HomeMy WebLinkAbout12.30.24 North Dyer Road & Drainage 0 r- �'-
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TEST HOLE #1 TEST HOLE #2
E.L. 27.0 —
E.L. 27.8 0.0' 0.0' E�'EIVED
TOPSOIL b,
DEC EC 3 0 202 $ '/ '
61°`L 6K HE NORTH� � �� IA.
—_�
1.0' 1 Southold Town
CLAY Planning Board i i p
SILTY & �'��� ��' ��' t� SUBJECT
SAND &GRAVEL SILTY SANDLn
PREMISES
/LOAM O THE CIRCLE
�+ � �i l � l
35.0' 38.0'WATER TABLE EL. -11.0 � 6gp'0WATER TABLE WATER IN 0�1
\ , _
EL. -7.2 SAND &GRAVEL
WATER IN
SAND &GRAVEL °
41.0' 44.0'
TEST HOLE •' / w ` �q/
TEST HOLE oo \ O N
WITNESSED BY WITNESSED BY V
SCDHS SCDHS 6`L �9 � \
ON 10/5/16 1p� ��' i \ I / V I (4�
ON 10/5/16 GROUNDWATER
GROUNDWATER ENCOUNTERED AT °58
ENCOUNTERED AT 38' BELOW GRADE. N ��99j L / / I I I I I �\ a
35 BELOW GRADE. / � �� � � / i I ��\ III �,
° 9'40 / / / � III �>L�
6 1 I I DWC�..LIN G a
i / � � \ ► \ \ IUSLS PRIVAT�WELL
SCALE 1 " = 600'
/ /
I
pN
ti \ / I
�P� ERM co
Ar� '6 i ,����/'� \\ \\ - / SEE PLAN & PROFILE & SHEET 2
/ � �
SGp,�EOp QNO' �I�\AN S 03° 18' �, E
� -44 27'
ASPREp, M — — F�'GG PROPOSED _ 5'
SCDHS TEST-WELL ��' /7 69. � �` ,�
NPR
W� ,( P 64 DWYER LANE DRAINAGE CALCULATIONS:
/ / \ 26'WIDE RCA ROAD DRAINAGE CALCULATIONS:
DWELLING 1p �3�' _ - o��o / �/� LOT 1 N / \
SES PRIVATE WELL i 1 — _ �� kj REQUIRED DRAINAGE:
5 _ _ 2/0 /� I D E LLI N G 26'X 1.0 X 2"/12"=4.33 CFIFT 12=2.17 CF/FT PER SIDE
"
USES PRIVATE WELL DRAINAGE PROVIDED:
PROVIDE DRAINAGE SWALE(SEE DETAIL BELOW): 2.31 CF/FT>2.17 CFIFT
w / �' /' /'' / p PROP• C��R�NG �o/ ��� �`� COMMON DRIVE DRAINAGE CALCULATIONS:
4 ' !� iT LbT 5
/ / / p� /i��\ �-�NI S ` cy/ 26'WIDE RCA ROAD DRAINAGE CALCULATIONS:
' / / 2 �, O vv� REQUIRED DRAINAGE:
o /' /' // �?6" G�EFPM Q—,_ — — � \ L� 12'X1.0X2'712"=2.0CF/FT
� —' — ', � Q�/ � �_ — _ DRAINAGE PROVIDED:
/ / / / / / D� \ �• o / / �1 PROVIDE DRAINAGE SWALE(SEE DETAIL BELOW): 2.31 CF/FT>2.0 CF/FT
CIA
L •T 6 / 32
46' co ^`n TEST HOLE #2
/ (LOCATED BY SCDHS)
�-
0
' ' 2%MIN.
II 50 °6 Dk�` - - >>��- - - - - - -�/ 2°�0 4' 1rx.
VACANT o S \
.. ' 11 I 1\ 1 \ h � e
NO WELL OR SEPTIC z 1 1 I \ ` - ` - - \_ ��o\N�\EN \\ \\\ \ /�` / (O VACANT 2.6
\ \ \\ 105 �\ \\ \ \ I / / 40 _/ - - - - - — —gyp \\
I \ / \\
_ _ _ _�RYW41-
OWTS (TYP.) \ \ \ 1 1 1 / 2 /
\ \ (TYP, \\ \ \ \ I \ \ / / / 4"GRAVEL AT BOTTOM OF SWALE
\OPEN SPACE \ I \\ \ I I\ / / �, z NO WELL OR SEPTIC SECTION
\ / \z , \ , \ \ / DRAINAGE SWALE SEC
\ \ TOTAL-�546,333 sq. t. I 1 I I \ / N ��,
`\ w� I/ UPLAND=\294,764 sq i ft. I I ► I �( 'm \ NOT TO SCALE
WETLANDS= 251 ,570 �. ft. '� OWTS (TYP.)
/ 1 I I ��/ \ L 0 T 3 I CV
C4IEq —�
/ /
\ 20
N 10°49 30-\ E\
60.72
DWELLING _ _ \ o
USES PRIVATE W ELL \ / I � \ `\ \\ R 30'-0"RIGHT-OF-WAY WIDTH
2'-0" 26'-0"PAVEMENT WITH 2'-
C\1 \
co \ `\ VACANT
\ � � / \ � toVO
— r O,' �_ _ _ — ` / \ \\ z I IT-0" 13'-0" I m
\ m �
44.1
O JJ Q �4 ' \ / \ CENTERLINE GRADE ;
0 20, �, S l LOT 7 \ NO WELL 0 2%MIN. I 2%MIN.
R SEPTIC ( 2% 1:3 MAX.
\ \ \ \ 1:3 MAX_ ;
/ t ^ \ .i.• _:,,;:,-..:•ci'i� ^�:,ti;>: :;�; `iV:.u.+.ti :•'"'t.i:.v.'i'x:`i•.'b. ..:>'...::,,.-i,��ti;:•.r.,t-. .
/w M \ t'<<,'ch'...rSn_-n. ?r��;- r ";:`r`.,y?:�0'.:�y.�.r.?•,';...:•.; ti,,,c�F-.,,—w.`:,;s;�Jr.`•s`°-:
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/ w ' T S / C4 \ / \ ° \ 1 DRAINAGE SWAL I 6"ASPHALT CONCRETE BINDER BASE COURSE(SCDPW ITEM 51FX) RAINAGE SWALE
BE
N� /��O� \ �'�Nk F�Tj� w \ /' / \\ *6"MIN.STABILIZED SOIL BASE(SCDPW ITEM 2-SBj *NATIVE MATERIALS MAY BE USED FOR THE
\ / / ^ M '^O \ / \ ACCEPTABLE BY THE ENGINEER.SUBBASE IF IT IS DETERMINED OTHE
Z /� Q LO T I 1 / / � � � w � ���/// \�/ \I DYER LANE SECTION SUBGRADE MUST BE FREE OF DEBRIS AND
/ �G/ �/ I UNSUITABLE MATERIALS AND COMPACTED TO
N / v I / / ►\ ^' 13 PROVIDE 2 - 8"0 N-15 ADS NOT TO SCALE 95%MAXIMUM DRY DENSITY.
S�cp cif �?�'�' J`'' / ,1Do
CULVERT PIPE UNDER DRIVEWAY
OW Cv ��V U/ / 20 20'0"RIGHT OF-WAY WIDTH '
DWELLI N O• I/C�/N(; ,p \` w ^ ^ , 4'-0" 12'-0"PAVEMENT WITH 4'-0"
USES PRIVAT WELL ''' Q� /i �F4O�'F / / , w v 4iM s co
/°
/ ^ __ E4RiN M :R
/ o
/ ^ / i TEST HOLE #1
/ 7 3
o , S _ LOT 2
/ ,� , COC (LOCATED BY SCDHS) z 1=
rn
M 2%MIN. CENTERLINE GRADE
PRQP&SED - �/ 2/ 1:3MAX. % ° 1:3MAX. I
>>°2), SCDHS WELL 23' � ' e �oN l /� /0 I �- 2/°
�0 ,00�� �� l \ DWELLING
/►� 1803 0 USES PRIVATE WELL
3 � o�
SO. ? �0 3� �/�/� I / / �� o wM N I 3"MIN.TOPSOIL AND SEED 6"ASPHALT CONCRETE BINDER BASE COURSE(SCDPW ITEM 51FX) RAINAGE SWALE
o �J
?9 � F �l I ��P / h I ,� �
38 4 00�� \\ � / I °�^/v� *6"MIN.STABILIZED SOIL BASE(SCDPW ITEM 2-SB) *NATIVE MATERIALS MAY BE USED FOR THE
c \ O� w / p 1 / ^ SUBBASE IF IT IS DETERMINED TO BE
DRYWELL 82' COMMON DRIVEWAY SECTION UNSUNEER. THE
ITABLE MAT RIAL EACCEPTABLE BY THE IOFDEBRIS AND
PACTED
(TYP.) 95%MAXIMUM DRY DENSITY.
S AND COMPACTED TO
NOT TO SCALE
��°
N Y,6
\Q DWYER LANE ROAD DESIGN.
s 0
\\\ `33 `' :VO,, \ oil,
\� PROPOSED SPEED LIMIT:15 MPH
\ 9 \
\ 9 STOPPING DISTANCE: 80 FT.
\\ OPP�'N SPACE B
20 \ / RATE OF CURVATURE:K=10
\\ S62 \
\ SO'► \\ N Aj
REVISIONS
, / NOTES.
\ 1. THE FIRE APPARATUS ROADS SHALL BE DESIGNED AND
\ 19 / MAINTAINED TO SUPPORT THE IMPOSED LOADS OF FIRE }
3 \/\ APPARATUS AND SHALL BE SURFACED SO AS TO PROVIDE ALL
WEATHER-DRIVING CAPABILITIES.
w^ 2. PROVIDE NOTE THAT:A WATER SUPPLY CAPABLE OF SUPPLYING ' ta'•4"":' ,x ;
\ \ \ THE REQUIRED FIRE FLOW FOR FIRE PROTECTION SHALL BE
\ \ w� PROVIDED IN SUCH A MANNER THAT NO BUILDING IS MORE THAN
\ 600 FEET FROM A WATER SUPPLY. y
°IV 1 J�,� 081912
Ile
\ O16--
Plans00,, S.C.T.M.: DIST. 1000 SEC. 17 BLK. 06 LOT. 14.2 t
\ \\ TUTHILL - NORTH DYER
are prepared c Condon Engineering,P.C. It is a violation y the \ \ / Condon Engineering, P.C. MAIN ROAD
New York State Education Law,Article 145,Section 7209,for any � Scale: 100'-O"
person unless acting under the direction of a licensed Professional \ S \
Engineer,Architect,or Land Surveyor,to alter any item in any way.If an \ \ Drawn by:JJC 6' 1755 Sigsbee Road ORIENT, NY O
item bearing the seal of an Engineer,Architect,or Land Surveyor is \ / \
altered,the altering Engineer,Architect,or Land Surveyor shall affix to \ \ �19 O Mattituek, New York 11952111111111111116
the item his/her seal and the notation"Altered by"followed by his/her \ / \ FINAL ROADWAY &
signature and the date of such alterations,and a specific description of / \ Date: 12/19/2024 (631) 298-1986 (631) 298-2651 fax3
the alteration. ��// \ www.condonengineering.com DRAINAGE PLANS
/ N \\ �L I I \ I\ o� \ � \ � � \ 9 \\ \\ \\!z \ \ \\ 'st?
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o PROP. CLEARING \ \
4 NG N I \ \ N � -O I / � 3 \ 0 y l \ \
y LIMITS 249 o
fey w w I �� EX. LEACHING \\ \ / / / // / \ ,���- - � oo \ �� �\ \\ � \\ \
'- I �S POOL z0 _ - \ / / / /
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U7 �Z C / \ \ _ / / / PR�03�ED COMMON DRIVEWAY
(A I m r- � �/ � I 'p / \ \ � i / (�£SECTION ON SHEET 1)
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NORTH DYER LANE PLAN
SCALE: 1"=50'
HIGH POINT EL.43.1
HIGH POINT STA, 8+52.74
50 50 50
PVI EL.44.90
A.D.=12.0
K=1 .00
120'
45 v .,EXISTI G GRADE
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HIGH POINT STA. 5+82.00 00w w
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A.D. 4.8 '
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W DEC 3 0 2024 REVISIONS
WW
DATUM 15 z DATUM 15 DATUM 15 own
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N N N N M IA N M N � N n N co O ti O O O 6) M O 12'i N I� LL7 O) 00 CD co CIJ Cq CO V V V V V c{ M M M f`CO O'° M CD M (I �
N N N N N N N N N N N N N M N M M M M M M M M V V j
0+00 0�-50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 10+86.10 0+00 0+50 0+55
NORTH DYER LANE PROFILE NORTH DYER LANE TURNAROUND PROFILEn" :," ' 1 ` F
SCALE: 1"=50'HORIZONTAL S.C.T.M.: DIST. 1000 SEC. 17 BLK. 06 LOT" 14.2 �
SCALE: 1"=50'HORIZONTAL ,'�....-
1"=5'VERTICAL 1"=5'VERTICAL
prepared Y Engineering, Condon Engineering, P.C. TUTHILL - NORTH DYER AMk
Plans are re ared b Condon En ineerin ,P.C. It is a violation of the Scale:AS SHOWN
New York State Education Law,Article 145,Section 7209,for any MAIN ROAD
person unless acting under the direction of a licensed Professional Engineer,Architect,or Land Surveyor,to alter any item in any way.If an Drawn by:JJC 1755 Sigsbee Road ORIENT, NY OF
item bearing the seal of an Engineer,Architect,or Land Surveyor is Mattituck, New York 11952
altered,the altering Engineer,Architect,or Land Surveyor shall affix to (631 298-1986 631 298-2651 fax
the item his/her seal and the notation"Altered by"followed by his/her Date: 12/1912024 FINAL ROADWAY &
signature and the date of such alterations,and a specific description of www.condonengineering.com
the alteration. DRAINAGE PLANS
EROSION CONTROL NOTES:
1. DURING THE COURSE OF CONSTRUCTION,THE USE OF EROSION AND SEDIMENT CONTROL MEASURES WILL BE NECESSARY IN ORDER TO PREVENT SEDIMENT FROM WASHING ONTO
ADJACENT OFF-SITE AREAS,WATERWAYS,DRAINAGE INLETS,RECHARGE BASINS,ETC. THE FIELD CONDITIONS ON THE SITE WILL DICTATE WHICH EROSION CONTROL MEASURE(S)MAY
BE NECESSARY DURING CONSTRUCTION. THE SPECIFIC EROSION CONTROL MEASURES UTILIZED SHALL CONFORM TO"THE NEW YORK GUIDELINES FOR EROSION AND SEDIMENT
CONTROL,LATEST EDITION".
THE CONTRACTOR SHALL FOLLOW THE GENERAL GUIDELINES AS DESCRIBED BELOW OR AS DIRECTED BY THE LOCAL MUNICIPALITY:
-SEDIMENT SHALL BE CONTAINED ON-SITE AND SHALL NOT BE PERMITTED TO ENTER ADJACENT PROPERTIES,PUBLIC ROADS OR DRAINAGE SYSTEMS.SILT FENCE,HAY BALES,ETC.
SHALL BE INSTALLED ALONG THE LIMITS OF DISTURBANCE PRIOR TO THE START OF CONSTRUCTION AND SHALL BE MAINTAINED UNTIL CONSTRUCTION IS COMPLETE.
EXISTING VEGETATION TO REMAIN AND SHALL REMAIN UNDISTURBED AND SHALL BE PROTECTED BY THE INSTALLATION OF CONSTRUCTION FENCE OR OTHER APPROVED MEANS.
CLEARING AND GRADING SHALL BE SCHEDULED SO AS TO MINIMIZE THE EXTENT OF EXPOSED AREAS AND THE LENGTH OF TIME THAT AREAS ARE EXPOSED.GRADED,STRIPPED AND
STOCKPILE AREAS SHALL BE STABILIZED WITH THE USE OF TEMPORARILY SEEDING AS REQUIRED.CONSULT THE LOCAL SOIL AND WATER CONSERVATION DISTRICT FOR SEED MIXTURES,
FERTILIZER AND MULCH RECOMMENDATIONS. CLEARING AND GRADING SHOULD ONLY TAKE PLACE AFTER INSTALLATION OF EROSION AND SEDIMENT CONTROL MEASURES.
RUNOFF SHALL BE DIVERTED AWAY FROM CLEARED SLOPES.
SYMBOL SYMBOL STORAGE AREA SYMBOL
SPACING VARIES -DRAINAGE INLETS INSTALLED AS PART OF THE PROJECT SHALL BE PROTECTED FROM SEDIMENT BY THE INSTALLATION OF SEDIMENT BARRIERS,SEDIMENT TRAPS,ETC.,AS REQUIRED.
NOW� � � / /s DEPENDING ON C MIN. EXISTING GROUND
\\\ I� GL _ CHANNEL SLOPE A-2 THE CONTRACTOR SHALL PROVIDE THE MEANS TO CONTROL DUST THROUGHOUT CONSTRUCTION. ALL DISTURBED AREAS SHALL BE IRRIGATED AS NECESSARY TO PREVENT SEDIMENT
FROM BECOMING AIRBORNE. ALL DISTURBED AREAS TO BE VEGETATED IMMEDIATELY AFTER WORK IS COMPLETED.
R , - X SLOPE 2: 1 OR FLATTER A STABILIZED CONSTRUCTION ENTRANCE SHALL BE MAINTAINED TO PREVENT SOIL AND LOOSE DEBRIS FORM BEING TRACKED ONTO LOCAL ROADS. THE CONSTRUCTION ENTRANCE
A SLOPE 2:1 OR
-� SAME ELEVATION FLATTER I D MIN. LEVEL �I SWALE A SWALE B SHALL BE MAINTAINED UNTIL THE SITE IS PERMANENTLY STABILIZED. ANY SEDIMENT TRACKED ONTO PUBLIC ROADS TO BE REMOVED OR CLEANED ON A DAILY BASIS.
CUTOFF TRENCH CREST
L~` v�1 =����a L- ,8" WIDE TOE - �/SCOPE " C 1' 1' EROSION CONTROL MEASURES SHALL BE INSPECTED BY THE CONTRACTOR PERIODICALLY AND IMMEDIATELY AFTER HEAVY OR PROLONGED RAIN EVENTS. MAINTENANCE MEASURES
�- H 24 MAX CROSS SECTION TO BE PERFORMED AS NECESSARY INCLUDING,BUT ARE NOT LIMITED TO,CLEANING OF SEDIMENT BASINS AND TRAPS,CLEANING OR REPAIR OF SEDIMENT BARRIERS,CLEANING AND
\\�� 6" DEEP @ CENTER REPAIR OF BERMS AND DIVERSIONS,AND CLEANING AND REPAIR OF INLET PROTECTION.
TRAPEZIODAL CROSS SECTION
\ _ PROFILE A / POSITIVE DRAINAGE: 0.5% OR STEEPER DEPENDENT ON TOPOGRAPHY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CONSTRUCTED PRIOR TO BEGINNING ANY OTHER LAND DISTURBANCES.
_ NOT TO SCALE
_ GROUND LINE 1.5' SEDIMENT BARRIERS AND OTHER EROSION CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL UPLAND DISTURBED AREAS ARE PERMANENTLY STABILIZED,AFTER PERMANENT
B MIN. OUTLET AS REQUIRED STABILIZATION,PAVED AREAS SHALL BE CLEANED AND DRAINAGE SYSTEMS CLEANED AND FLUSHED AS NECESSARY.
T/2 H (Ft) SEE ITEM 8 BELOW.
r�
T _I r
X SLOPE (FT/FT) PLAN VIEW
PARABOLIC CROSS SECTION
CONSTRUCTION SPECIFICATIONS FILTER
CONSTRUCTION SPECIFICATIONS
FABRIC M 1. ALL CONSTRUCTION DITCHES SHALL HAVE UNINTERUPTED POSITIVE GRADE TO AN OUTLET.
1. ALL TREES, BRUSH, STUMPS, OBSTRUCTIONS, AND OTHER OBJECTIONABLE MATERIAL CH 2 2
SHALL BE REMOVED AND DISPOSED OF SO AS NOT TO INTERFERE WITH THE DESIGN BOTTOM 1� 1 24" MAX 2• DIVERTED RUNOFF FROM A DISTURBED AREA SHALL BE CONVEYED TO A SEDIMENT A
PROPER FUNCTIONING OF THE WATERWAY. SECTION A-A ® CENTER TRAPPING DEVICE. RECEIVED
NOT TO SCALE
2. THE WATERWAY SHALL BE EXCAVATED OR SHAPED TO LINE, GRADE, AND CROSS �Q 3. DIVERTED RUNOFF FROM AN UNDISTURBED AREA SHALL OUTLET DIRECTLY INTO AN DOWNSPOUT
SECTION AS REQUIRED TO MEET THE CRITERIA SPECIFIED HEREIN, AND BE FREE OF 1� 1 6" UNDISTURBED STABILIZED AREA AT NON-EROSIVE VELOCITY. (SEE ARCHITECTURAL PLANS) DEC 3 Q 2024
BANK PROJECTIONS OR OTHER IRREGULARITIES WHICH WILL IMPEDE NORMAL FLOW. 1 18" 1
4. ALL TREES, BRUSH, STUMPS, OBSTRUCTIONS, AND OTHER OBJECTIONABLE MATERIAL °° T 5outhoid Town
3. FILLS SHALL BE COMPACTED AS NEEDED TO PREVENT UNEQUAL SETTLEMENT THAT FILTER FABRIC SHALL BE REMOVED AND DISPOSED OF SO AS NOT TO INTERFERE WITH THE PROPER DOWNSPOUT ADAPTER(ADS m Planning Board
OR APPROVED EQUAL) p
WOULD CAUSE DAMAGE IN THE COMPLETE WATERWAY. SECTION B-B FUNCTIONING OF THE SWALE. (SEE CHART FOR PARTNUMBER)
4. ALL EARTH REMOVED AND NOT NEEDED IN CONSTRUCTION SHALL BE SPREAD OR NOT TO SCALE 5. THE DITCH SHALL BE EXCAVATED OR SHAPED TO LINE, GRADE, AND CROSS SECTION
DISPOSED OF SO THAT IT WILL NOT INTERFERE WITH THE FUNCTIONING OF THE AS REQUIRED TO MEET THE CRITERIA SPECIFIED HEREIN AND BE FREE OF BANK
WATERWAY. CONSTRUCTION SPECIFICATIONS PROJECTIONS OR OTHER IRREGULARITIES WHICH WILL IMPEDE NORMAL FLOW.
5. STABILIZATION SHALL BE DONE ACCORDING TO THE APPROPRIATE STANDARD 6. FILLS SHALL BE COMPACTED BY EARTH MOVING EQUIPMENT. PROPOSED GRADE
AND SPECIFICATIONS FOR VEGETATIVE PRACTICES. 1. STONE WILL BE PLACED ON A FILTER FABRIC FOUNDATION TO THE LINES,
p
GRADES AND LOCATIONS SHOWN IN THE PLAN. 7. ALL EARTH REMOVED AND NOT NEEDED FOR CONSTRUCTION SHALL BE PLACED SO
A. FOR DESIGN VELOCITIES OF LESS THAN 3.5 FT. PER. SEC., SEEDING AND THAT IT WILL NOT INTERFERE WITH THE FUNCTIONING OF THE DITCH. 450 BEND(MAX.)
MULCHING MAY BE USED FOR THE ESTABLISHMENT OF THE VEGETATION. 2. SET SPACING OF CHECK DAMS TO ASSUME THAT THE ELEVATIONS OF THE CREST
IT IS RECOMMENDED THAT, WHEN CONDITIONS PERMIT, TEMPORARY OF THE DOWNSTREAM DAM IS AT THE SAME ELEVATION OF THE TOE OF THE 8. STABILIZATION SHALL BE AS PER THE FLOW CHANNEL STABILIZATION CHART BELOW: la w 6"ADS PIPE(LENGTH VARIES)
WATERWAYS OR OTHER MEANS SHOULD BE USED TO PREVENT WATER FROM UPSTREAM DAM. TYPE OF CHANNEL o
ENTERING THE WATERWAY DURING THE ESTABLISHMENT OF THE VEGETATION. TREATMENT GRADE A(5 AC. OR LESS B(5 AC -10AC) SNAP CONNECTION 2
3. EXTEND THE STONE A MINIMUM OF 1.5 FEET BEYOND THE DITCH BANKS TO 450BEND(MAX.)
B. FOR DESIGN VELOCITIES OF MORE THAN 3.5 FT. PER. SEC., THE WATERWAY PREVENT CUTTING AROUND THE DAM. 1 0.5-3.0% SEED AND STRAW MULCH SEED AND STRAW MULCH
SHALL BE STABILIZED WITH SOD, WITH SEEDING PROTECTED BY JUTE OR 2 3.1-5.0% SEED AND STRAW MULCH SEED AND COVER USING RECP PART# PIPE SIZE A 8 C o
EXCELSIOR MATTING OR WITH SEEDING AND MULCHING INCLUDING TEMPORARY 4. PROTECT THE CHANNEL DOWNSTREAM OF THE LOWEST CHECK DAM FROM SCOUR 3 5.1-8.0% SEED AND COVERCz
TH RECP 0364AA 3" 2.50" 3.25" a.75"
LINED WITH 4-8" RIP-RAP OR 0464AA a° 2.50° 3.25" a.7s' o WI
DIVERSION OF THE WATER UNTIL THE VEGETATION IS ESTABLISHED. AND EROSION WITH STONE OR LINER AS APPROPRIATE. GEOTEXTILE 0465AA 4" 3.25" 4.50" 5.00" 6-ROOF DRAIN LATERAL o
0466AA 4" 2.56" 2.56" 4.63" z
C. STRUCTURAL - VEGETATIVE PROTECTION 5. ENSURE THAT CHANNEL APPURTENANCES SUCH AS CULVERT ENTRANCES BELOW " WITH WYE(TYP.)
0664A4 8.1-10.% LINED WITH 4-8 RIP-RAP SITE SPECIFIC DESIGN os64AA s" 3.62" 5.63" 643"
SUBSURFACE DRAIN FOR BASE FLOW SHALL BE CONSTRUCTED AS SHOWN ON THE CHECK DAMS ARE NOT SUBJECT TO DAMAGE OR BLOCKAGE FROM DISPLACED STONE. OR GEOTEXTILE 'Part0664-AC is PVC 3.62" 5.63" 643" NOTE: 6"ADS PIPE MAYBE DISTANCE VARIES
9. PERIODIC INSPECTION AND REQUIRED MAINTENANCE MUST BE PROVIDED AFTER EACH
STANDARD DRAWING AND AS SPECIFIED IN THE STANDARD AND SPECIFICATIONS USED WHEN A DOWNSPOUT IS (SEE GRADING AND
FOR SUBSURFACE DRAIN. MAXIMUM DRAINAGE AREA 2 ACRES. RAIN EVENT. CONNECTED DIRECTLY TO THE DRAINAGE PLAN)
CULTEC DRAINAGE
STRUCTURES.
ADAPTED FROM DETAILS PROVIDED BY: USDA - NRCS, ADAPTED FROM DETAILS PROVIDED BY: USDA - NRCS, ADAPTED FROM DETAILS PROVIDED BY: USDA - NRCS, CONSTRUCTION
NEW YORK STATE DEPARTMENT OF TRANSPORTATION, GRASSED NEW YORK STATE DEPARTMENT OF TRANSPORTATION, NEW YORK STATE DEPARTMENT OF TRANSPORTATION,
NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION, NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION, STONE CHECK DAM NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION, DITCH ROOF DRAIN ADAPTER DETAIL
NEW YORK STATE SOIL & WATER CONSERVATION COMMITTEE WATERWAY NEW YORK STATE SOIL & WATER CONSERVATION COMMITTEE NEW YORK STATE SOIL & WATER CONSERVATION COMMITTEE
WOVEN WIRE FENCE SYMBOL SYMBOL
(MIN. 14 GAUGE I. 50'MIN. .I EXISTING
W/ MAX. 6" MESH PAVEMENT
,o' MAX. C. TO C. SPACING) 3 6MIN. S"7 CONSTRUCTION SPECIFICATIONS 10'MIN. BUILT UP BERM
�-
MOUNTABLE BERM NOTE:
36" MIN. LENGTH FENCE EXISTING FILTER
-� CLOTH PROFILE (OPTIONAL) 1. ALL GRADED OR DISTURBED AREAS INCLUDING SLOPES SHALL BE PROTECTED DURING 1. ACONCRETEWASHPITSHALLBEINSTALLED
POSTS DRIVEN MIN. 16" GROUND CLEARING AND CONSTRUCTION IN ACCORDANCE WITH THE APPROVED EROSION AND ON THE PROPERTY FOR EXCESS CONCRETE
INTO GROUND. SEDIMENT CONTROL PLAN UNTIL THEY ARE PERMANENTLY STABILIZED. AND TO CLEAN CONCRETE EQUIPMENT AND
:. . :• 50'MIN
TOOLS
2. ALL SEDIMENT CONTROL PRACTICES AND MEASURES SHALL BE CONSTRUCTED,
HEIGHT OF FILTER APPLIED AND MAINTAINED IN ACCORDANCE WITH THE APPROVED EROSION AND ? 2. THE PIT SHOULD BE SURROUNDED WITH A24"
= 18" MIN. EXISTING 10 MIN. SEDIMENT CONTROL PLAN. o HIGH SOIL BERM.
GROUND 3. TOPSOIL REQUIRED FOR THE ESTABLISHMENT OF VEGETATION SHALL BE STOCKPILED 3. THE PIT TO BE LINED WITH HAY BALES
6 MIN.
12' IN. 12'MIN. EXISTING IN AMOUNT NECESSARY TO COMPLETE FINISHED GRADING OF ALL EXPOSED AREAS. HAY BALE 4. PROVIDE A24"x24"WOOD SIGN LABELED
`t' •L �, �, PAVEMENT "CONCRETE WASHOUT PIT".
4. AREAS TO BE FILLED SHALL BE CLEARED, GRUBBED, AND STRIPPED OF TOPSOIL TO
PERSPECTIVE VIEW REMOVE TREES, VEGETATION, ROOTS OR OTHER OBJECTIONABLE MATERIAL. 5. THE PIT SHOULD BE EMPTIED WHEN75%
PLAN VIEW CAPACITY IS REACHED AND AFTER THE EXCESS
36" MIN. FENCE POST 10'MIN. 5. AREAS WHICH ARE TO BE TOPSOILED SHALL BE SCARIFIED TO A MINIMUM DEPTH OF CONCRETE CURES.
WOVEN WIRE FENCE (MIN. 14 FOUR INCHES PRIOR TO PLACEMENT OF TOPSOIL.
GAUGE W/ MAX. 6" MESH 6. ALL FILLS SHALL BE COMPACTED AS REQUIRED TO REDUCE EROSION, SLIPPAGE, PLAN
SPACING) WITH FILTER CLOTH 20"MIN. CONSTRUCTION SPECIFICATIONS SETTLEMENT, SUBSIDENCE OR OTHER RELATED PROBLEMS. FILL INTENDED TO 10'MIN. HAY BALE
FLOW SUPPORT BUILDINGS, STRUCTURES AND CONDUITS, ETC. SHALL BE COMPACTED
IN ACCORDANCE WITH LOCAL REQUIREMENTS OR CODES.
UNDISTURBED GROUND
1. STONE SIZE - USE 1-4 INCH STONE, OR RECLAIMED OR RECYCLED CONCRETE _ BUILT UP BERM
COMPACTED SOIL EQUIVALENT. 7. ALL FILL SHALL BE PLACED AND COMPACTED IN LAYERS NOT TO EXCEED 9 INCHES 2'MIN 2 ?' t� �'
IN THICKNESS.IN GRADE
EMBED FILTER CLOTH 16"MIN. 2. LENGTH - NOT LESS THAN 50 FEET (EXCEPT ON A SINGLE RESIDENCE LOT WHERE A
A MIN. OF 6" IN GROUND. 30 FOOT MINIMUM LENGTH WOULD APPLY). 8. EXCEPT FOR APPROVED LANDFILLS, FILL MATERIAL SHALL BE FREE OF FROZEN SECTION
4" 3. THICKNESS - NOT LESS THAN SIX (6) INCHES. PARTICLES, BRUSH, ROOTS, SOD, OR OTHER FOREIGN OR OTHER OBJECTIONABLE
SECTION VIEW MATERIALS A 4. WIDTH - TWELVE (12) FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT SATISFACTORY FILLS. CONCRETE
INTERFERE WITH OR PREVENT CONSTRUCTION OF CONCRETE WASH-OUT AREA DETAIL
CONSTRUCTION SPECIFICATIONS POINTS WHERE INGRESS OR EGRESS OCCURS. TWENTY-FOUR (24) FOOT IF SINGLE 9. FROZEN MATERIALS OR SOFT, MUCKY OR HIGHLY COMPRESSIBLE MATERIALS SHALL
ENTRANCE TO SITE. NOT BE INCORPORATED IN FILLS.
REVISIONS
1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES 5. GEOTEXTILE - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. 10 FILL SHALL NOT BE PLACED ON SATURATED OR FROZEN SURFACES - -
OR STAPLES. POSTS SHALL BE STEEL EITHER "T" OR "U . ." TYPE OR HARDWOOD.
6. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CON- SLOPE STABILIZATION NOTES:
11. ALL BENCHES SHALL BE KEPT FREE OF SEDIMENT DURING ALL PHASES OF Plans arepreparedb Condon Engineering,P.C. It is a violation of the
2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES STRUCTION ACCESS SHALL BE PIPED BENEATH THE ENTRANCE. IF PIPING IS DEVELOPMENT. New York SteEdu ationLaw,Article 14 ,section72o9,forany �' �pstt'l
SPACED EVERY 24" AT TOP AND MID SECTION. FENCE SHALL BE WOVEN WIRE, IMPRACTICAL, A MOUNTABLE BERM WITH 5: 1 SLOPES WILL BE PERMITTED. 1. EROSION CONTROL BLANKETS ARE REQUIRED TO BE INSTALLED ON THE 1:3 SIDE SLOPES, person unless acting under the direction of a licensed Professional
6" MAXIMUM MESH OPENING. 12. SEEPS OR SPRINGS ENCOUNTERED DURING CONSTRUCTION SHALL BE HANDLED IN Engineer,Architect,or Land surveyor,to alter any item in any way.If an
7. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL 2. THE EROSION CONTROL SHALL BE CURLEX I AS MANUFACTURED BY AMERICAN EXCELSIOR item bearing the seal of an Engineer,Architect,or Land Surveyor is <�`''' " '"
ACCORDANCE WITH THE STANDARD AND SPECIFICATION FOR SUBSURFACE DRAIN g y r - • r. ; --
PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY, ALL COMPANY,ARLINGTON,TEXAS(800-777-7645)OR APPROVED EQUAL. he altered,the
alterieaEngiineer,Architect, rLandSurveorshallaffixto *�
3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVER- OR OTHER APPROVED METHOD.
SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC RIGHTS-OF-WAY t the "Alteredby followedby his/her Tx ;i,�,,,a
LAPPED BY SIX INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER FILTER X, MUST BE REMOVED IMMEDIATELY. 3. THE EROSION CONTROL BLANKETS SHALL BE INSTALLED AND ANCHORED AS PER signature and the date of such alterations, specific description of J' ;g1 O tug"
MIRAFI 10OX, STABILINKA T140N, OR APPROVED EQUIVALENT. 13. ALL GRADED AREAS SHALL BE PERMANENTLY STABILIZED IMMEDIATELY FOLLOWING MANUFACTURER'S RECOMMENDATION. the alteration. �`
8. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON A AREA STABILIZED WITH STONE FINISHED GRADING. '°lr' � 'Ssli
4. PREFABRICATED UNITS SHALL MEET THE MINIMUM REQUIREMENTS SHOWN. AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. S.C.T.M.: DIST. 1000 SEC. 17 BILK. 06 LOT. 14.2
14. STOCKPILES, BORROW AREAS AND SPOIL AREAS SHALL BE SHOWN ON THE PLANS AND
5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN 9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH SHALL BE SUBJECT TO THE PROVISIONS OF THIS STANDARD AND SPECIFICATION.
"BULGES" DEVELOP IN THE SILT FENCE. RAIN.
Scale:AS SHOWN Condon Engineering, P.C. TUTHILL - NORTH DYER V3
ADAPTED FROM DETAILS PROVIDED BY: USDA - NRCS, ADAPTED FROM DETAILS PROVIDED BY: USDA - NRCS, STABILIZED ADAPTED FROM DETAILS PROVIDED BY: USDA - NRCS, MAIN ROAD
NEW YORK STATE DEPARTMENT OF TRANSPORTATION, REINFORCED NEW YORK STATE DEPARTMENT OF TRANSPORTATION, NEW YORK STATE DEPARTMENT OF TRANSPORTATION, LANDGRADING 1755 Sigsbee Road
NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION, NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION, CONSTRUCTION NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION, Drawn by:JJC ORIENT, NY OF
NEW YORK STATE SOIL & WATER CONSERVATION COMMITTEE SILT FENCE NEW YORK STATE SOIL & WATER CONSERVATION COMMITTEE ACCESS NEW YORK STATE SOIL & WATER CONSERVATION COMMITTEE SPECIFICATIONS Mat , New York 11952
Date: 12/19/2024 (631) 298tuck-1986 (631) 298-2651 fax
www.condonengineering.com DETAILS