2014-617 ooTOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201
Community Development - Building Sc Codes (518) 761-8256
CERTIFICATE OF COMPLIANCE
Permit Number: P20140617 Date Issued: Wednesday, August 10, 2016
This is to certify that work requested to be done as shown by Permit Number P20140617
has been completed.
Tax Map Number: 523400-303-016-0001-020-000-0000
Location: 68 QUEENSBURY Ave
Owner: STEPHEN & LINDA BUSH
Applicant: STEPHEN & LINDA BUSH
This structure may be occupied as a:
Septic Alteration Residential
oTest Pit / Perc Test Review TownBy OF
Town Board
F QUEENSBURY
Issuance of this Certificate of Compliance DOES NOT relieve the CaviP 4
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
S-0,31742 Bay Road,Queensbury,NY 12804-5902 (578)761-8201
Community Development- Building&Codes (518)761-8256
BUILDING PERMIT
Permit Number: P20140617 Application Number: A20140617
Tax Map No: 523400-303-016-0001-020-000-0000
Permission is hereby granted to: STEPHEN & LINDA BUSH
For property located at: 68 QUEENSBURY Ave
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: STEPHEN & LINDA BUSH Septic Alteration Residential
68 QUEEN SBURY Ave Test Pit/Perc Test Review
QUEEN SBURY,NY 12804 Total Value
Contractor or Builder's Name /Address Electrical Inspection Agency
Plans& Specifications
2014-617
Deep Hole/Perc Test 12/01/14
Res. Septic Alteration 12/19/14
$200.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Tuesday,December 01,2015
(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 o Quee bury; �ylo i I y f 1 ecember 01,2014
SIGNED BY �CJ/ a/Ak_ for the Town of Queensbury.
Director of Building&Code Enforcement
.1 Community Development Office
\.:--,::5,,,-, 4.0Town of Queensbury - 742 Bay Road = Queensbury, New York -12804 ' .
DEC 19 2014
Office Use Only
• I
TAX MAP NO. PERMIT NO. I4-4','7 PERMIT FEE !d
APPROVALS: ZONING TOWN CLERK V
APPLICATION FOR SEPTIC DISPOSAL SYSTEM PERMIT: A PERMIT MUST BE OBTAINED
BEFORE 1NOI\�^{�(7R-EpGINS.AP L/ICA`1T1_ON IS SUBJECT TO REVIEW�EF'RE ISSUANCE OF A VALID PERMIT.
OWNER: l 1 1, V e F(L3 ✓' INSTALLER: _ I L i 1 L. .•
ADDRESS: `C��'][ C�Ob�(J�• Ave ADDRESS: I c w rrr� (� �1 tr^ r P^� 4
PHONE NOS. 1 f )� l A \ PHONE NOS. -/ -I� -1 V\
LOCATION OF INSTALLATION: L Chi
1 " - RESIDENCE INFORMATION:
YEAR BUILT
NO. X COMPUTATION = TOTAL DAILY FLOW
BEDROOMS (Gallons per bedroom) GARBAGE GRINDER
1980 or older L. X 150 = R S 0 INSTALLED? (YR
1981-1991 t X — 130 = SPA OR HOT TUp
1992-pressen X 110 = INSTALLED? Nr.
PARCEL INFORMATION:
I TOPOGRAPHY: FIAT ROL,LI/N /'V STEEP SLOPE ((1r
-' %SLOPE
I SOIL NATURE: SAND ✓ LOAM Str - CLAY IV ' OTHER
✓ GROUNDWATER: AT WHAT DEPTH? I lT��}F
✓ BEDROCK/IMPERVIOUS MATERIAL: AT WHAT EPTH? IV A-
✓ DOMESTIC WATER SUPLY: MUNICIPAL E /' t J WELLS(IL weft water supply from any septic system absorption is: ft)
I PERCOLATION TEST: RATE IS IV ( PER MIINUTE PER INCH[mpg (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: I VV U 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: - r •
t
❑ABSORPTION FIELD(WITH NO.2 STONE) Total length 2 ft. Each trench V5 X f
❑SEEPAGE PIT(S)(WITH NO.3 STONE) How many? Size? N
O ALTERNATIVE SYSTEM Bed or other type? V l r p
❑HOLDING TANK SYSTEM Total required capacity? . 11 P V Tank size? j Number of tanks?I� 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 Queensbury QUESTIONS? CALL 761-8256 OR EMAIL
Sanitary Se Disposal Ordinance. c I codes(�Dqueensburv.net
` /l VISIT OUR WEBSITE FOR MORE INFORMATION
Signal=
eResponsible ate www.queensburv.net
aTown of Queensbury• Building&Codes Enforcement Office•742 Bay Road• Queensbury,NY 12804
DEEP HOLE/PERC TEST B Pt ti .Li 1-7
/�,I,, , Request for Town Engineer Review �Q Q
Property Owner t4 Su 1- Phone: SIB-iia-4116
Property Owner's (te ��� A ., Qu 1 ( ,t f 12804
Address: p t �" ' Nie
/��`1 G
Location of Test: tSC7 c2U U YPI AtJEr Tax ID Si: 03.lb- l -2b
*Applicant's Engineer. a . / - fnnC.116-4 - � Phone: 6580-161 OSS
Applicant's Agent: kPN -. {J W
A1-4
Phone: ✓fly- ear:
Additional Notes:
1.Reason for Request? New Septic System I V Replacement Septic System Failed Septic System
U Subdivision n Site Plan Review
2.Are Wetlands present? YES 17( NO UNKNOWN
*Note: Applicant is required to engage an engineer for design and testing of the system. The Town
Engineer's responsibility is to witness system testina only. 1 i!
PLOT PLAN: Plot plan, to scale, to be submitted with application i j LC
0 1 Z014 �fl
FEE SCHEDULE: TO -.i
a. $200 Flat Fee Date Paid: -: y 8
Check No.: ;a
b. OR Fee to be determined during To Be Determined:
Site Plan /Subdivision review process
SIGNATURE:
In carrying out the provisions of Article IV, the Local Board of Health or the enforcement officer may
engage the services of a qualified professional consultant for expert review and recommendation arising
from the carrying out of the provisions of Art IV, including but not limited to the review of plans,
specifications and reports, attendance at inspections, dye tests, deep hole test pits, septic related deep
hole and percolation tests, system installations, and any other aspect of any matter contained in this Art.
IV, and any costs incurred in such review shall be paid to the Town by the owner of the property before
any approval can be granted under this Art. IV shall become effective within 30 days of presentment of an
invoice for same, whichever is sooner. Such costs shall not exceed $1,500 without prior written notice to
the party to be charged with same.
My signature below indicates I have thoroughly read and understand the instructions, agree to the
submission requirements and have completed the application. I also fully understand that additional
engineering fees may be necessary per Town of Queensbury Local Law 136-14D.
SIGNATURE OF APPLICANT: e// Date: {
SIGNATURE OF AGENT: Date: / DEC
Date:
Original (B&C File) Canary (Planning) Pink(Applicant) Gold (Town Clerk)
Town of Queensbury Building &Code Enforcement
Office No. (518)761-8256
Septic Inspection Report
Inspection request received:
Name: g .LA Inspected on: I" 10— I ..
/� �
Location: (e? 1).C- O IK)EArrive: :=I►>' 4!. ..m.
Permit No.: \LI-4 ti Inspector's Initials: A A
Co J, -ntsandlordia•ram
Soil Type: Sand!Loam I Clay
Type of Water: Municipal I Well Water
Waterline separation distance ft.
Well separation distance ft.
Other wells: ft.
Well Casing Length 50'+I- 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
AS Seepage Pits: Number BUILT
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 ft.
Separation of Pits ft.
Conforms as per Plot Plan _ _N
Engineer Report and As-Built Y_N
ETU Maintenance Contract provided _Y N
Location of S stem on Prose :
Front Re. Left Side Right Side Middle Front Middle Rear
S stem Use Stat
Approved
Partial Approved and needs to be re-inspected, please call the Building&Codes Office
Disapproved
CiY
Septic Inspection Report
Town of Queensbury Building & Code Enforcement f ) 9azfr1
Office No. (518)761-8256
Septic Inspection Report
Inspection request received:
Name: a it q h Inspected on: , - a •
Location: tO Q e Arrive: `,
Permit No.: PI -(p) '! -r Inspector's Initials:
IF-
Cats
Soil Type: San�Y tern Clay and/or dia•ram
Type of Wats : uma a ell Water
Waterline separation distance 57:, ft. 4-
Well separation distance ft.
Other wells: k
Well Casing Length 50'+/- Y_N_N/A
f150'to well required if NO]
Absorption Field: Total length 1.;—.0 ft.
Length of each trench ;c(Lio it.
Depth of trenches 7 ft.
Size of Stone
Seepage Pits: Number
Size: x
Stone Size:
Piping Size Type
Building to tank • itG_ it.7Cr: Li" (-)C-A yo
Tank to Distribution Box ‘_11t
Distribution Box to Field/Pit / t1 CZ r��
_iC1/' \-4 "60e-tic ' k"a)CZ�S tnCQ-F
Opening Sealed: N r /
End Cap N D i' `(n 1 `7
k---
Inlet/Outlet Pipes&Baffles Y/ N r i-4- (I ry p/
Manholes 17or less below grade tzy N// 'f eI SSC
[provide extension collar if Yes] Y .�N AUG 9 2016 111 L[J
Location/Separations TOWN OF QL EENSBURY
BUILDING& CODES
Foundation to tank rY�t'Tiajt. so 4-
Foundation to absorption ft. '.5d '-
Separation of Pits
Conforms as per Plot Plan —_Y Y t
Engineer Report and As-Built Y N
‘3E- V) ET��� 1�F1C 1
ETU Maintenance Contract provided _Y_N F\E\_
Location of S stem on Pro
Front RearLeft Side fight Side Middle Front Middle Rear
S stem Use Sta :
Approved Approved Approved and needs to be re-inspected,please call the Building&Codes Office
Disapproved
Septic Inspection Report
5_EFLIn aairm/ A P I iv-kIi?
I HAVE SEEN OR OBSERVED ALL OBJECTS
Bush Residence
SUCH AS HOUSES, WELLS, TREES, FENCES ETC: ,_
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El Town Boundaries
glr=g6PCSIO
2" MAX.
2'-0"
4,-0"
OVERFILL TO ALLOW
FOR SETTLEMENT
2,-0"
z
c -
N
MAXIMUM SEASONAL HIGH—I
GROUNDWATER ELEVATION
STANDARD ABSORPTION TRENCH SECTION
N.T.S.
PERCOLATION TEST INFORMATION
PERC TEST INFORMATION
TAKEN 11 DECEMBER 2014 BY
ETHAN P. HALL
- RUCINSKI
HALL ARCHITECTURE
WITNESSED BY
- RICKY ADAMS OF CHAZEN ASSOCIATES
PT -1
® ® ®
1st TEST
0'-58"
4th TEST V-08"
2nd TEST
1'-00"
5th TEST 1'-11"
3rd TEST
1'-04"
6th TEST 1'-12"
AIRIMMMMIN111111101ln
15% 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
/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)
18" MAX.
2" MAX.
6"E
SLOPE
4" PERFORATED PVC LATERAL,
SLOPE 1/16"-1/32" PER FT.
6" MIN.
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.
TEST PIT INFORMATION
TEST PIT INFORMATION TAKEN 11 DECEMBER 2014 BY
ETHAN P. HALL - RUCINSKI HALL ARCHITECTURE
WITNESSED BY - RICKY ADAMS OF CHAZEN ASSOCIATES
TP -1
0-12" TOPSOIL FROM SEPTIC TANK ---
12-24" REDDISH/BROWN MED. SAND
24-48" LIGHT BROWN SAND MED.
48-72" LIGHT BROWN/GRAY COURSE SAND
MOTTLING CSD 50"
WATER STANDING ® 66"
CONCRETE OR STONE
MARKER ABOVE ALL
BURIED COVERS
RUED RECOMMENDED.
INLET BAFFLE 1122"- MIN. OVER OVER
ALL STRUCTURES
#1 DISTRIBUTION BOX
BY FORT MILLER OR
EQUAL
GENERAL NOTES
INFORMATION SHOWN ON THIS DRAWING IS TAKEN
FROM A WARREN COUNTY TAX MAP
LEGEND
- - — - - — PROPERTY LINE
----------------- PROPERTY LINE SETBACKS
—E E E —E — UNDERGROUND ELECTRIC SERVICE
—ss —ss —sl—ss — SANITARY SEWER
—v —v —v —v — WATER SERVICE
E/P EDGE OF PAVEMENT
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.
CONTRACTOR SHALL CONTACT NEW YORK STATE DIG SAFE FOR LOCATION
OF ALL KNOW SITE UTILITIES PRIOR TO BEGINNING ANY EXCAVATION WORK
ON THE PROJECT.
2" PVC M
THE BUILDING AND/OR SEWAGE OVERFLOW ONTO THE GROUND SURFACE. FAILURE TO
o
PERIODICALLY CLEAN A SEPTIC TANK COMMONLY RESULTS IN CLOGGING OF SOIL
SEPTIC TANK TO HAVE SCH 40 PVC "T" AT INLET AND OUTLET.
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® ® ®
- INLET 12" BELOW FLOW LINE, 6" ABOVE' FLOW LINE
-
° L r °
D
N °$«° °g°S
ALL OUTLET INVERTS
N V }
�-
HEALT�i, TOWN OF MILTON AND REDESIGN OF THE SUBSURFACE DISPOSAL SYSTEM.
"°°��mg
Z�z
U1
FUTURE EXPANSION OR REPLACEMENT.
z
V -
'
W
DWELLING IS TO HAVE WATER SAVING FIXTURES, INCLUDING BUT NO LIMITED TO:
Z Q H
ow
EXACTLY THE SAME
ELEVATION.
NO ROOF, FOOTING, FLOOR, COOLING WATER, BACKWASH DRAINS, ETC., SHALL BE
SEPTIC TANK SHALL BE INSPECTED ANNUALLY TO DETERMINE SCUM AND SLUDGE
(USE OF SPEED LEVELERS
CONNECTED TO THE SEWAGE SYSTEM. NO SUMP PUMP, CONDENSATE, WATER
WORK IS TO BE AS SHOWN &
w N �
REQUIRED)
SOFTENER, SPAS, OR HOT TUBS SHALL BE DRAINED INTO THE SYSTEM.
NOTED AND IN ACCORDANCE
ywo
BAFFLE OR SANITARY "T". THE PUMP -OUT CLEARANCES ALSO APPLY TO ANY
WITH MANUFACTURER'S
CHAMBER IN MULTI -COMPARTMENT TANKS OR TO TANKS IN SERIES. MOST TANKS
THERE; SHALL BE NO CONSTRUCTION OF SEPTIC SYSTEMS WITHIN 100' OF A
RECOMMENDATIONS, TRADE
a J
pU/
CONNECTION AND OUTLET SHALL BE INSPECTED. BAFFLES/TEES THAT HAVE
0 2N2
0
LL
CLASSIFIED BODY OF WATER.
ASSOCIATION PUBLISHED
RECOMMENDATIONS
w,o
DEC PERMITTED SEPTAGE HAULER. SEPTIC TANKS SHOULD NOT BE WASHED OR
3
(o
AND
¢oz
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J
0
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OR CL SINKS
INTO NK OR TOILETS.
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SEWER$ ARE INSTALLED TO HANDLE HOUSEHOLD WASTES, THE TANKS SHOULD BE
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2" PVC M
THE BUILDING AND/OR SEWAGE OVERFLOW ONTO THE GROUND SURFACE. FAILURE TO
DESIGN FLOW - 4 BEDROOM HOUSE WITH WATER SAVING
PERIODICALLY CLEAN A SEPTIC TANK COMMONLY RESULTS IN CLOGGING OF SOIL
SEPTIC TANK TO HAVE SCH 40 PVC "T" AT INLET AND OUTLET.
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THE SEPTIC TANK.
® ® ®
- INLET 12" BELOW FLOW LINE, 6" ABOVE' FLOW LINE
-
° L r °
Fo
N °$«° °g°S
ALL OUTLET INVERTS
OUTLET 14" BELOW FLOW LINE, 6" ABOVE FLOW LINE
x
w No °n > L° w
HEALT�i, TOWN OF MILTON AND REDESIGN OF THE SUBSURFACE DISPOSAL SYSTEM.
"°°��mg
TO BE SET AT
3 AIR SPACE ABOVE "T" TO TOP OF TANK
FUTURE EXPANSION OR REPLACEMENT.
j
DWELLING IS TO HAVE WATER SAVING FIXTURES, INCLUDING BUT NO LIMITED TO:
GRAVEL
GRA
EXACTLY THE SAME
ELEVATION.
NO ROOF, FOOTING, FLOOR, COOLING WATER, BACKWASH DRAINS, ETC., SHALL BE
SEPTIC TANK SHALL BE INSPECTED ANNUALLY TO DETERMINE SCUM AND SLUDGE
(USE OF SPEED LEVELERS
CONNECTED TO THE SEWAGE SYSTEM. NO SUMP PUMP, CONDENSATE, WATER
WORK IS TO BE AS SHOWN &
AMOUNT OF BUILD-UP NOTED AT EACH INSPECTION SHOULD BE RECORDED AND
REQUIRED)
SOFTENER, SPAS, OR HOT TUBS SHALL BE DRAINED INTO THE SYSTEM.
NOTED AND IN ACCORDANCE
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
WITH MANUFACTURER'S
CHAMBER IN MULTI -COMPARTMENT TANKS OR TO TANKS IN SERIES. MOST TANKS
THERE; SHALL BE NO CONSTRUCTION OF SEPTIC SYSTEMS WITHIN 100' OF A
RECOMMENDATIONS, TRADE
WHEN SEPTIC TANK IS PUMPED, THE SEPTIC TANK, BAFFLES/TEES, HOUSE SEWER
DISTRIBUTION
CONNECTION AND OUTLET SHALL BE INSPECTED. BAFFLES/TEES THAT HAVE
DETERIORATED AND NO LONGER PERFORM AS DESIGNED SHALL BE REPLACED.
BOX
BOX
CLASSIFIED BODY OF WATER.
ASSOCIATION PUBLISHED
RECOMMENDATIONS
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
AND
NO ROOT LINE N.T.S. _ _ _ _ -- - - BUILDING TO SEPTIC TANK: 4 O 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"0 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
----- SEPTIC SYSTEM DESIGN— FRONT RESIDENCE MAINTENANCE CAN RESULT IN CLOGGING OF THE TANK AND SEWAGE BACKUP INTO
NEW
LOCA ON
1G SE C
L--------- J
MUNICIPAL WASTE
SERVICE
—v —v —v -
x
Ij
v
GARAGE
• •
NEW SEWAGE DISPOSAL
TILE FIELD WITH 5 LATE
CED 45'-0"
- ---- - -
rte___-_------------------,
------------------------------------------
I
--------------
-----------------------------------------
Wm
L _ _ _ ___ _ --------------
APPROXIMATE
_-__APPROXIMATE LOCATION OF
EXISTING 1250 GAL SEPTIC
TANK TO REMAIN
4 BEDROOM RESIDENCE
X
POOL
X
M
NU vtq[UULAK IKAtHU -UK VAKKING SHALL BE ALLOWED ON ANY PORTION OF
THE ADSORPTION FIELD OR THE SEWAGE DISPOSAL SYSTEM.
FINALGRADE SHOULD BE GRADED SO AS TO DIVERT ANY RUN–OFF AWAY FROM
THE A SORPTION FIELD.
BUILTAS
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.
xAFTER EVERY STORM EACH SEDIMENT TRAP SHALL BE INSPECTED BY THE CONTRACTOR FOR
FAILURES,' CLOGGING. ANY FAILURE OR CLOGGING SHALL BE IMMEDIATELY CORRECTED.
ALL BARE -EARTH AREAS SHALL BE SEEDED AND MULCHED AS SOON AS IS REASON- CAD FILE NAME
ABLY POSSBLE TO PREVENT EROSION, AND EVERY BARE -EARTH AREA SHALL BE
SEEDED AND MULCHED BY OCTOBER 1ST. TEMPORARY RAPIDLY GROWING COVER SCALE CROPS, SU kH AS RYE Y
GRASS AND MILLET MAY USED FOR TEMPORARY SURFACE AS NOTED
,
DRAWN BY
0
SMALL BENCHES AND TEMPORARY INTERCEPTOR DITCHES, INCORPORATING SEDIMENT
TRAPS, SHALL BE CONSTRUCTED WHERE LONG SLOPES ARE STRIPPED OF COVER DRAWING TITLE
GRASSES,
DR WHERE FILL AREAS ARE EXTENSIVE.
NEW ORATE MATTING OR NETTING
OVER SS ED ND MULCH MIEN THE WALES AND UNLINED SINVE T SLOPE SHALL PEXCEEDS 27. ALL SWAL S AND SEPTIC PLANS
UNLINED DIjCHES SHALL BE SEEDED WITH REED -CANARY GRASS FOR FOUR (4) NOTES AND
FEET EITHER SIDE OF THE SWALE OR DITCH CENTERLINE, AT A RATE OF 25
'POUNDS PE ACRE. AFTER JUNE, ALL SEEDING SHALL ALSO BE IMMEDIATELY MULCHED. DETAILS
ALL EROSION CONTROL MEASUREMENTS TO CONFORM TO NEW YORK STATE
GUIDELINES FOR URBAN EROSION & SEDIMENT CONTROL -
a.. C
�? DRA No.
l ' '
FINAL GRA NG SHALL BE DONE TO ACCOMPLISH POSITIVE DRAINAGE .� mNG ' C-1
��1r1
LLL iw.�
THE BUILDING AND/OR SEWAGE OVERFLOW ONTO THE GROUND SURFACE. FAILURE TO
DESIGN FLOW - 4 BEDROOM HOUSE WITH WATER SAVING
PERIODICALLY CLEAN A SEPTIC TANK COMMONLY RESULTS IN CLOGGING OF SOIL
FIXTURES AT 130 gpd PER BEDROOM = 520 gpd
SURROUNDING THE ABSORPTION FILED BY OVERFLOWING SOLIDS NOT REMOVED BY
THE SEPTIC TANK.
EXISTING SEPTIC TANK TO REMAIN FOR RE -BUILT SYSTEM
THIS DESIGN IS INTENDED TO PROVIDE SUBSURFACE SEWAGE DISPOSAL ONLY FOR
ABSORPTION FI D
FIELD USE 1-5 MIN. SOIL -APPLICATION RATE
E 1 E
ICAgal
THE LOT IT IS SHOWN ON. NO ADDITIONS INVOLVING LIVING OR SLEEPING AREAS
1.2 gal/day/sq. - gpd DIVIDED BY 1.2 day/sq. =
MAY BE ADDED TO THIS BUILDING WITHOUT THE APPROVAL OF THE BOARD OF
433 sq. ft. OF TRENCH REQ'D. AT 2' WIDTH PER LATERAL. USE 5 LATERALS
HEALT�i, TOWN OF MILTON AND REDESIGN OF THE SUBSURFACE DISPOSAL SYSTEM.
AT 45' = 450 sq. ft. OF APPLICATION AREA.
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
RESTR�CTORS.,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
SHOULI 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.
CRACKD 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
I
�i
INTO TE ABSORPTION FIELD, RESULTING IN PREMATURE FAILURE.
I
DO NOf DISPOSE OF EXCESS GREASE OR FAT INTO THE SEPTIC
VIII �
SYSTEM. DO NOT POUR OR DUMP ABNORMAL AMOUNTS OF CLEANING CHEMICALS
'I�III
II IIIIIIII�IIII
OR CL SINKS
INTO NK OR TOILETS.
II
`ANERS
WHENEVER SEPTIC TANKS ARE TO BE ABANDONED IN THE EVENT OF PUBLIC
SEWER$ ARE INSTALLED TO HANDLE HOUSEHOLD WASTES, THE TANKS SHOULD BE
REMOVED OR PUMPED OUT AND FILLED WITH SOIL TO PREVENT FUTURE CAVE-IN.
NU vtq[UULAK IKAtHU -UK VAKKING SHALL BE ALLOWED ON ANY PORTION OF
THE ADSORPTION FIELD OR THE SEWAGE DISPOSAL SYSTEM.
FINALGRADE SHOULD BE GRADED SO AS TO DIVERT ANY RUN–OFF AWAY FROM
THE A SORPTION FIELD.
BUILTAS
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.
xAFTER EVERY STORM EACH SEDIMENT TRAP SHALL BE INSPECTED BY THE CONTRACTOR FOR
FAILURES,' CLOGGING. ANY FAILURE OR CLOGGING SHALL BE IMMEDIATELY CORRECTED.
ALL BARE -EARTH AREAS SHALL BE SEEDED AND MULCHED AS SOON AS IS REASON- CAD FILE NAME
ABLY POSSBLE TO PREVENT EROSION, AND EVERY BARE -EARTH AREA SHALL BE
SEEDED AND MULCHED BY OCTOBER 1ST. TEMPORARY RAPIDLY GROWING COVER SCALE CROPS, SU kH AS RYE Y
GRASS AND MILLET MAY USED FOR TEMPORARY SURFACE AS NOTED
,
DRAWN BY
0
SMALL BENCHES AND TEMPORARY INTERCEPTOR DITCHES, INCORPORATING SEDIMENT
TRAPS, SHALL BE CONSTRUCTED WHERE LONG SLOPES ARE STRIPPED OF COVER DRAWING TITLE
GRASSES,
DR WHERE FILL AREAS ARE EXTENSIVE.
NEW ORATE MATTING OR NETTING
OVER SS ED ND MULCH MIEN THE WALES AND UNLINED SINVE T SLOPE SHALL PEXCEEDS 27. ALL SWAL S AND SEPTIC PLANS
UNLINED DIjCHES SHALL BE SEEDED WITH REED -CANARY GRASS FOR FOUR (4) NOTES AND
FEET EITHER SIDE OF THE SWALE OR DITCH CENTERLINE, AT A RATE OF 25
'POUNDS PE ACRE. AFTER JUNE, ALL SEEDING SHALL ALSO BE IMMEDIATELY MULCHED. DETAILS
ALL EROSION CONTROL MEASUREMENTS TO CONFORM TO NEW YORK STATE
GUIDELINES FOR URBAN EROSION & SEDIMENT CONTROL -
a.. C
�? DRA No.
l ' '
FINAL GRA NG SHALL BE DONE TO ACCOMPLISH POSITIVE DRAINAGE .� mNG ' C-1
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