2011-267 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: P20110267 Date Issued: Thursday, December 27, 2012
This is to certify that work requested to be done as shown by Permit Number P20110267
has been completed.
Tax Map Number: 523400-297-018-0001-006-000-0000
Location: 440 RIDGE Rd
Owner: DENISE A DIRESTA
Applicant: DENISE A DIRESTA
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& ode PN40rcernent
Planning Board or Zoning Board of Appeals.
TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
Community Development-Building&Codes (518)761-8256
BUILDING PERMIT
Permit Number: P20110267 Application Number: A20110267
Tax Map No: 523400-297-018-0001-006-000-0000
Permission is hereby granted to: DENISE A DIRESTA
For property located at.- 440 RIDGE 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. Tve of Construction Value
Owner Address: DENISE A DIRESTA Septic Alteration Residential
440 RIDGE Rd Total Value
QUEENSBURY;NY 12804-0000
Contractor or Builder's Name/Address Electrical Inspection Agency
I.B.S. SEPTIC
2 LOWER WARREN STREET
OUEENSBURY.NY
Plans&Specifications
2011-267
septic alteration residential
$40.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Friday,June 08,2012
(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 Town of ueens ury; ede da�e 08,2011
SIGNED BY '� for the Town of Queensbury.
Director of_Building&Code Enforcement
Revised 4/14/2010
OFFICE S ONLY �`
TAMO. PERMIT NO. PERMIT FEE—�t
APPROVALS: ZONING TOWN CLERK
APPLICATION FOR SEPTIC DISPOSAL SYSTEM PERMIT:
A PERMIT MUST BE OBTAINED BEFORE WORK BEGINS. APPLICATION IS SUBJECT TO REVIEW BEFORE
ISSUANC OF A VALID PERMIT _
OWNER: INSTALLER:
ADDRESS: r ( U(, ADDRESS:
PHONE NOS. / PHONE NOS. 1
LOCATION OF INSTALLATION:
RESIDENCE INFORMATION:
YEAR BUILT NO.OF X COMPUTATION = TOTAL AI Y LOW
BED O Gallons per bedroom GARBAGE GRIN
P4
1980 or older X 150 = INSTALLED?
1981-1991 X 130 = 1- SPA OR HOT TU
1992-present X 110 = INSTALLED?
PARCEL INFORMATION:
✓ TOPOGRAPHY: FLAT ROLLING. STEEP SLOPEA M %SLOP 4
✓ SOIL NATURE: SAND / LOAM, CLf� OTH 7�/EP/
✓ GROUNDWATER: AT WHAT DEPTH?
✓ BEDROCKIIMPERVIOUS MATERIAL: AT WHAT—DEPTH?.
✓ DOMESTIC WATER SUPLY: MUNICIPALWE (If well:water supply from any septic system absorption is:i� ft
✓ PERCOLATION TEST: RATE IS PER MIINUTE 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).
N
TANK SIZE: /0--4016-GALLON(MIN.SIZE IS 1,000 GAL.)Add 250 gallons to the size of the septic tank for �`Zc�S�G�tJ
each garbage grinder,spa or,whirlpool tub.
SYSTEM PE:
ABSORPTION FIELD(WITH NO.2 STONE) Total lengtl��ft. Each trench X
❑SEEPAGE PIT(S)(WITH NO.3 STONE) How many? Size?
❑ALTERNATIVE SYSTEM Bed or other type?
❑HOLDING TANK SYSTEM Total required capacity?Affl__Jank size?//`�D—Number of tanks?
M
NOTE: ALARM SYSTEM AND ASSOCIATED ELECTRICAL WORK UST 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 the and all requirements of the Town of Queensbury QUESTIONS? CALL 71i1-8256 OR EMAIL
Sanitary Disposal Ordinance. codesCaDaueensbury.net
VISIT OUR WEBSITE FOR MORE INFORMATION
SibT rature of Person Responsible baie www.aueensbury.net
Town of Queensbury* Community Development Office*742.Bay Road, Queensbury NY 12804
LAS
Septic Inspection Report
Office No. (518) 761-8256 Date Ins coon re st rec
Queensbury Building &Code Enforcement Arrive: m De = am
742 Bay Rd., Queensbury, NY 12804 Inspector's Initials•
NAME: Cx"
r le-3�� ERMIT NO.: — QD
LOCATION: U INSPECT ON: l;?—, —Z 7—i 7
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 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 N
Location/Separations
Foundation to tank ft.
Foundation to absorption
Separation of Pits ft.
Conforms as per Plot Plan _N
Engineer Report and As-Built Y N
ETU Maintenance Contract Y_N
provided
Location of System on Property:
Front Re Left Side Right Side Middle Front Middle Rear
System Use Sta s:
Approved
Partial Approved and needs to be re-inspected, please call the Building &Codes Office
Disapproved
L:\Pam Wh1ting\2010\Bu11ding Codes Fonns\Inspection Forms\Septic Inspection Report 03 2910.doc
RUCINSKI HALL ARCHITECTURE
Ronald Richard Rucinski
Ethan Peter Hall
627 Maple Avenue
Saratoga Springs NY 12866
Voice 518 580 1905
Fax 518 584 5012
Email ephali@nycap.rr.com
Septic As-built for Diresta Residence
13 June 2011
John O'Brien —Town of Queensbury Building Department - (r
742 Bay Road
Queensbury NY 12804 DEC 26
Re: Septic As-built for 440 Ridge Road
John,
At the above referenced project location I observed the installation of the sewage disposal system
including the septic tank, distribution boxes and tile field laterals 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.
DAP—
Regards, s
p a
r•
Ethan Peter Hall
Architect
Y:\Ivan Bell Septic(IBS)\Diresta ResidenceTetter 13 June 201 Ldoc
y kL)ry
Septic Inspection Report
Office No. (518)761-8256 Date Ins on ed:
Queensbury Building&Code Enforcement Arrive: epart: am
742 Bay Rd., Queensbury, NY 12804 Inspector's In
NAME: P . II•NO.:
LOCATION: PECT ON:
RECHECK:
Comments and/or diagram
Soil T oa
Ty of Wa M ell Water
Waterline se aration distance ft.
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
Length of each trench ft.
Depth of trenches ft.
Size of Stone Z .
Seepage Pits: Number
Size: x
Stone Size:
Piping Size Type
Building to tank
Tank to Distribution Box � C.
Distribution Box to Field Pit
Opening Sealed: _ N
End Ca _ N
Inlet/Outlet Pipes&Baffles N
Manholes 12"or less below grade _ _N/
[provide extension collar if Yes Y v1�
Location Separations
Foundation to tank ft.
Foundation to absorption ft.
Separation of Pits ft.
Conforms as per Plot Plan Y U
Engineer Report and As-Built _Y — C� s 6N
ETU Maintenance Contract _Y_ N
provided
Location of System on Property:
Front ;R�er Left Side Right Side Middle Fron Middle Rear
System Use Stat
Approved
Partial Approved and needs to be re-inspected, please call the Building &Codes Office
Disapproved
L:\Pam Whiting\2010\80ding Codes Farms\Inspection Forms\Septic Inspection Report_03 2910.doc
04
"I have seen or observed, or believe I saw evidence of,
all h,��cts such as houses, wells, trees, fences, etc.,
sh-:-,sA.fn on this document. I also represent that I have
pnrsoaiall easu red the dis ces set forth on 71
drama..IF
Slay- RE DATE
I
/ EXISTING DRYWELL
PT-2
TO BE REMOVED
O EXISTING TANK
PT-1 TO REMAIN
TP-- .. +, 1 EXISTING TILE FIELD
(3 LATERALS AT 50'—�0
TO BE ABANDONED
L.
EXISTING PLOD" PLAN
NO SCALE
0 25 50 75 100
GRAPHIC SCALE
TEST PIT INFORMATIO
TEST PIT IfI MATION TAKEN 20 APRIL 2011 BY
ETHAN P. HALL — RUCINSKI HALL ARCHIETURE
WITNES$ BY IVAN BELL — IBS SEPTIC
TP _
0-60 71PSOIL. MEDIUM BROWN LOAM
6-18" h EDIUM GRAY/BROWN SAND
18-3r GRAVELAOAM MEDIUM BROWN
32-48' MEDIUM /DARK BROWN LOAMY GRAVEL
48-60' BROWN/RED GRAVEL SOME TRADE CLAY
6-18" =DIUM GRAY/BROWN SAND
NO RODT SYSTEM ENCOUNTERED ® 28"
NO MOrQJING
NO WAFER SEEPING
"wit
II
PERCOLATION TEST INFORMATION
PERCOLATION TEST INFORMATION TAKEN 20 APRIL 2011 BY
ETHAN P. HALL — RUCINSKI HALL ARCHITECTURE
PT-1
PERFORMED IN THE TOP
22" OF
SOIL LOCATED
BEHIND EXISTING
SINGLE
FAMILY
RESIDENCE (SOUTH SIDE)
1st
TEST
3 min.
45 sec.
2nd
TEST
4 min.
10 sec.
3rd
TEST
4 min.
20 sec.
4th
TEST
4 min.
25 sec.
5th
TEST
4 min.
25 sec.
PT-2
PERFORMED IN THE TOP
24" OF
SOIL LOCATED
BEHIND EXISTING
SINGLE
FAMILY
RESIDENCE (NORTH SIDE)
1st
TEST
3 min.
55 sec.
2nd
TEST
4 min.
15 sec.
3rd
TEST
4 min.
30 sec.
4th
TEST
4 Min.
45 sec.
5th
TEST
4 min.
50 sec.
FOR SEWAGE DISPOSAL DESIGN USE 5-7 MIN. SOIL
WIS
so LF
l'-&
APPROXIMATE OUTLINE
OF IMPORTED SAND
FILL FOR NEW TILE
FIELD BED.
PROPOSED PLOT PLAN
NO SCALE
0 25 50 75 100
GRAPHIC SCALE
SEPTIC SYSTEM DESIGN
DESIGN FLOW — EXISTING 3 BEDROOM HOUSE WITH STANDARD WATER
SAVING FIXTURES AT 130 gpd PER BEDROOM - 390 gpd
EXISTING SEPTIC TANK — 1,000 gal TANK TO °E REUSED FOR REBUILT SYSTEM
ABSORPTION FIELD — 5 to 7 MIN. PERC. RATE — APPLICATION RATE
1.0 gal/day/sq. ft. — 390 gpd DIVIDED BY 1.0 gal/day/sq. ft. =
390 sq. ft. OF TRENCH REQ'D. AT 2' WIDTH PER LATERAL USE 6 LATERALS
AT 35' = 420 sq. ft. OF APPLICATION AREA.
FA
TOWN OF QUEENSBURY
BUiLDING &0{ . �8 PT.
ReVi wed By:
Date: �.+..
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No. DESCRIPTION I DATE
REVISIONS
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ENDATIONS AND
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CAD FILE NAME
ACAD\IBS\OM TT\SEPTI C— PLAN
SCALE AS NOTED
DRAWN BY
DRAWING TITLE
SEWAGE
DISPOSAL
PLANS &
CALCULATIONS
DRAWING No.
C- 1
SEWAGE DISPOSAL SYSTEM NOTES
RECOMMEND ALL ACCESS
CONCRETE OR STONE
APPROXIMATE
F& CLEANWT OPERIGS
BE RAISED TO 6 BELOW
MARKER ABOVE ALL
FINISH GRADE
FINISH GRADE.
BURIED COVERS
LIJSHED
D�
RECOMMENDED.
=
m
INLET BAFFLE 12" MIN.
OVER OVER
#1 DISTRIBUTION BOX
3"
BY FORT MILLER OR
MIPE
F
LIQUIDLEVEL
TO DIST., BOX
aEQUAL
FROM SEPTIC--- 2" PVC0
JUCTURE
1/4PER FOOT
MIN. SLOPE
TANK
1/8" PER FOOT
SEPTIC TANK
m°°�
LL OUTLET INVERTS
BY FORT MILLER OR
INLET & OUTLET
TO BE SET AT
EQUAL
BAFFLES
PEA
EXACTLY THE SAME
a z x
GRAVEL
ELEVATION.
o
(USE OF SPEED LEVELERS
REQUIRED)
0 0 o
c
M 40d
DISTRIBUTION
BOX
MINIMUM 2x WIDTH
MAXIMUM 4x WIDTH
N.T.S.
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 UQUID LEVEL IN TANKS WITH A UQUID DEPTH OF LESS
THAN 40 INCHES, AND 16 AND 18 INCHES RESPECTIVELY, IN
TANKS WITH UQUID 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.
2" MAX.
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.
2'-0"
rl
4'-0"
OVERFILL TO ALLOW
FOR SETTLEMENT
N
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6'-0'
2'-0"
z
d-
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MAXIMUM SEASONAL HIGH —
GROUNDWATER ELEVATION
STANDARD ABSORPTION TRENCH SECTION
N.T.S.
18" MAX.
2" MAX.
6"E
SLOPE
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.
15X MAXIMUM
CROSS SLOPE
ON SLOPED SITES
UNTREATED BUILDING PAPER,
OR GEOTEXTILE.
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.
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 UNE
— OUTLET 14" BELOW FLOW UNE, 6" ABOVE FLOW UNE
3" AIR SPACE ABOVE Or TO TOP OF TANK
NO ROOF, FOOTING, FLOOR, COOUNG 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 SEP11C 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"O 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 UVING 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.
DWEWNG IS TO HAVE WATER SAVING FIXTURES, INCLUDING BUT NO UMITED 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 QUAUFIED 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 TANK 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 PUBUC
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 1ST. 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 UNUNED DITCHES SHALL INCORPORATE MATTING OR NETTING
OVER SEED AND MULCH WHEN THE INVERT SLOPE EXCEEDS 2X ALL SWALES AND
UNUNED DITCHES 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.
WI , -11#lzi s`� • -• • • •- •
FINAL GRADING SHAD. BE DONE TO ACCOMPUSH POSITIVE DRAINAGE
AWAY FROM BUILDING 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.
CAD FILE NAME
ACAD\I BS\OVITT\SEPTIC-PLAN
SCALE AS NOTED
DRAWN BY
DRAWING TITLE
SEWAGE
DISPOSAL
DETAILS &
NOTES
DRAWING No.
C-2