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LOCATION MAP
NOTTOSCALE I
WYiilii�E
OWNER I DEVELOPER:
PROJECT LOCATION:
EXISTING TOWN ZONING:
PROPOSED USE:
TOWN TAX MAP DATk
SITE AREA:
SEWAGE FACILITIES:
WATER FACILITIES:
AUDRA MANGANIELLO
770 BLACKBERRY LANE
YORKTOWN HEIGHTS, NY 10598
770 BLACKBERRY LANE
YORKTOWN HEIGHTS, NY 10598
R1.20, ONE FAMILY RESIDENTIAL
R1.201 ONE FAMILY RESIDENTIAL
SECTION26.08, BLOCK1, LOT68
49ACRES (21,237SF7
PUBLICSEWERS
PUBLIC WATER FACILITIES
Enter Site Data For Drainage Area to be Treated by Ill
Percent
Drainage Contributing Impervious Precipitatio
Area Area Area Imperviou Rv I n Description
Number Yes, A,cresl S lump
1
0.02
0.02
11)8
0.95
227
2.78
0
Sent rain garden type
Filtration Ram Garden
Design Criteria
Frirged5edge
toter UnCar ying a01 In11 ra[ICn raLE I C86EC
ongeotechnical testing, refertoAppendix
8.F
6
Is the contributing area a designated
hoislow
II°
Juwdil
EnterlDadingratio6fjX:1)
I
Does the contributing area exceed 1,000 aft?
Yes
Does nom meet design aterre
EnterdistancefromdDwnspoutor
Imperaw area treated jii)
30
m
Does contrbutorg area contain parkNg lot or
roadway runoff?
N0
Enter depth to seasonal high water table (1'i
8
Enter depth to bedrock (4)
8
Enter depth ofsurface layer (inches)
12
EnterdraineQz laverdeFthrin at Es:
it
Siong Criteria
f. INISISNOTASURVEY.AllSURVEYINfORMATIONSHOWNONTHISPIANNASBFEN
Value
Unh
Notes
tuatarDuali Volume
WDv
277
cf
t.
Enter Depth of Sol Media
df
1.5
ft
SCALE:1°=1U'U"
Enter Perrneati ly Flow Rate
k
1
Tdav
Enter Average Height ofPondng
of
0.5
ft
,
Enter Filter Time
tf
2
days
Requuad F'Ihe*aa
Af
85
sf
Enter ProYldedFilter Area
Af
90
Sf
Recalculated 171fater aual't}' VDWR (based
on prof'med filer areal
idOv cels
248
ct
STREAM BUFFER DISTURBANCE;
rag
nd.
Fire
Pit
b
St0
�e
�Or too
0
0
0
TAX LOT 67
LOT 5,24 36'
27.2'
16"
Stone
Brook
Stone all
/22 M
,
TAX LOT 16 2M
I 20"M
8"M T , Brook
\ TAX Lc2
\ LOT ,22
10ItM� 6" TAX LOT 68
LOT 5,25 �T / 24
10 M
\ 2G p
2�M 6°M 22 M 16 M 0 --
(�° o --� 22"M
cg9ti /
V n FILTERMEDl
WATER QUALITY. I
ELEV. =91.00 \ —
°T 0 6 M STABILIZEDRIP•RAP. 94-------
EMERGENCY OVERFLOW. P
m '
,,�I�
PROPOSED RAINGARDEN I ROCS SHED TO BE RELOCATED Sy TJ'T \
i
PROPOSED 4' 0 HDPE PIPE.6 M
M
L=24' SLOPE =2%MIN. / From
/ e
\ Shed
PROPOSED PAT0„M
I) \�
�.
/ TRENCH DRAIN4"M r� /” �� \ 0 40"T r W 22°M
14N
10"Tri Planter rr M 1 ��
\
0
i
70
rr X� . t. DII �T/O
31.1'
2—Story
0
Frame
Garage Dwe ing
L Und. + Bsmnt,
Hse No,770
1—S
Plat Brick
30'5' — Pier
N
° 2nd Rim. Over
to a Brick
all
>)��..:
�..
too
I� a
Brick
4O4'
Brick
LO
Brick Pier
a aii
d�
N I Grass
0 w D
U
0
I ,-�
(�
....
- • o7i utilit
Boxe:
00
��
18 2 10
/ 2a3
21 S8
.
RELOCATED
I SHED
Card.
7$ r
MITIGATION PLANT LEOD:
3 - REMIER V06VO - CORNUS 5ERICEA (C5) - 2" GAL.
I - RED MAPLE - AGER RUE3RUM (Aru) - 2" GAL.
3 - hINTERBERRY HOLLY - ILEX VERTIGILLATA (IV) - 2 6AL,
4 - ARROMOOD - VIBURNUM DENTA'1URN (VD) - 2 6AL,
4 hITCHHAZEL - HARNEMETI5 VIR61NIARA (HV) - 2 6AL.
3 - SPIGEBUSH - LINDERA BENZOIN (LB) - 2 GAL.
�'
1
IMPERVIOUS
PERVIOUS
EXISTING
11169 SF
11,665 SF
PROPOSED
21200 SF
10,634 SF
NET1,031
SF
•11031 SF
rag
nd.
Fire
Pit
b
St0
�e
�Or too
0
0
0
TAX LOT 67
LOT 5,24 36'
27.2'
16"
Stone
Brook
Stone all
/22 M
,
TAX LOT 16 2M
I 20"M
8"M T , Brook
\ TAX Lc2
\ LOT ,22
10ItM� 6" TAX LOT 68
LOT 5,25 �T / 24
10 M
\ 2G p
2�M 6°M 22 M 16 M 0 --
(�° o --� 22"M
cg9ti /
V n FILTERMEDl
WATER QUALITY. I
ELEV. =91.00 \ —
°T 0 6 M STABILIZEDRIP•RAP. 94-------
EMERGENCY OVERFLOW. P
m '
,,�I�
PROPOSED RAINGARDEN I ROCS SHED TO BE RELOCATED Sy TJ'T \
i
PROPOSED 4' 0 HDPE PIPE.6 M
M
L=24' SLOPE =2%MIN. / From
/ e
\ Shed
PROPOSED PAT0„M
I) \�
�.
/ TRENCH DRAIN4"M r� /” �� \ 0 40"T r W 22°M
14N
10"Tri Planter rr M 1 ��
\
0
i
70
rr X� . t. DII �T/O
31.1'
2—Story
0
Frame
Garage Dwe ing
L Und. + Bsmnt,
Hse No,770
1—S
Plat Brick
30'5' — Pier
N
° 2nd Rim. Over
to a Brick
all
>)��..:
�..
too
I� a
Brick
4O4'
Brick
LO
Brick Pier
a aii
d�
N I Grass
0 w D
U
0
I ,-�
(�
....
- • o7i utilit
Boxe:
00
��
18 2 10
/ 2a3
21 S8
.
RELOCATED
I SHED
Card.
7$ r
MITIGATION PLANT LEOD:
3 - REMIER V06VO - CORNUS 5ERICEA (C5) - 2" GAL.
I - RED MAPLE - AGER RUE3RUM (Aru) - 2" GAL.
3 - hINTERBERRY HOLLY - ILEX VERTIGILLATA (IV) - 2 6AL,
4 - ARROMOOD - VIBURNUM DENTA'1URN (VD) - 2 6AL,
4 hITCHHAZEL - HARNEMETI5 VIR61NIARA (HV) - 2 6AL.
3 - SPIGEBUSH - LINDERA BENZOIN (LB) - 2 GAL.
�'
1
nU`AREA THEASHALLBE
RESTOREDTOANATURAL CONDITION.FOUR
\ TREES TO BE PLANTED AND SHRUBS SHALL BE
5yrk
ALL NATIVE SPECIES, CROSS HATCHED AREA TO
l
BE COVERED WITH ERNMX"167 MEADOW SEED
,6"T
MIX, APPLICATION RATE SHALL BE AS PER
MANUFACTURERS SPECIFICATIONS.
V
\1 0
Frame
Shed
PORTION OF TERRACE TO BE REMOVED
, u,l
PROPOSED STAIS'
TAX LOT 69
LOT 5.26
�AIN6A���N I'I,�N�ING 1�C��1�
NOF ro5Cx
PAIN 61WOENPI,ANTIN6 5Gf1l
Qualify
5yrk
eormaNam
l
Pod Type
1�
5A
61000W
5cild(Owfm
211 P14
1�
GG
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w
0
Brook
485.4 - -
I 489.42 i
22„M489.58
U 489.99
20"M \ N\
8 MM 4/40 T
TAX LO2 � p
Tax LOT 16 "'l
488.63
,Brook
LOT .22 4
o 490.73 ��9�f3
10"M / 6",r�� % TAX LOT 68 S
LOT 5,25, 7"T / 24
\ > 10 'v/
2'M '490
6M 22M 16M
u °1 7/— 22„M ,
Agti /
c n 1 ��qq,
PROPOSED RAINGARDEN
0 5 T ° 61M ----494-------
n p\ 94.56
Z
14M Pit,\ �1 Rod
PROPOSED PATIO
Frame �N�.'
Shed / /��.
PROPOSED SILT -1--\ ,
FENCE
14"M
/
7r"avel—
PROPOSED SOIL—l-\
STOCKPILE.ITYP.)
Fire
p /
Pit
vv a
0�
0
0
TAX LOT 67
LOT 5,24 36°M
E
NOTE;
1. THIS THISISNOTASURVEY.ALLSURVEYINFORMATIONSHOWNONTHISPLANHASBEEN
TAKEN FROM SURVEY MAP PREPARED BY RONALD PERSAUD LAND SURVEYING, P.C.,
DATED9QQ024. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR ITS ACCURACY.
4.24 495.89 '
/
0
PROPOSED LIMIT OF \
[DISTURBANCE = 2,680 S.F.
0M y
4 p 10 0
40)
22"M
490Q2; 77 11 „M
°T
502
Frame,
Shed/
OF TERRACE TO BE REMOVED
\ 0
TAX LOT 69
LOT 5,26
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GENERAL NOTES:
1. THE ENGINEER WHOSESEALAPPEARS HEREON IF NOT RETAINED FOR SUPERVISION OF CONSTRUCTION, ISNOT
RESPONSIBLE FOR CONSTRUCTION AND THEREFORE ASSUMES NO RESPONSIBILITY FOR CONSTRUCTION PRACTICES,
PROCEDURES, AND RESULTS THEREFROM.
2. THE ENGINEER SHALL NOT BE HELD RESPONSIBLE OR HELD ACCOUNTABLE FOR THE INTEGRITY OF ANY STRUCTURES
CONSTRUCTED OR UNDER CONSTRUCTION PRIOR TO THE APPROVAL OF THE PLANS.
3. ALL WORK IS TO BE IN ACCORDANCE WITH THE TOM OFYORIKTOWNCODE AND NEW YORK STANDARDS AND SPECIIFICATIONS
FOR EROSION AND SEDIMENT CONTROL
4. ALL CONDITIONS,LOCATIONS, AND DIMENSIONS SHALL BE FIELD VERIFI ED AND THE ENGINEER SHALL BE IM MEDIATELY NOTIFIED
OF ANY DISCREPANCIES,
5. ALL CHANGES MADE TO THE PLANS SHALL BE APPROVED BY THE ENGINEER WHOSE SEAL APPEARS ON THESE DRAWINGS. ANY
SUCH CHANGES SHALL BE FILED AS AMENDMENTS TO THE STORNIATERPOLLUTIONPREVENTIONPIAN.
6. All WRITTEN DIMENSIONS ON THE DRAW NGS SKALLTAKE PRECEDENCE OVER ANY SCALED DIM ENSIONS,
7. IT IS THE CONTRACTORS RESPONSIBILITY TO CALL IN A'CODE753' PRIOR TO CONSTRUCTION FOR UNDERGROUND UOLNY
LOCATIONS,
8. SUBSTRUCTURES AND THEIR ENCROACHMENTS BELOW GRADE, IF ANY, ARE NOT SHOWN.
9. ANY PROPOSED ELECTRIC ANDIORTELEPHONE SERVICE LINES ARE TOBEPLACED UNDERGROUND.
10. THE DESIGN ENGINEER DISCbAIMSANY LIABILITYFOR DAMAGE OR LOSS INCURRED DURING ORAFTER CONSTRUCTION,
11. ALL CONDITIONS, LOCATIONS AND DIMENSIONS SHALL BE FIELD VERIFIED BY THE CONTRACTOR AND THE OWNERENGINEER
NOTIFIED IN WRITING OF ANY DISCREPANCIES PRIOR TO THE START OF WORK THE OWNERIENGINEER WILL EVALUATE THE
SITUATION AND MODIFY THE PLAN AS NECESSARY.
CONTRACTOR RESPONSIBILITIES:
t. ALL WORK ON THE PROJECT SHALL BE PERFORMED IN A WORKMAN LIKE MANN ER AND SKUBE IN ACCORDANCE WIT HTHE
STANDARDSOFTHE INDUSTRY. THE OWNER WILL BE THE SOLE JUDGE OF THE ACCEPTABILITY OF THE WORK MATERIALS AND
WORK DEEMED UNACCEPTABLE WILL BE REMOVEDAND REDONE AT THE SOLE COSTAND RESPONSIBILITY OF THE
CONTRACTOR.
2. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROTECT HIS WORK AND WILL BE HELD RESPONSIBLE FOR CONSEQUENTIAL
DAMAGESDUETOHIS ACTIVITIES. THE CONTRACTOR SHALL BE RESPONSIBLE TO THE OMER FOR THE ACTS AND OMISSIONS
OF HIS EMPLOYEE, AND THEIR AGENTS AND EMPLOYEES, AND ANY OTHER PERSONS PERFORMING ANY OF THE WORK UNDER
A SEPARATE CONIRACTWTM THE CONTRACTOR.
3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROPERLYSHORE EXISTING UTILITIES IF REQUIRED BY CONSTRUCTION.
4. IT SHAIt BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE THE TOWN ENGINEER IN ADVANCE OF HIS WORK ORAS THE
INSPECTOR DEEMS APPROPRIATE,
5. ALL CONDITIONS, LOCATIONS AND DIMENSIONS SHALL BE FIELD VERIFIED BY THE CONTRACTOR AND THE OWNENENGINEER
NOTIFIED IN WRITING OFANY DISCREPANCIES PRIOR TO THE START OFWORK. THE O'WNERENGINEER WILL EVALUATE THE
SITUATION AND MODIFY THE PLAN AS NECESSARY,
6. ALL CHANGES MADE TO THIS PLAN SHALL BE APPROVED BYTHE ENGINEER WHOSE SEAL APPEARS ONTHESE DRAWINGS, ANY
UNAUTHORIZED ALTERATION OR ADDITIONS TO THIS DRAWING ISAVIOLATION OF SECTION 7209 (2) OFTHE NEW YORK STATE
EDUCATION LAW,
7. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK USING HIS BEST SKILL AND ATTENTION. HE SHALL BE SOLELY
RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES AND FOR
COORDINATING All PORhONS OF THE WORK UNDER TH IS CONTRACT.
8. THE CONTRACTOR SHALL BE RESPONSIBLE TOTHE OWNER FOR THE ACTS AND OMISSIONS OF HIS EMPLOYEES,
SUBCONTRACTORS, AND THEIR AGENTS AND EMPLOYEES, AND ANY OTHER PERSONS PERFORMING ANY OF THE WORK UNDER A
CONTRACT WITH THE CONTRACTOR.
9. THECONTRACTOR SHALL VERIFY ALLSUBSTRUCTURES ENCOUNTERED DUIIING CONSTRUCTION,
10. THE CONTRACTOR SHALL SECURE& PAY FOR A BUILDERS RISK POLICY TO COVER THE PEROD OF CONSTRUCTION. THE
ENGINEER &OWNER SHALL BE NAMED AS ADDITIONAL INSURED, ALL CONTRACTORS EMPLOYED AT THE SITE SHALL BE
COVERED BY WORKMAN'S COMPENSATION.
GENERAL CONSTRUCTION NOTES:
1. THE CONTRACTOR SHALL REQUEST ABENCH MARK FROM THE SURVEYOR INTHE SAME DATUM ASTHE DESIGN RAS.
2. FINISHED GRADES SHALL BE OF SUCH ELEVATION THAT THE GROUND WILL SLOPE AWAY FROM IT IN ALL DIRECTIONS.
3. CONSTRUCTION ACTIVITY SHALL BE LIM ITED FROM 8:00 AM TO 6 P.M., AND NO CONSTRUCTION ACTIVITY SHALL OCCUR ON
SUNDAYS OR LEGAL NEW YORK STATE HOUDAYS. WHERE BLASTING IS NECESSARY, IT SHALL OCCUR FROM MONDAY THROUGH
FRIDAYBETY10 THE HOURS OF 8:08 A.M. AND SAD P.M. NO BLASTING SHALLOCCURON HOLIDAY$ SATURDAY ORSUNDAY,
ALL BLASTING SHALL ALSO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF NORTH SALEM AND NEWYORK STATE
BLASTING ORDINANCES.
4. ANY SOIL THAT IS UNSUITABLE FOR DEVELOPMENT OF BUILDINGS OR ROADWAYS SHALL BE REMOVED FROM AREASTOBE
DEVELOPEDAND SHALL BE DISPOSED OF WITHIN THE SITE IN NEIN EMBANKMENTSWHERE STRUCTURAL LOADING, LE.A
BUILDING OR ROADWAY, WILL NOT TAKE PLACE. WHEN CONSTRUCTION IS PROPOSED TO OCCUR IN SPECIFIC AREAS WHERE
SOILS ARE OF QUESTIONABLE SUITABILITY, THE OWNER SHALL REIAINASOILS ENGINEER TO EVALUATE AND PREPARE
DESIGN FOR THE CONDITION.
5. ROCK CUT STABILITY IS TO BE FIELD VERIFIED BY A GEOTECHNICAL ENGINEER AND SHALL BE MODIFIED IF REQUIRED.
6. NO CRUSHIMPROCESSINGISPERMITTEDONTHESITEWITHOUTPRIORAPPROVALBYTHETOWNOFNORTHSALEMBOARD.
7. ALL DEMOLITION DEBRIS SHALL BE REMOVED FROM THE SIT EAND DISPOSED OFINACCORDANCE Win HFEDERAL STATE, OR
LOCAL STANDARDS. IF NECESSARY THE REMOVAL SHALL BE DONE BY A CONTRACTOR LICENSED TO REMOVE AND DISPOSE OF
VARIOUS MATERIALS.
CONTRACTOR CERTIFICATION STATEMENT:
Contractor CeNgat on Shfemant • MI contractors and subcontractors bleu in a SWPPP in accordance
with Part HIM (SPDES General Permit for Sherri Rund from Construction AaW ity, 31142541,
January 2025) of this pent shell sign a copy of the folbwdng cedfiatan statement before undertaking any
constriction adivityatthe site Merttified in the SW'PPP,
11 herebycerdly under penalty dlaw that I un Tess and and agree W comply with the terms and
condigons 0 M SWPPP and agree to implement any corrective actions identfied byme qualified inspector
during a she Inspection. I also undersand Me the owner oroperator mug comply with mh terms and
conditions rime most arrant version of 14 New York Sli PolkhmDiscarge Eliminat on System
CSPDES')general permit for smmwaardischarges from construction adift and Mathis unlawful for any
person to cause or omi to av1dabon of water quatly slandard.Furbemore, I am were d attihre are
signill parishes for submitting false Intonation, that I do not believe b be true, including the possibility of
fine and Impdsomegfor knowing voa8ons'
Individual Contractor:
Name and Title (please ON)
SlgnowedCnbacta
Name dTralad Individual
Company I Contracting Finn:
Name of Company
Address dCompany
Teaphone Numbed Cell Number
She Idomgion:
AddressdSia
Today's Data,
OWNER I OPERATOR CERTIFICATION:
'I hereby oar dy under Angry of law mg I understand and agree m comply with the terms and conditions of
the SWPPP and agreelo irpkemod anyanedve actions Mentifhd by Me qualified inspector during a site inspection.
I also undersand mat the owner or operator mustamptywim Me toms and condidons rime most current version of
the New Yom Sate Pollutant Discharge FJunmaton Statham rSPDEST general permit for stomnvaardlsdarges Mom
construction acrivilles and tat R is unewful for any person to cause or conabithe to a violation owaderqualiy
sandards.Fudhemore, I am aware that there are s tin trent penalties for submi We imfomation, mat I do not
bolaertobehe, includingthe possiNlitydline and imprisonment for knowing vlo dors'
Name (please pant)
Tia
Oger
Address
Phone
E4nail
S'pngoe
Name of Tmtoed Indrviduel
GENERAL EROSION CONTROL NOTES:
1. Contractor shall beresponsibleforoomptiance with all sediment andemsioncontrolpractces.Thesedimadanderosbncontrdprackas
amtobeinstalledpdartoanymajorsdldiWrbances,andmainta'nedundparmanentprotedan6established. Roadsurfac0owshom
Me she should be dissipated with backing pad orapproprate measures during adjacent road shoulder regrading. Contractor is responsible
forme installation and maintenance of all sot erosion and sedimentation control devices throughout tlhcourse of construction.
2. COhedninletprotectionmustbeinstalledandoperatingatalllimesungirbdaryareashavebeanstabilized,Whenpoesibkefiaws
should be stabilized before reading inlet protection structure. Timely maintenance ofsediment oonhol structures is the responstaility ofthe
Connector.
3. All out res shall bemathtalnadhgoodwoHngorderatallImes.ThesedimentlevelInadsedimenthapsMotbecoselymonNoredand
sediment removed promptly when maximum levels are reached or as ordered bymeerginiAtsediment cont lsWduressholbe
inspected on a regular basis, and after each heavy rain to insure proper operation as desgned, An inspection schedule Mat be adId
print toMestart dconsWdon.
4. ThebcationsandtoinskllabonImesdmasedimentcapWdngstandardsshallbeasspedfietlinthereplans,asordered4theEngioeer,
and in accordance 4 to West edition 0the New York Standards and Spedftcallons for Erosion and Sediment Contri (NYSSESC).
5. Al hot shall be Aaced in a selillibecl slockpile for rouse an the she All goi material required for final goging and ark on she
shall be temporadty seeded and mulched within 7 days. Refer to sdl stockpile decade,
6. Any disturbed areas mat will be left exposed more ban 7 days and ma subject to construction Iraffx; shall Immediately receive temporary
seeding. Mulch shall be used Its season prevents the embodiment do temporaryorver. Disturbed areas shall nor be limed and
fatlNaed prior to temporary seeding.
7. All disluted am Obn 500 feet of an inhabited dwelling shall beweledasnamarytoproAdedudconiml.
8. The contractor gral keep the roadways within to project dear of soil and III and is responsible for any great clearing necessary during
Me course ofthe project.
9. Sedimord and erosion coortiol structures bell be removed and Me area stabilized when Me drainage area has been properly stabilized by
pemaned measures.
10. WI sediment and erosion control measures shall be irsalled In acconknce with current edition of NYSSESC.
11. NI regraded areas must be sablkaed appropriately prior to any rock Maraft titling, ardor till ng of adds. Special are should be taken
during construction to insure ON14ell Ing montenarce and inteftof control gmcNres.
12. Any sHpes graded at 3:1 or greater shall be stabilized with erosion Wall to be staked into pace in accordancewim me manufactures
requirement. Erosion barkels may also be required 9 the disunion of Town oNdals or Project Engineer, When stabilized blanket is
utilized fordrannel Mobilization, place all dtovolume of seed mix prorto Il net oras recommended by Me monuadurer.
13. To prevent heavy construction equipment and trucks from tri ng sol ofli anshda pervious crushed Blame pad. Lodge and
construct pads as detailed in these place.
14. Contractor is responsible for controlling dust dl sprinkling exposed soil area perlodogy with waaras required. Contractor to supply all
equipment and well
15, Contractor shall be region be for construction inspectors asper NYSDECGP-025-001 and Town dYaMownCode.
MAINTENANCE OF TEMPORARY EROSION AND SEDIMENT CONTROL STRUCTURES:
N.Y.BD.E.C. GP425401 EXPOSURE RESTRICTIONS-Satesthg any exposed eadhxorkshall be stabilvnd in acwrdancewith me
gddelinesdmaplan.
1. Traesandv¢yatat'ronahallbepdecedatallbrosasshamonmedoaildravtlngandasdirecedbymeEngineer,
2. CareshoulbetakensoasnoMdramnelconcentratedmnd1hroughtheareasofconstructionactivityonMeft.
3. FM and sitedisNrhanasshouldndbecastedwhichauseswalerta0offsleoonadjacentpropedas.
4. RunoffromlanddisMhancesshopnotbedischargedorhavehepoven6dtodischageo8srtewithoutfrstbeinginfoceptatlbya
control structure, such asa siltfence. Sedimentshall be removed Are exceeding 50% of the retention sWdu es capacity.
5. For finished grading, adequate grade Mat be provided so tat water 91 rid pond on owns for more ban 24 hours after rainfall,
except in swale flow areas whirl maydron (oras long as 48 hours aherainfall.
6. Nlewkandathearasdcancembatedlowshallbepropertystabilbedwilltemporaryoomindmeasurestopreventerooslonand
sedimedhavel. Surface Prows overatand 111 arcs shall be sfadlaed stall times.
7. 9 s"ll be stabilbed wt erosion antral materials within 7 days offing grading.
MAINTENANCE SCHEDULE:
MAINTENANCE OF PERMANENT CONTROL STRUCTURES DURING
CONSTRUCTION:
The gomwnter man igementsystam and code structure shall be Impeded on a regular basis and aflerevery recti
event Sediment huiM up shill be removed 6om tih ictal pmkb reguladyto ®sure detention apadty and proper
drainage.OutletshcureshagbeheeofobsWclons.NIpiprganddaminletsshallbehesdolign on. Any
sediment bdld up shall be removed.
MAINTENANCE OF CONTROLS AFTER CONSTRUCTION:
Controls(ndWingrespe*eougetsWdures)M dbe repi babdially for Mefirst few manmsafter anshuchon
andon an annual basis Manager. Theyshould also be Impeded a termajorstom event.
DEBRIS AND LITTER REMOVAL:
Twice a year, inspect outletskucare and dain idea foracoumulaled debts. Also, remove anyacoumuab'ons during
W mowing operation.
STRUCTURAL REPAIRIREPLACEMENT:
OuksWdure mug be Inspected Woe ayear for evidence of structural damage and repaired immediately.
EROSION CONTROL:
Unstable area dbuary to the basin shot immadiaaly he sabilaed with vegetation pother appropriate erosion antral
measures
SEDIMENT REMOVAL:
Sediment should be removed ft I has readhd a maximum depth of five inches above the slam water management
system floor,
Construction Sequence
Rear tome pan set for all plans and details which raises to construction sequence.
1. Prior b Me beginning of any sitersorik be major features of be ormalmodon mug be No slaked by a licensed surveyor.
These include Me building, Monts ofdishabena,utilitylines, and slone ahtprai
2. Prior 0the shut dmepmjed,anommopre remoronmeetirg011beheld.Thiswillbeattendedbybepriowner,me
opened responsible for complying; with the approved cocelnxtan drawings including the erosion and sediment control (EBSC)
An aro details, Me design engineer, IN engineer responsible for EBSC monitoring during ave lmdsn, lown representatives
from the arpircedng department and code edamemed.
3. A licensed surveyor mug define infrastructure motors, limits of distubi shamovelor basin imi and grades in Me lki prior
to gain ofany wroun sn.Limbsofdalurbanceshallbemarkedwithtlte'msmllatlonofconstructionfenceorapprovedequal.
The exam doe sromwdermanagement system shall he cordoned off ho minimize the doombance on this area.
4. Insalt all perimeter erosion control measures, conslrud'om entrance as shown on the ancon and sediment control plan and Me
assodaad deails. install sitfencing at the bodom of slopes. Strip site, dear vegetation, and pace topsail in stodgdle locations
shown on the plan.
5. Begin demallion of existing improvements to be removed. A] demolRon Moroi shall be removed from the she am property
disposed d.
6. Perfomconstruction dmepool.
7. Begin toexava8arardinstoMtiondmestomwntermanagement symem PmWtrenches and open excavations from
erosion. Entry inti Me system shall be Nocied off unY at has reachedlinal stabilization. Once system has ben ingalad,
backfill, seed where necessary ant re rsall measures to cordon off mesystem from d sWrbance.
8. Outing she constructor maintain and reesabllsh as required erosion control and saNliralion measures as required byMesia
pmanddeails
9. Ingell gravel surface, Once insteled, !Net to drator system may be unblocked,
10. Install and backfill curbs, grade, place final ad topping and pd in on pamhnentvegetadue cover overall disturbed areas,
landscape beds, slopes, V.
Winter Stabilization Notes:
I oansbudon acNes are expected to stand'mm o am dump the wino r seam the connector shall anticipate proper
sabilizalbn and sequencing. construction shall be sequenced such mat wherever possible areas of disturbance thatan be completed
and permanently stabil'aed shah be done by applying and establishing permanent vegetative cover Wore the first had. areas subject
to hemporery disturbance Mat Oil not be wnYxed for an extended most oftime shall be treated with temporaryseetl, mud, ardor
erosion bankels,
TOPSOIL:
9
A
Noting Iopseil will be removed and gored in pinta sufficiently as to ad mixing with Omar
NECESSARY
AFTER
DAILY
WEEKLY
MONTHLY
RAINFALL
TO MAINTAIN
APPROVAL
NYSDOT):
FUNCTION
OF INSPECTOR
SILT FENCE
----
INSP.
______
INSP.
CLEAN/
REMOVE
3, Gradation SIEVE SIZE %PASSINGBYWGT.
21NCH 100
REPLACE
SOIL
INSP.
______
INSP.
_____
REMOVE
STOCKPILE
114 INCH 65TOIDD
NO. 200MESH 2OTOBO
CONSTRUC.
INSP.
_____
INSP.
CLEWREMOVE
1. SITE PREPARATION.
ENTRANCE
ce
11 INSTALL EROSION CONTROL MEASURES.
i
REPLACE
MAINTENANCE OF PERMANENT CONTROL STRUCTURES DURING
CONSTRUCTION:
The gomwnter man igementsystam and code structure shall be Impeded on a regular basis and aflerevery recti
event Sediment huiM up shill be removed 6om tih ictal pmkb reguladyto ®sure detention apadty and proper
drainage.OutletshcureshagbeheeofobsWclons.NIpiprganddaminletsshallbehesdolign on. Any
sediment bdld up shall be removed.
MAINTENANCE OF CONTROLS AFTER CONSTRUCTION:
Controls(ndWingrespe*eougetsWdures)M dbe repi babdially for Mefirst few manmsafter anshuchon
andon an annual basis Manager. Theyshould also be Impeded a termajorstom event.
DEBRIS AND LITTER REMOVAL:
Twice a year, inspect outletskucare and dain idea foracoumulaled debts. Also, remove anyacoumuab'ons during
W mowing operation.
STRUCTURAL REPAIRIREPLACEMENT:
OuksWdure mug be Inspected Woe ayear for evidence of structural damage and repaired immediately.
EROSION CONTROL:
Unstable area dbuary to the basin shot immadiaaly he sabilaed with vegetation pother appropriate erosion antral
measures
SEDIMENT REMOVAL:
Sediment should be removed ft I has readhd a maximum depth of five inches above the slam water management
system floor,
Construction Sequence
Rear tome pan set for all plans and details which raises to construction sequence.
1. Prior b Me beginning of any sitersorik be major features of be ormalmodon mug be No slaked by a licensed surveyor.
These include Me building, Monts ofdishabena,utilitylines, and slone ahtprai
2. Prior 0the shut dmepmjed,anommopre remoronmeetirg011beheld.Thiswillbeattendedbybepriowner,me
opened responsible for complying; with the approved cocelnxtan drawings including the erosion and sediment control (EBSC)
An aro details, Me design engineer, IN engineer responsible for EBSC monitoring during ave lmdsn, lown representatives
from the arpircedng department and code edamemed.
3. A licensed surveyor mug define infrastructure motors, limits of distubi shamovelor basin imi and grades in Me lki prior
to gain ofany wroun sn.Limbsofdalurbanceshallbemarkedwithtlte'msmllatlonofconstructionfenceorapprovedequal.
The exam doe sromwdermanagement system shall he cordoned off ho minimize the doombance on this area.
4. Insalt all perimeter erosion control measures, conslrud'om entrance as shown on the ancon and sediment control plan and Me
assodaad deails. install sitfencing at the bodom of slopes. Strip site, dear vegetation, and pace topsail in stodgdle locations
shown on the plan.
5. Begin demallion of existing improvements to be removed. A] demolRon Moroi shall be removed from the she am property
disposed d.
6. Perfomconstruction dmepool.
7. Begin toexava8arardinstoMtiondmestomwntermanagement symem PmWtrenches and open excavations from
erosion. Entry inti Me system shall be Nocied off unY at has reachedlinal stabilization. Once system has ben ingalad,
backfill, seed where necessary ant re rsall measures to cordon off mesystem from d sWrbance.
8. Outing she constructor maintain and reesabllsh as required erosion control and saNliralion measures as required byMesia
pmanddeails
9. Ingell gravel surface, Once insteled, !Net to drator system may be unblocked,
10. Install and backfill curbs, grade, place final ad topping and pd in on pamhnentvegetadue cover overall disturbed areas,
landscape beds, slopes, V.
Winter Stabilization Notes:
I oansbudon acNes are expected to stand'mm o am dump the wino r seam the connector shall anticipate proper
sabilizalbn and sequencing. construction shall be sequenced such mat wherever possible areas of disturbance thatan be completed
and permanently stabil'aed shah be done by applying and establishing permanent vegetative cover Wore the first had. areas subject
to hemporery disturbance Mat Oil not be wnYxed for an extended most oftime shall be treated with temporaryseetl, mud, ardor
erosion bankels,
TOPSOIL:
9
A
Noting Iopseil will be removed and gored in pinta sufficiently as to ad mixing with Omar
exavabon. Smclpiles shall be surrounded by erasion control as outlined on rhea place. The
punishing dnew topsoil shall be of a baiter or equal to the following nitrate (SS713.01
NYSDOT):
1. The pH of the matedalshall bessM7.6.
2. The organic content shall ndbeassthan2%or more ban 711%.
3, Gradation SIEVE SIZE %PASSINGBYWGT.
21NCH 100
IINCH 85TO100
�wF
114 INCH 65TOIDD
NO. 200MESH 2OTOBO
PERMANENT VEGETATIVE COVER:
U"m
1. SITE PREPARATION.
ce
11 INSTALL EROSION CONTROL MEASURES.
i
12, SCARIFY COMPACTED SOIL AREAS.
0
13. LIME AS REQUIRED TO PH 6.5.
L
14, FERTILIZE WITH 10444LiBS11,000BY
1S. INCORPORATE AMENDMENTS INTO SOIL WITH DISC HARROW.
i
m
2. SEED MIXTURES FOR USE ONSWALESAND CUT AND FILL ARM.
MIXTURE
LBSIACRE
"a
x
ALTA KENTUCKY BLUEGRASSb
IN
H
20
CREEPING RED FESCUE
O
Uk
5
26
0
0tl
�
RYE GRASS ORREDTOP
1
00
5
tl
00
A
bD
defy
> ?
ALT. B CREEPING RED FESCUE
Im
a
z""
23
REDTOP
~r
2
n
TALL FESCUEISMOOTH BLOOM GRASS
~a
"
o o
2D
3. SEEDING
3.1. PREPARE SEED BED BY RAKING TO REMOVE STONES, TWlGS,RDOTSAND
N
OTHER FOREIGN MATERML.
N
32. APPLY SOIL AMENDMENTS AND INTEGRATE IMO SOIL.
3.3. APPLY SEED UNIFORMLY BY CYCLONE SEEDER CULT4PACEROR
HYDRO -SEEDER AT RATE INDICATED.
3.4. STABILIZE SEEDED AREAS IN DRAINAGE SWALES.
3.5. IRRIGATE TO FULLY SATURATE SOIL LAYERS, BUT NOT TO DISLODGE PLANTING
SOIL.
3.6. SEED BETWEEN APROLISTAND MAY ISTH ORAUGUST 15THAND OCTOBER
15TH.
3.7. SEEDING MAY OCCUR MAY 15TH AND AUGUST 15TH IFADEQUATE IRRIGATION IS
PROVIDED.
SUE PREPARATION: LL 1. INSTALL EROBION CONTROL MEASURES.2 SCARIFY AREAS OF COMPACTED SOIL.
3. FERTILIZE WITH 1MM0AT40NACRE.
4. LIME AS REQUIRED TO PH 6.5
SEED SPECIES:
MIXTURE: LBS.IACRE:
RAPIDLY GERMINATING ANNUAL RYEGRASS 20
(ORAPPROVED EQUAL)
PERENNIAL RYEGRASS 20
CEREAL OATS 36
SEEDING:
SAME AS Pi
APPROVED
Resolution Number Zb 16
Date 3 Lb
a
U
9
A
h
N
C
�wF
U"m
N
0�
c
Poo
C
IN
M
a
z""
a
U
9
A
h
N
C
0
0
r4"
W
C
i
i
DESIGN
Y MULCH BED
12'SOILMEDIA
29WASHEDGRAVEL
RAINGARDEN SURFACE
GUIDELINE
DING LAYER - an MAX
SOIL MEDIA LAYER
17. IF MAX
0.05 FT -1 FTTYP.
BED
RAINGARDEN SIZING CALCULATION where
I
WATER QUALITY VOLUME
VOLUME OF SOIL MEDIA WON=WaosedadtyVardenSurface Nee (�
WOv=IP(Rv)A)112
Vsm-(A,g)(Dam)Nam) DIM = Sol Mai Dept (9)
P=90%RAINFALL: 2.iB'
Vsm=(100sg(1.5S)(0.2) DdImNs"LaysrDeplh(t)
Rv-0.05+chi
Vsm=210d DIP = Forcing Depth (4)
1=lmpamousoover(%I
Vsm-Vdumeof Sol Made (cq
VOLUME OFDRAINAGE LAYER
Rv=O.OsfD009(tDO)
Vol - Volume of Drainage Made (c)
PIN =ggg
Vdl= Arg xOrn xNit Nam = Porosity 0 Sol Media (°A)
08,276SF
Vdl=(676sf)(1.0)(0.4) Not =Porosity ofDrainage Media (%)
WON =(2.78'0.95'8,276]112
Vol =270Ac1
WON =1,80.34
`D 0
M T N
VAIN <Vsm+Vd+(Dip xArg)
1,803 of < 2101.50 x 676)
1,803cl<818.4c O.K.
a
SOIL MEDIA SPECIFICATIONS:
Aj
COMPOSITION-50%SANDI2030%TOPSOIL
WI LESS THAN 5% CLAYS, 20130% LEAF COMPOST
POROSITY -02
DRAINAGE LAYER SPECIFICATIONS:
POROSRY-0.40
Q 0C
w
PLANT SPECIFICATIONS:
Supoed Shmbs UM
Suggested Herbaceous PlantLHl
WITCH HAZELjHamen isvigioiane)
CINNAMON FERN (Osmundadnnamomce)
WINTERBERRY(Ilexvedallata)
CUTLEAF CONEFLOWERgiudbsoMaki iota)
ARROWWOOD(V'humumdeni
WOCURASS(Sdryu Wrinua)
BROOK-SIDEALDER (All semilds)
NEWENGLAND ASTER pour roveaerglHe)
RED-0ISERDOGWOOD (Comusslohngera)
FOX SEDGE Corex culpis idea)
SWEET PEPPERBUSH(CWraani
SPOTTED J06PYEWEED (EupaNrumreculatlm)
SWITCH GRASS (Panum v'rgalum)
GREAT BLUE LOBELIA (Lobego dpha8ce)
WILD BERGAMOT (Monads fdulosa)
NOTE:
RED MILKWEED (AsdepMaincome%)
1. The upland side of Me ram garden shad be protected from upgradentsubswiace oordi 4 14 insiahelon of all tox lay banner
or placement of 6 mil patyetlrylene sheeting along the exca+eMd sMewalls of We drainage layers,
SW-1
RAIN GARDEN DETAIL
NOT TO SCALE
D-1
SECTION A -A
30'-O'MINIMUM
A
START AT EXIST.
PAVEMENT
PLAN
INSTALLATION NOTES:
1. Stone size - use Ymin. Stone, orreclaimed orrecycled concrete equNalent.
2. Length - as required, but not less than 50 feel except onasingle residence lot where a30 foot minimum
engtll would apply
3. Thickness - not less than six (6) inches.
4. Wdh-10 tot minimum, but riot lea than dlefull widlhalpoints where ingress or egress occur. 24hg
single enhance to age.
5, Surface water - all surface waterkiingordivededtowardconstructionentrancesshallbepipedacross
the entrance. 9 piping is impractical, a mountable berm with 5:1 slopes will be permitted.
6. Maintenance - the entrance shall be maintained in a condition which MIT prevent backing onRowing of
sediment onto public right of way this may require periodic top dressing with additional stone as conditions
demand and repair andlordeanouta of any measures used to hap sediment. All sediment spilled, dropped,
washed or tacked onto public dgM of way must be removed immediately.
7. Washing -wheels shall becleaned toremove sod 1mantpnor toentrance onto pubicright ofway, When
washing a required, it shall be done on an area stabilized with stone and which drains into an approved
sediment trapping device.
8. Periodic inspection and needed maintenance shall be provided ager each rain
STABILIZE ENTIRE FILE WITH r r 2
VEGETATION OR COVER r r r r r �1 SLOPEORIESS
r r
rrrrr r
r +
rr rr+r++rrr rrr rr
1 r r r r rr+ r
r r r f r r
rrr+ r rr r r
rr rrrrrrrr+ rrr+r
r +rr r r rr r r
r
r +r r r r r r r r
rrr r rr r r r r r
rrrrrr r r r r r r
�rr"rh""wrrv+xrvrrrrrrrrm r
�rr'T+rrnl u m m
I- _111_111 ILII III_; � I-II. L-IH-���
MIN SLOPE SIRAWB4LESORSILTFENCE MIN SLOPE
SYMBOL
3&
NOTES:
1. Area chosen for stockpiling operations shall be dry andslable.
2. Maximum slope ofslockpleshall be1:2.
3. Upon completion of soil slockjoiling, each I shall be surrounded with either sill fencing orstrawbages, ten slarbitzscl with vegetation oroovened,
4. See detadPorinslaggianofalliance.
E•l STABILIZED CONSTRUCTION ACCESS DETAIL E•2
WOOD OR METAL DRNE POSTS ATB'41'
O.C. MAX.
ATTACH SILT FABRIC ON UPHILLSIDE
OF POSTS AND BACKFILL OVER FABRIC
FLOW
i Galvanized Metal Grate PROPEX81 OPFABRDQR
v � APPROVEEDDEQUgUP1
r
SOIL TOBERETAINED
DIG B'X6'TRE INCH INSTALL FABRIC AND
BACKFILL
II NAT VE SOIL
II EXISTING AREA TO BE PROTECTED
SECTION
4-314" OUTER WIDTH, 4 LIS" INNER Will 10 FT LONG NEUTRAL CHANNELS
CIURED FROM PVL, MADE IN THE U.S.A. AND CONNECTED WITH COUPHNGS
IRYI.THE N254GRATES ARE MANUFACTURED FROM GALVANIZED STEEL AND
INNS L WITH THE REQUIRED #229 SCREWS. THE CHANNEL DRAIN SYSTEM CAN
GNED WITH A SLOPED GRADE AT THE SURFACE TO INTERCEPT SHEET HOW
TO AN APPROPRIATE OUTLET, ADA COMPLIANT.
I AS OUTLETS CAN BE CONFIGURED AS BOTTOM OR END OUTLETS
SOLDSEPARATELY)
04 Class B
+ Loads of 61,175 psi.
Recommended lot medium -My pneumatic ine (rel
autos and light trucks a1 speeds less Than 20Inch
pN
NOW "A RMOOlermo a yR+ Lghn"M wgaw I°GKN
1NUV mAlbeoldk°A91p'1YlttKKi.
,drreWl ue=PW* vtA mmh Ost*M
Mmes for suWgs ant Wtt S 45 IMA AAI
Nrxpawropede Nn IRnlllmmr�npxdmm"
,In Ud morn �a Nrs � pwrmxnn n mitt ro rkrtlua ma
t.=*uxa�umw.
mynl, pWt t�nX Ne kwgm d N Wuvua In rum IN
�Vutmxl UN mtrnemMsarz muVk'wpmmptv."
wmnpuraarA XpSiSmem Ymmr+>b�aM xeOlk A�µr
Rev 3104/24
TRENCH DETAIL
NOT TO SCALE
POSTS FASTENED TOGETHER
PLAN VIEW: JOINING SECTIONS
WOODEN FENCE POST 4 FT. LENGTH
SUPPORT NET FILTER FABRIC
Z
x
0 ANCHOR FABRIC V BELOW EXISTING
CHANNEL WHEN CROSSING STREAM
CHANNEL
ELEVATION
NOTES:
1. Filter cloth to be fastened socurely to post steel star t or u type or 2' hardwood posts at top and mo socion.
2. When Two salons of III dot adjoin each other they shall be overlapped by6inches and folded. Filter cloth shall bemiral1BOX,
staMlinka t140n or approved equal
3. Maintenance shall be performed as needed and mal removed when 'bulges'III inthe silt fence.
4. Excavate 4 inch bench along the lower perimeter of file site,
5. Unroll a section at a gme and posilion to post against the back (downstream) wall of the trench hat side away from direction of low).
6. Drivethepostintotlhegroundunitthenettingisapproximately2inchesfromthebenchbottom,
SYMBOL
1. lay the teem flap of fabric onto the undisturbed bottom of the trench, backfill to trench and tamp the soil. Steeper slopes require an
intercept bench.
6. Join sections as shown above.
E-3 I SILT FENCE DETAIL
NOTTOSCALE
SOIL STOCKPILE DETAIL
NOT TO SCALE
LEADER MUST REMAIN INTACT,
DO NOT PRUNE HEAD UNLESS SPECIFICALLY
INSTRUCTED BY THE LANDSCAPE ARCHITECT.
GUYING FOR TREES UP TO 16' HEIGHT
SHALL REQUIRE 2 STRANDS OF 12 GAUGE
GALVANIZED MIRE & 141 RUBBER HOSE.
(3) 7 X 7 CEDAR OR HARDWOOD STAKES
G'-0' LONG MINIMUM, SET 1200 APART.
TRUNKWRAPPING
3' DEEP MULCH OF ii BARK CHIPS IN SAUCER,
ROOT CROWN SHALL RARE SAME RELATIONSHIP
TO NEW GRADE AS TO GRADE WHERE DUG.
CUT BURLAP LOOSE FROM TOP OF BALL
AND FOLD DOWN,
PLANTING SOIL:
3 PARTS TOPSOIL
I PART PEAT MOSS
S LBSICY BONE MEAL
3LBSICY5.IMFERT.
LOOSEN SUBSOIL TO 6' BELOW PR.
NOTES:
L Pt to be l2'deeper&2fkerlhanbal.
2. Loceensutsoil6'bebwpt,
P.1 TREE PLANTING DETAIL
NOT TO SCALE
N
00
0
vL
HEIGHTANDSPREAD.
0
Y NICK LAYER OF 1.117BARICMULCH CHIPS IN
SAUCER
ON
�
An
4
0
«m
m
THAN FINISHED GRADE.
lU9N
A
d
`D 0
M T N
a
OroQ
Aj
0
UkoG
1
M
Q 0C
w
rnrn
M
O
d b
V/
<00
N
'0
b0
r
>
QNN
W
0
"
0
A,UoC\
i
NINEN
DIRECTED BY LANDSCAPE ARCHITECT,
HEDGES SHALL BE PRUNED TO UNIFORM
HEIGHTANDSPREAD.
Y NICK LAYER OF 1.117BARICMULCH CHIPS IN
SAUCER
c
0
DECIDUOUS STOCK MAY BE SET V. 3' DEEPER
m
THAN FINISHED GRADE.
a
CUT BURLAP LOOSE FROM TOP OF BALL AND
FOLD DOWN.
PLANTING SOIL:3 PARTS
TOPSOIL 1 PART PEAT MOSS
SLBSICY BONE MEAL SUBSIDY
SIRS FERT.
NOTES:
1. Donotadd fer6lhertaplarsigW.Forfallplaotlngseespectical'ons,
2. lot to be? dceper& 12' kerlhan Ball o*astspread of bare Ws,
3. AsingMhxhshollbedugforallSMub8haWarh4e.
P_2 TYPICAL SHRUB PLANTING DETAIL
NOT TO SCALE
APPROVED
Resolution Number _fib-_-�
Date 312.
U
0.
w
0