGING OF SOIL x o` _ > °O z r
/ \ / 0' p„ 0F{ SURROUNDING THE ABSORPTION FILED BY OVERFLOWING SOLIDS NOT REMOVED BY w < ° o a F
/
'g,
/ Z ._ to co 00 a
X0'1 'TANK.
a n o n u a —
/ _ o" 1 C)
THE SEPTIC N
THIS DESIGN IS INTENDED TO PROVIDE SUBSURFACE SEWAGE DISPOSAL ONLY FOR ° v o N - o
TP -1 MiN THE LOT IT IS SHOWN ON. NO ADDITIONS INVOLVING LIVING OR SLEEPING AREAS c r o x .a
/ \ EXISTING D -BOX \ \ / V {r / �o w `o cn° >° E
o MAY BE ADDED TO THIS BUILDING WITHOUT THE APPROVAL OF THE BOARD OF
PT -1 TO BE REMOVED / .. o HEALTH, TOWN OF QUEENSBURY AND REDESIGN OF THE SUBSURFACE DISPOSAL SYSTEM.
THE SEAL ,AND SIGNA11IRF ON T14lc DI eu corninnA i �__
SEWAGE DISPOSAL SYSTEM NOTES
THERE SHALL BE NO CHANGE ON THESE PLANS IN ADVANCE OF OR DURING
CONSTRUCTION, WITHOUT PRIOR APPROVAL OF THE DESIGN PROFESSIONAL OR THE
TOWN BUILDING INSPECTOR.
DESIGN, CONSTRUCTION, MATERIAL STANDARDS AND INSPECTION REQUIREMENTS
SHALL COMPLY WITH THE LATEST EDITIONS) OF THE NEW YORK STATE
j' DEPARTMENT OF HEALTH WASTEWATER TREATMENT STANDARDS — INDIVIDUAL
HOUSEHOLD SYSTEMS APPENDIX 75—A.
1
/ 1 / SEPTIC TANK TO BE SET ON A LAYER OF COMPACTED PEA STONE OR WASHED
/ GRAVEL Nor DESCRIPTION DATE
REVISIONS
SEPTIC
CT 12K TO
OLOW FLOW LISCH NE,
6V ABOVE FLOW LINEC "r AT INLET D OUTLET.
j' DRAINAGE EASEMENT DRAINAGE EASEMENT
/ / —.. — SWALE _ —OUTLET 14" BELOW FLOW LINE, 6" ABOVE FLOW LINE
/— '' — — • . — . SWALE 3" AIR SPACE ABOVE "T°' TO TOP OF TANK FED�
o
ry
/ — • " _ — / . • — _ _ — FOOTING, FLOOR, COOLING WATER, BACKWASH DRAINS, ETC., SHALL BE
"_ l "� / — J� li CONNECTED TO THE SEWAGE SYSTEM. NO SUMP PUMP, CONDENSATE, WATER ?Q a
SPAS OR HOT TUBS SHALL BE DRAINED INTO THE SYSTEM.
SOFTENER,
z<z
/ v j / '"` THERE SHALL BE N0 CONSTRUC ION OF SEPTIC SYSTEMS WITHIN 100' OF A w w z
/
/ / z CLASSIFIED BODY OF WATER. — a
/ � / O o / HOUSE TO SEPTIC TANK: 4"0 PVC SCHEDULE 40 WITH TIGHT JOINTS, MINIMUM U
�Q-
/ SLOPE /4" PER FOOT. SEPTIC TANK TO DISTRIBUTION BOX: 4"0 PVC SDR '26 o 0
/ ; ' WITH TIGHT JOINTS, MINIMUM PITCH 1/6" PER FOOT. SANITARY DISPOSAL FIELD: `� 3 z
4"0 PERFORATED PLASTIC PIPE MAXIMUM SLOPE 1/16" PER FOOT, ":CAP ALL ENDS.co
_! E w w
CA
D INSTALLED C SYSTEM WILL EVENTUALLY FAIL TO
I / / TANK
o w o
THE BEST DESIGNED AN LLED SEPTI
a z rno Qo o
FUNCTION, PROPERLY WITHOUT PERIODIC MAINTENANCE.'' INADEQUATE SEPTIC T
�_ �,nov Few
MAINTENANCE CAN RESULT IN CLOGGING OF THE TANK AND SEWAGE BACKUP INTO
THE HOME AND/OR SEWAGE OVERFLOW ONTO THE GROUND SURFACE. FAILURE TO -E _ o o o }
NEW PRESSURIZED' >•
/ - PERIODICALLY CLEAN A SEPTIC TANK COMMONLY RESULTS IN CLOGGING OF SOIL a o w s
BED /
SURROUNDING THE ABSORPTION FILED BY OVERFLOWING SOLIDS NOT REMOVED BY z ro 00 o a N F
/ l p p 5 THE SEPTIC TANK.
M/
o N. 20 o v v o
/9• / p. / THIS DESIGN IS INTENDED TO PROVIDE SUBSURFACE SEWAGE DISPOSAL ONLY FOR
/ J M/N •i THE LOT', IT 1S SHOWN ON. NO ADDITIONS INVOLVING LIVING OR SLEEPING `AREAS �' Of w W � ,> w w
o /
Z Z Y MAYBE ADDED TO THIS BUILDING WITHOUT THE APPROVAL OF THE BOARD OF
/ TP-1rt`,HFALTH,'TOYJN OF;QUEENSBURY AND REDESIGN OF THE SUBSURFACE DISPOSAL SYSTEM.
� i
�.. \ ";`: THE SEAL'AND SIGNATURE ON THIS PLAN SPECIFICALLY EXCLUDES CERTIFICATION FOR
/ o EXISTING D—BOX \ / �. a
�— /0 FUTURE` EXPANSION'OR REPLACEMENT. WORK IS TO BE AS SHOWN &_
PT_1 TO BE REMOVED / �. \ p„ ,
NOTED AND IN ACCORDANCE
/ EXISTING TILE FIELD DWELLING JS TO HAVE WATER SAVING FIXTURES,' INCLUDING BUT NO LIMITED TO:
/ / 1 R WITH MANUFACTURER'S
TO BE REMOVED / / LESS THAN 2 GPM SHOWER HEADS, LOW WATER USE TOILETS, SINK FLOW TRADE'
/ RECOMMENDATIONS,
/ NEW,I,000.GALLON I" ; RESTRICTORS.OBSERVE WATER CONSERVATION PRACTICES.. ASSOCIATION PUBLISHED
\ 2•\ / . • "• EFFLUENT PUMP CHAMBER s s
0' �. GqR 2 0 / RECOMMENDATIONS AND
qR l qp • SEPTIC TANK SHALL BE INSPECTED ANNUALLY TO DETERMINE SCUM AND SLUDGE
qpP / e MlN 4."' `: ACCUMULATION BY THE HOMEOWNER OR A'QUALIFIED SEWAGE HAULER. THE GENERALLY ACCEPTED LOCAL
CONSTRUCTION INDUSTRY
/ AMOUNT OF BUILD-UP NOTED 'AT EACH `INSPECTION SHOULD BE 'RECORDED AND
C TANK. �, ;; , ," PRACTICES.
EXISTING SEPTIC TANK. CONTRACTOR EXISTING SEPTI I, ;.MAINTAINED BY THE HOMEOWNER, THE TANK SHALL BE PUMPED WHENEVER THE
TO CONFIRM LOCATION. IF POSSIBLE"` :,1,. , ,: 4.,
TO CONFIRM LOCATION. IF POSSIBLE �. "' BOTTOM OF THE SCUM LAYER 'IS WITHIN 3" OF THE BOTTOM OF THE OUTLET
Y S :. 40-
A SHOULD BE RELOCATED .:
EXISTING TANK,SHOULD BE RELOCATED EXISTING TANK ; .; ,:BAFFLE±OR SANITARY T". THE PUMP -AUT CLEARANCES ALSO APPLY TO ANY
, " �/
0 -0 FROM EXISTING BLDG. FDN. TO BE 10 -0 FROM EXISTING BLDG. FDN.
TO BE 1 y / `: CHAMBER,IIN MULTI -COMPARTMENT TANKS OR TO TANKS IN SERIES. MOST TANKS
'SHOULD - � PUMPED Y TWO TO THREE YEARS
OUT EVER
a it=• , =r- R SEPTIC WHEN TANK IS PUMPED
• t, � ,THE SEPTIC TANK, BAFFLES/TEES, HOUSE SEWER
r `CONNECTION AND OUTLET SHALL BE INSPECTED. BAFFLES/TEES THAT HAVE
DETERIORATED AND NO LONGER PERFORM AS DESIGNED SHALL BE REPLACED.
OR BR
CRACKEDOKEN LINES MUST BE REPAIRED OR REPLACED.
EXISTING PLOT PLAN / EXISTING PLOT PLAN > 11
E NO SCALE ` ANY COMPANY EMPLOYED TO, CLEAN AND SERVICE THE SEPTIC TANK MUST BEA d YJ
NO SCALE / /,m' I'i; DEC PERMITTED SEPTAGE HAULER. SEPTIC TANKS SHOULD NOT BE WASHED OR N ;
0 25 50 75 100
\ 0 25 50 y 75 100 " \-'x DISINFECTED AFTER BEING PUMPED OUT. „ O0 —+
S S
/ , `' s
,SEPTIC TANK ADDITIVE
GRAPHIC-; CALE -',�" --,
GRAPHIC SCALE �.. ARE UNNECESSARY -FOR ,T
MAY CAUSE THE SLUDGE
....c...d,..
•w r
y r
1^ /
,
INTO ,,ORP"TION• IE
4 �E 8 F
,
�;, -: >n§ �,.a , �.�,•,.„' a, k,".��a, :�;"._ �� � �,f7v,.�, ��:-_ ���,�.�:. �x�,,:�-;�:.`�.aDO..�IOT �SPOSE OF EXCE
.M.' 0
: S TE OT'POUR,01
ti, ,:
� - .......
0 :.CLEAN RSI TO S S
.. . .. ,, r_ . _. "w
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2 6 ,
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:,. .. _"• _::. .,. '. ... �I-' „�.. � .. _.. ..,... .-_ ..... _.... _ ... in _ -. c1-11lCOC ADC IAICTAI l C!1 "LT
PITON FIEF, A i
;
GRADING NOTES
Y,CLEARtNG OR GRUBBING OF THE SITE IS INITIATED, AND DURING gat q?
POASES,I�SEDIMENT TRAPS SHALCBE CONSTRUCTED IN ALL STORM
DITC ES.
D o 'Y"1 cd
T hal
aU k-1
§100 JVACH SEDIMENT TRAP SHALL BE INSPECTED BY THE CONTRACTOR FOR U
CLOGG G. ANY FAILURE OR CLOGGING SHALL BE IMMEDIATELY CORRECTED. N
-ART li 1gAS SHALL BE SEEDED AND MULCHED AS SOON AS IS REASON—
BLE TP EVENT EROSION, AND EVERY BARE -EARTH AREA SHALL BE
)`MULCtIED,;BY OCTOBER 1ST. TEMPORARY, RAPIDLY GROWING COVER N
„AS GRASS AND MILLET MAY BE USED FOR TEMPORARY SURFACE
,HES-11 AJ —TEMPORARY INTERCEPTOR DITCHES,' INCORPORATING SEDIMENT
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