2011-201 _t 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: P20110201 Date Issued: Wednesday, May 18, 2011
This is.to certify that work requested to be done as shown by Permit Number P20110201
has been completed.
Tax Map Number: 523400-252-000-0001-076-002-0000
Location: 1952 BAY Rd
Owner: WILLIAM KELLY
Applicant: WILLIAM KELLY
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,
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
742 Bay Road,Queensbury,NY 12804-5002 (518)761-8201
Community Development-Building&Codes (518) 761-8256
BUILDING PERMIT
Permit Number: P20110201 Application Number: A20110201
Tax Map No: 523400-252-000-0001-076-002-0000
Permission is hereby granted to: WILLIAM KELLY
For property located at 1952 BAY Rd
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: WILLIAM KELLY
18 FOX HOLLOW Dr Septic Alteration Residential
BLOOMING GROVE,NY 10914-00( Total Value
Contractor or Builder's Name/Address Electrical Inspection Agency
IBS SEPTIC &DRAIN
ATTN: IVAN BELL
2 LOWER WARREN St
OUEENSBURY.NY 12804
Plans&Specifications
2011-201
SEPTIC PERMIT RESIDENTIAL
$40.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Sunday,May 13,2012
(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 To wn-<Queensy ry;� Friday,May 13,2011
SIGNED BY ( �¢/ /4' for the Town of Queensbury.
f
Director of Building t�x�C0 nforcement
E C Ir Q V E .
DRevised 4/14/2010
OFF E ONl_x J _
T L MAY 1
M PERMIT NO. PERMIT FEE ell TOWN-OF OF QUEENSB RY
APPROVALS: ZONING TOWN CLERK BUILDING&CODE S
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. B j �� ^
OWNER: � ,(X t'C(l� �I 7 INSTALLER: `
l? �C 0 �7CGo^"6 'LSGr a -C N�ADDR SS: QG�/G r Gt c,"r
ADDRESS: (1
PHONE NOS. — QO 0 V PHONE NOS. —icz/ `01
LOCATION OF INSTALLATION:
RESIDENCE INFORMATION:
NO.OF COMPUTATION
YEAR BUILT X = TOTAL DAILY FLOW
BEDROOMS Gallons er bedroom - GARBAGE GRI D
1980 or older X 150 = INSTALLED? _
1981-1991 X 130 = SPA OR HOT T�f�/\
1992-present X 110 = d INSTALLED?
PARCEL INFORMATION:
✓ TOPOGRAPHY: FLAT ROLLI G_X STEEP L PE %SLOP
✓ SOIL NATURE: SAND LOAM CLAY OTHE
✓ GROUNDWATER: AT WHAT DEPTH? _
✓ BEDROCK/IMPERVIOUS MATERIAL: AT WHAT DEPTH?A
✓ DOMESTIC WATER SUPLY: MUNICIPAL WELL(If well:water supply from any septic system absorption is/m ft)
✓ PERCOLATION TEST: RATE IS PER MIINUTE PER INCH[mpi]
(Test to be com et 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:wQ LGALLON(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 lengt ft. Each trench X
3'r
❑SEEPAGE PIT(S)(WITH NO.3 STONE) How many? Size?
❑ALTERNATIVE SYSTEM Bed or other type? N 4
AA
❑HOLDING TANK SYSTEM Total required capacity? Tank size? Number of tanks?
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.
have read the regulations with respect to this application and agree
to abide by these and all requirements of the Town of Queensbury QUESTIONS? CALL 761-8256 OR EMAIL
Sanitary Sewage Disposal Ordi nce, f codes(&Queensbury.net
rYO l/ VISIT OUR WEBSITE FOR MORE INFORMATION
Signature of Person Re's"Ip"oh9ible Date ` www.aueensburv.net
Town of Queensbury* Community Development Office*742.Bay Road, Queensbury NY 12804
.4
Septic Inspection Report
Office No. (518)761-8256 Date Inspection request received:
Queensbury Building&Code Enforcement Arrive: am/p
m
Depart: am/pm
742 Bay Rd., Queensbury, NY 12804 Inspector's Initials:
NAME: PERMIT NO.: �c
LOCATION: INSPECT ON:
RECHECK:
Comments and/or diagram
Soil Type: Sand/ Loam/Clay
Type of Water: Municipal Well Water
Waterline separation distance ft.
Well separation distance ft.
Other wells: ft.
Well Casing Len th 50'+/- Y N N/A
150'to well/regfted if NO
Absorption F Id: Tothl length ft.
Len th of each trench ft.
e th of trdaches ft.
Size of Stone v V—
See a e Pits: Nu r
Size: x
Stone Size
Piping 'ze Type
Wilding to tank
Tank to DiAtribution Box
Distribution Box to Field Pit
Opebing Sealed: Y
End Ca Y N
Inlet/Outlet Pi &BafFles Y N
Manholes 12"or less bdApw grade Y_N
_
rovide extension col r if Yes Y N
Location Se ations
Foundation t tank ft.
Foundation to absor do ft.
Separation of 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:
Fro ear Left Side Right Side Middle Front Middle Rear
System U e S us:
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 Report-03 2910.doc
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Septic Inspection Report
Office No. (518)761-8256 Date Inspection request received:
Queensbury Building&Code Enforcement Arrive: am/pm Depart am/pm
742 Bay Rd., Qu s Y 12804 Inspector's Initials: �_ `
NAME: PERMIT NO.:
.: C�✓
LOCATION: INSPECT ON:
RECHECK:
Comments and/or diagram
Soil T Sa / LWI Clay
Type of Water: Municipal Well Water
Waterline separation distance ft.
Well separation distance
Other wells: ft.
Well Casing Length 50'+/- Y N N/A
150'to well required if NO
Absorption Field: Total length
Length of each trench �L- ft.
Depth of trenches
Size of Stone{
Seepage Pits: Number L t-
Size:
Stone Size:
Piping Size T C
Building to tank L
Tank to Distribution Box
Distribution Box to Field Pit1.+'t_
Opening Sealed: N
End Ca Y N
Inlet/Outlet Pipes&'BafFles Y N
Manholes 12"or less below grade _Y _ N
[provide extension collar if Yes Y N
Location I Separations
Foundation to tank ft.
Foundation to absorption ft.
Separation of Pits y ft.
Conforms as per Plot Plan >)'V
Engineer Report and As-Built _Y N
ETU Maintenance Contract _Y—N
provided
Location of System on Property:
Front Rear Side Right Side Middle Front Middle Rear
S stem Use Status:
Approved
Partial Approved and needs to be re-inspected, please call the Building&Codes Office
Disapproved
LAPam Whiting\2010uilding Codes Forms\Inspectlon Fomms\Septic Inspection Report_03 2910.doc
4"X4"
WOOD POSTS
L
EXISTING PLOT PLAN
NO SCALE
0 25 50 75 100
GRAPHIC SCALE
TEST PIT INFORMATION
TEST PIT INFORMATION TAKEN 21 APRIL 2011 BY
ETHAN P. HALL — RUCINSKI HALL ARCHITECTURE
WITNESS BY IVAN BELL — IBS SEPTIC
if=
0-10" DARK BROWN LOAM SOIL
10-28" MEDIUM BROWN/RED GRAVEL SANDY
28-60" LIGHT BROWN MEDIUM SAND
60-72" GRAY SAND MEDIUM/COARSE
MOTTLING 0 60"
NO ROOT LINE
NO WATER SEEPING
4" X 4"
WOOD POSTS
BENCH MARK
RR SPIKE IN
18 PINE
346.15
AL
.1\ O �
4"X4A\
WOOD POSTS
0
APPROXIMATE OU'
OF IMPORTED SAP
FILL FOR NEW TIL
FIELD BED.
NEW SEWAGE
DISPOSAL
TILE FIELD
(6 LATERALS
AT 25'-0")
EXISTING
TANK \
PERCOLATION TEST INFORMATION
PERCOLATION TEST INFORMATION TAKEN 21 APRIL 2011 BY
ETHAN P. HALL — RUCINSKI HALL ARCHITECTURE
PT-1
PERFORMED IN THE TOP 12" OF SOIL DUE TO LOCATION OF GROUNDWATER
LOCATED IN THE NORTHWEST CORNER OF THE PROPERTY
1st
TEST
1 min.
40
sec.
2nd
TEST
2 min.
10
sec.
3rd
TEST
2 min.
20
sec.
4th
TEST
2 min.
25
sec.
5th
TEST
2 min.
30
sec.
FOR SEWAGE DISPOSAL DESIGN USE 1-5 MIN. SOIL
TOWN OF Q EEiNSBURY
O BUILDING & CODES D PT.
Reviewed B : a
Date: 1\ --
a
TOWN OF QUEENSBURY
APPROXIMATE LOCATION BUILDING DEPARTMENT
OF HOUSE Based on our limited examination, compliance
with our comments shall not be construed as
indicating the plans and spec'kation$ are in
full compliance with the Building Codes of
New York State.
PROPOSED PLOT PLAN
NO SCALE
0 25 50 75 100
GRAPHIC SCALE
SEPTIC SYSTEM DESIGN
DESIGN FLOW — EXISTING 4 BEDROOM HOUSE WTH NEW WATER
SAVING FIXTURES AT 110 gpd PER BEDROOM - 440 gpd
EXISTING SEPTIC TANK — 500 gal TANK TO BE REUSED FOR REBUILT SYSTEM
ABSORPTION FIELD — 1 to 5 MIN. PERC. RATE — APPLICATION RATE
1.2 gal/day/sq. ft. — 440 gpd DIVIDED BY 1.2,gal/day/sq. ft. =
367 sq. ft. OF TRENCH REWD. AT 2' WIDTH PER LATERAL USE 6 LATERALS
AT 35' = 420 sq. ft. OF APPUCAT10N AREA.
7MAY
& CODES
XF,T,
?Q70
No.1 DESCRIPTION L11AI
REVISIONS
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WORK IS TO BE AS SHOWN &
NOTED AND IN ACCORDANCE
WITH MANUFACTURERS
RECOMMENDATIONS, TRADE
ASSOCIATION PUBLISHED
RECOMMENDATIONS AND
GENERALLY ACCEPTED LOCAL
CONSTRUCTION INDUSTRY
PRACTICES.
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ACAD \IBS\OVITT\SEPTIC-PLAN
SCALE AS NOTED
DRAWN BY
DRAWING TITLE
SEWAGE
DISPOSAL
PLANS &
CALCULATIONS
DRAWING No.
C-1
SEWAGE DISPOSAL SYSTEM NOTES
APPROXIMATE
FINISH GRADE
s
tO
3"
MSLOPE LIQUID LEVEL
IN. y
1140 PER FOOT
SEPTIC TANK N�_ I INLET & OUTLET
BY FORT MILLER OR BAFFLES
EQUAL a X
ova
000
a
MINIMUM 2x WIDTH
MAXIMUM 4x WIDTH
RECOMMEND ALL ACCESS
& CLEANOUT GMNGS
BE RAISED TO C BELOW
FINISH GRADE.
o� 00
PROVIDE 3" SAND OR --�°WOO
PEA GRAVEL UNDER TANK
SEPTIC TANK DETAIL
N.T.S.
PER APPENDIX 75-A
TANKS SHALL HAVE INLET AND OUTLET BAFFLES,
SANITARY TEES OR OTHER DEVICES TO PREVENT
THE PASSAGE OF FLOATING SOLIDS AND TO MINIMIZE
DISTURBANCE OF SETTLED SLUDGE AND FLOATING
SCUM BY SEWAGE ENTERING AND LEAVING THE TANK.
OUTLET DESIGNS SUCH AS GAS DEFLECTION BAFFLES
ARE STRONGLY RECOMMENDED IN ALL TANKS.
INLET AND OUTLET BAFFLES SHALL EXTEND A MINIMUM
OF 12 INCHES AND 14 INCHES RESPECTIVELY, BELOW
THE LIQUID LEVEL IN TANKS WITH A LIQUID DEPTH OF LESS
THAN 40 INCHES, AND 16 AND 18 INCHES RESPECTIVELY, IN
TANKS WITH LIQUID DEPTH OF 40 INCHES OR GREATER.
THE DISTANCE BETWEEN THE OUTLET BAFFLE AND THE
OUTLET SHALL NOT EXCEED SIX INCHES. BAFFLES SHALL BE
CONSTRUCTED OF A DURABLE MATERIAL NOT SUBJECT TO
CORROSION, DECAY OR CRACKING.
TO DIST. BOX
MIN. SLOPE
1/8" PER FOOT
FROM SEPTIC -
TANK
1. ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW YORK
STATE DEPARTMENT OF HEALTH AND SHALL BE PRECAST CONCRETE
AS MANUFACTURED BY FORT MILLER OR EQUIVALENT.
2. ALL STRUCTURES TO BE PLACED ON FIRM, COMPACT SAND OR
GRAVEL FOUNDATION. WHEREVER EXISTING FOUNDATION CONDITIONS
ARE UNSUITABLE, CRUSHED STONE SHALL BE PLACED AS
NECESSARY TO ACHIEVE A STABLE FOUNDATION.
3. SEPTIC TANKS INSTALLED IN TRAFFIC AREAS SHALL BE EXTRA HEAVY
CONSTRUCTION DESIGNED FOR H-20 WHEEL LOADING.
-O"
OVERFILL TO ALLOW
FOR SETTLEMENT
E:ka
INLET BAFFLE
2'-0"
o%RITH-�L
2" MAX.
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6'-0'
N
MAXIMUM SEASONAL HIGH
GROUNDWATER ELEVATION
_STANDARD ABSORPTION TRENCH SECTION
N.T.S.
18" MAX.1-����IIII,„I
12" MIN.
N_1_�
a
PEA —
GRAVEL
CONCRETE OR STONE
MARKER ABOVE ALL
BURIED COVERS
RECOMMENDED.
OVER
ES
#1 DISTRIBUTION BOX
BY FORT MILLER OR
EQUAL
ALL OUTLET INVERTS
TO BE SET AT
EXACTLY THE SAME
ELEVATION.
(USE OF SPEED LEVELERS
REQUIRED)
DISTRIBUTION BOX
N.T.S.
15% MAXIMUM
CROSS SLOPE
ON SLOPED SITES
UNTREATED BUILDING PAPER,
OR GEOTEXTIL.E.
4" PERFORATED LATERAL
LABELED AS FULLY MEETING
ASTM STANDARDS FOR USE IN
SEPTIC SYSTEMS.
3/4" TO 1 1 /2"
WASHED CRUSHED STONE
(MAXIMUM DEPTH OF CRUSHED
STONE SHALL NOT EXCEED 30")
(THERE SHALL BE NO SUBSTITUTION OF TRENCH
WITH LEACHING CHAMBERS UNLESS
APPROVED BY NYS DOH)
6" MIN.
. . . . . . . . . .
• �Ii �i i
4" PERFORATED PVC LATERAL.
SLOPE 1 /16"-1 /32" PER FT.
NOTES:
1. END OF ALL DISTRIBUTOR PIPES MUST BE
PLUGGED UNLESS INTERCONNECTED.
2. ALL LATERALS TO BE OF EQUAL LENGTH.
STANDARD ABSORPTION TRENCH PROFILE
N.T.S.
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 EDITION(S) OF THE NEW YORK STATE
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
SEPTIC TANK TO HAVE SCH 40 PVC "r AT INLET AND OUTLET.
- INLET 12" BELOW FLOW LINE, 6" ABOVE FLOW LINE
- OUTLET 14" BELOW FLOW LINE, 6" ABOVE FLOW LINE
3" AIR SPACE ABOVE "T" TO TOP OF TANK
NO ROOF, FOOTING, FLOOR, COOLING WATER, BACKWASH DRAINS, ETC., SHALL BE
CONNECTED TO THE SEWAGE SYSTEM. NO SUMP PUMP, CONDENSATE, WATER
SOFTENER, SPAS, OR HOT TUBS SHALL BE DRAINED INTO THE SYSTEM.
THERE SHALL BE NO CONSTRUCTION OF SEPTIC SYSTEMS WITHIN 100' OF A
CLASSIFIED BODY OF WATER.
HOUSE TO SEPTIC TANK: 4*0 PVC SCHEDULE 40 WITH TIGHT JOINTS, MINIMUM
SLOPE 1/4" PER FOOT. SEPTIC TANK TO DISTRIBUTION BOX: 4"0 PVC SDR 26
WITH TIGHT JOINTS, MINIMUM PITCH 1/8" PER FOOT. SANITARY DISPOSAL FIELD:
4"d PERFORATED PLASTIC PIPE MAXIMUM SLOPE 1 /16" PER FOOT, CAP ALL ENDS.
THE BEST DESIGNED AND INSTALLED SEPTIC SYSTEM WILL EVENTUALLY FAIL TO
FUNCTION PROPERLY WITHOUT PERIODIC MAINTENANCE. INADEQUATE SEPTIC TANK
MAINTENANCE CAN RESULT IN CLOGGING OF THE TANK AND SEWAGE BACKUP INTO
THE HOME AND/OR SEWAGE OVERFLOW ONTO THE GROUND SURFACE. FAILURE TO
PERIODICALLY CLEAN A SEPTIC TANK COMMONLY RESULTS IN CLOGGING OF SOIL
SURROUNDING THE ABSORPTION FILED BY OVERFLOWING SOLIDS NOT REMOVED BY
THE SEPTIC TANK.
THIS DESIGN IS INTENDED TO PROVIDE SUBSURFACE SEWAGE DISPOSAL ONLY FOR
THE LOT IT IS SHOWN ON. NO ADDITIONS INVOLVING LIVING OR SLEEPING AREAS
MAY BE ADDED TO THIS BUILDING WITHOUT THE APPROVAL OF THE BOARD OF
HEALTH, TOWN OF QUEENSBURY AND REDESIGN OF THE SUBSURFACE DISPOSAL SYSTEM.
THE SEAL AND SIGNATURE ON THIS PLAN SPECIFICALLY EXCLUDES CERTIFICATION FOR
FUTURE EXPANSION OR REPLACEMENT.
DWELLING IS TO HAVE WATER SAVING FIXTURES, INCLUDING BUT NO LIMITED TO:
LESS THAN 2 GPM SHOWER HEADS, LOW WATER USE TOILETS, SINK FLOW
RESTRICTORS. OBSERVE WATER CONSERVATION PRACTICES.
SEPTIC TANK SHALL BE INSPECTED ANNUALLY TO DETERMINE SCUM AND SLUDGE
ACCUMULATION BY THE HOMEOWNER OR A QUALIFIED SEWAGE HAULER. THE
AMOUNT OF BUILD-UP NOTED AT EACH INSPECTION SHOULD BE RECORDED AND
MAINTAINED BY THE HOMEOWNER. THE TANK SHALL BE PUMPED WHENEVER THE
BOTTOM OF THE SCUM LAYER IS WITHIN 3" OF THE BOTTOM OF THE OUTLET
BAFFLE OR SANITARY "T". THE PUMP -OUT CLEARANCES ALSO APPLY TO ANY
CHAMBER IN MULTI -COMPARTMENT TANKS OR TO TANKS IN SERIES. MOST TANKS
SHOULD BE PUMPED OUT EVERY TWO TO THREE YEARS.
WHEN SEPTIC TANK IS PUMPED, THE SEPTIC TANK, BAFFLES/TEES, HOUSE SEWER
CONNECTION AND OUTLET SHALL BE INSPECTED. BAFFLES/TEES THAT HAVE
DETERIORATED AND NO LONGER PERFORM AS DESIGNED SHALL BE REPLACED.
CRACKED OR BROKEN LINES MUST BE REPAIRED OR REPLACED.
ANY COMPANY EMPLOYED TO CLEAN AND SERVICE THE SEPTIC TANK MUST BE A
DEC PERMITTED SEPTAGE HAULER. SEPTIC TANKS SHOULD NOT BE WASHED OR
DISINFECTED AFTER BEING PUMPED OUT.
SEPTIC TAN!' ADDITIVES SHALL NOT BE USED IN THE SEPTIC SYSTEM. ADDITIVES
ARE UNNECESSARY FOR THE PROPER OPERATION OF DISPOSAL SYSTEMS AND
MAY CAUSE THE SLUDGE AND SCUM IN THE SEPTIC TANK TO BE DISCHARGED
INTO THE ABSORPTION FIELD, RESULTING IN PREMATURE FAILURE.
DO NOT DISPOSE OF EXCESS GREASE OR FAT INTO THE SEPTIC
SYSTEM. DO NOT POUR OR DUMP ABNORMAL AMOUNTS OF CLEANING CHEMICALS
OR CLEANERS INTO SINKS OR TOILETS.
WHENEVER SEPTIC TANKS ARE TO BE ABANDONED IN THE EVENT OF PUBLIC
SEWERS ARE INSTALLED TO HANDLE HOUSEHOLD WASTES, THE TANKS SHOULD BE
REMOVED OR PUMPED OUT AND FILLED WITH SOIL TO PREVENT FUTURE CAVE-IN.
NO VEHICULAR TRAFFIC OR PARKING SHALL BE ALLOWED ON ANY PORTION OF
THE ABSORPTION FIELD OR THE SEWAGE DISPOSAL SYSTEM.
FINAL GRADE SHOULD BE GRADED SO AS TO DIVERT ANY RUN-OFF AWAY FROM
THE ABSORPTION FIELD.
GRADING NOTES
BEFORE ANY CLEARING OR GRUBBING OF THE SITE IS INITIATED, AND DURING
EARTHWORK PHASES, SEDIMENT TRAPS SHALL BE CONSTRUCTED IN ALL STORM
SWALES AND DITCHES.
AFTER EVERY STORM EACH SEDIMENT TRAP SHALL BE INSPECTED BY THE CONTRACTOR FOR
FAILURES OR CLOGGING. ANY FAILURE OR CLOGGING SHALL BE IMMEDIATELY CORRECTED.
ALL BARE -EARTH AREAS SHALL BE SEEDED AND MULCHED AS SOON AS IS REASON-
ABLY POSSIBLE TO PREVENT EROSION. AND EVERY BARE -EARTH AREA SHALL BE
SEEDED AND MULCHED BY OCTOBER 1 ST. TEMPORARY RAPIDLY GROWING COVER
CROPS, SUCH AS RYE GRASS AND MILLET MAY BE USED FOR TEMPORARY SURFACE
SMALL BENCHES AND TEMPORARY INTERCEPTOR DITCHES, INCORPORATING SEDIMENT
TRAPS. SHALL BE CONSTRUCTED WHERE LONG SLOPES ARE STRIPPED OF COVER
GRASSES. OR WHERE FILL AREAS ARE EXTENSIVE.
NEW SWALES AND UNLINED DITCHES SHALL INCORPORATE MATTING OR NETTING
OVER SEED AND MULCH WHEN THE INVERT SLOPE EXCEEDS 2X ALL SWALES AND
UNLINED DITGIES SHALL. BE SEEDED WITH REED -CANARY GRASS FOR FOUR (4)
FEET EITHER SIDE OF THE SWALE OR DITCH CENTERLINE, AT A RATE OF 25
POUNDS PER ACRE. AFTER JUNE. ALL SEEDING SHALL ALSO BE IMMEDIATELY MULCHED.
@l 1�7 ► �• �Li ►1:: ► �► � `. ��► `!al ► Ill.► 1► 11 .
FINAL GRADING SHALL BE DONE TO ACCOMPLISH POSITIVE DRAINAGE
AWAY FROM WILDING AT 6" IN 10' MINIMUM SLOPE.
No.1 DESCRIPTION I DATE
REVISIONS
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WORK IS TO BE AS SHOWN &
NOTED AND IN ACCORDANCE
WITH MANUFACTURER'S
RECOMMENDATIONS, TRADE
ASSOCIATION PUBLISHED
RECOMMENDATIONS AND
GENERALLY ACCEPTED LOCAL
CONSTRUCTION INDUSTRY
PRACTICES.
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ACAD\IBS\0MTT\SEPTIC-PLAN
SCALE AS NOTED
DRAWN BY
DRAWNG TITLE
SEWAGE
DISPOSAL
DETAILS &
NOTES
DRAWING No.
C-2