HomeMy WebLinkAboutRevised Site Plan Rec'd 5/30/25 ()
i UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED
HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS.
400 Ostrander Avenue, Riverhead, New York llel01
tel. 631.727.2303 fax. 631.727.0144
odmin®youngengineering.com
N oliq
Howard W. Young, Land Surveyor
I / Thomas C,. Wolpert, Professlonal Engineer
'
A46
" 1 I lot 1 ' DRAINAGE CALCULATIONS Douglas E. Adams, Professional Engineer
9 I / I A45 ---- � i-• Daniel A. Weaver, Land Surveyor
I CMF - - -
E ► - - - _ - RC - - _ - - _ RCF / A= AREA OF TRIBUTARY(S.F.)
_ I i / R=RAINFALL(FT.)
� > I 1 - -► _ _ cMF SILVER LANE / y - C=COEFFICIENT OF RUNOFF SITE DATA
I - - - Lot 2 I I RCF
A44 SCTM NO. 1000-47-2-9
, / SCTM NO. 1000-47-2-8 = 9,055 SQ. FT.
h I / / TEST HOLE DATA VOLUME REQUIRED * SCTM - - _
S W =' E W7 / / TEST HOLE INFORMATION FROM APRIL 25 2022 ROOF: 1,068 SF x 2/12 x 1.0 = 178 CF NO. 1000 47-2 9 10,351 SQ. FT.
o L I o 3 / SUBSURFACE SOILS 6C FOUNDATION EXPLORATIONS VOLUME PROVIDE * SCTM NO. 1000-47-2-10 = 2,944 SQ. FT.
1 -- -1 now or I `? v ' L CL 1 /� / / PERFORMED BY SLACKE TEST BORING INC. D
formerly 1 ti vj o / / 10' DiA.x3' DEEP STORM DRAIN = 205 CF SCTM NO. 1000-47-2-11 = 37,912 SQ. FT.
' 1 I �A43
I I Douglas Dwyer& Eileen DwyerI o } 1 / 3 / - EL=10.8 0.0' SCTM NO. 1000-47-2-12 = 22,339 SQ. FT.
now or formerly I 3 'v `L- I " TOP SOIL/ SCTM NO. 1000-47-2-11
Joan
' 1 Miles Lot 3 i � a � co1 ORGANICS * SCTM NO. 1000-47-2-13 = 24,196 SQ. FT.
1 I FRAME 1 4I FRAME 1 now or formerly o 3 � � 2.0' VOLUME REQUIRED
/- IPF ( SHED FRAME I SHED ' Thomas R. Shearin& i -A4z 40 SILTY s F&E ROOF: 11,302 SF x 2112 x 1.0 = 1,884 CF * SCTM NO. 1000-47-2-14 = 70,070 SQ. FT.
RCF a 616 SHED N89°53'40"E Wanda Sue Shearin W/ �° GRAVEL 4.0' VOLUME PROVIDED * SCTM NO. 1000-47-2-15 = 88,340 SQ. FT.
I IPF G28 3 (7)10' DIA.x4' DEEP STORM DRAINS = 1,916 CF
' I ------ S86°15'00" CMF �_ 182.00 MPF __ I -
1 _ �-' •-M-77' •" - d Gz7 MPF _- '" - / / CLAY W/ SCTM LOTS 11 THRU 15 ARE TO BE MERGED PER ZBA APPROVAL.
�+ FINE&
_ w' D/' COARSE
I _/ N -• __ - #1 /A41 GRAVEL SCTM NO. 1000-47-2-12
-�-• -_ #3 #2 / - 8.0' VOLUME REQUIRED
now°r formerly Lot 4 � /O� ROOF: 2,306 SF x 2/12 x 1.0 = 384 CF
' 1 8ertetto _ / CLAY
Family S - 625 #4 /
Revocable Trust now GW EL=0.8 10.0' VOLUME PROVIDED
/ �1J Edward °r f0rmerl PARKING DATA
#5 WOODS z4'DrA / aao `Tu►'Ienia Y (4)10' DIA.x4' DEEP STORM DRAINS =1,094 CF w�+,
I _ TREE / & Jean CLAY W/ -
1 FRAME 7•)' / SCTM NO.1000-47-2-14 J Burden FINE SAND
SCTM NO.1000-47-2-15 O DIA 24'DIA y / - EXISTING PARKING TO REMAIN - 31 STALLS
SCTM NO. 1000-47-2-13
SHED 7 /-- OAK TREE O `�' VOLUME REQUIRED * PROPOSED PARKING = 19 STALLS
I TOTAL PARKING = 50 STALLS
Lot 5 - � �SD oNc v�� _` O � L •� 17.0' ROOF: 2,306 SF x 2/12 x 1.0 = 384 CF *
1 -/ W ��M
�� Co sroNf •\ _ �34 A3B VOLUME PROVIDED
_ - - - - - - 11'DIA 4.2' h13I' I srA4 �1 / S JrJc_�0 „ (2)10' DIA.x4' DEEP STORM DRAINS =547 CF
LANDWARD LIMIT OF - BEECH / e4 7(/� h PRp _
1 FRESHWATER WETLANDS AS #6�% / o 6,8, O/V J °mob 174 ,
I 1 nOW DELINEATED BYCOLE r 1 SDI /� u Z '� 3 A37 98
1 °r formerly ENVIRONMENTAL ON06/25/22, / 12'DIA M o' a 60 0� / SCTM NO. 1000-47-2-14
I Jeanne J. peFranco G2a UPDATED ON 09/08/23 _ TREE �/ �m I sroNP VOLUME REQUIRED
I D Lot 6 N #7}" �/ F zi� -16.. --9�- �3obi [� /- SCTM NO.1000-47-2-8 ROOF:4,856 SF x 2/12 x 1.0 =809 CF
I s
�! .\ / /� ~GqR st sr s s tsI A36(�' MARSH VOLUME PROVIDED
- - \ 623 /- /Sp\ ,�' °Nf I srALL 3 o N80055100„ (- - � m (7)10' DIA.x4' DEEP STORM DRAINS = 1,916 CF
7'DIA` 12'DTA , Z
I / EEC BEECH/ I o1V 24.6' 187.21' 31 A30 --L C SCTM NO. 1000-47-2-15
40'DI s' \ F I STALL f n 11.0 v, _-i-• N N __
1 N /• 1 � OAK° 16 DTA I8. STONF N 2 ~Iz.0, :ti I �.R35 �, \ VOLUME REQUIRED
I L ` . ; \ 0, 6 o J A O �f •. A28 ROOF:994 SF x 2/12 x 1.0 = 166 CF
I VI Lot 7 O 3 oNc. \ BEECH "
1 = now Merl W� \ a a �H- 9;6. , v `vt�
or for 622 - 3 METAL\ , a�o� °° sD - SCTM NO.1000-47-2-9 A32 `o 'E 1 VOLUME PROVIDED
I I Nickolas Y �- #10 7 DI 14 COVEP a .6' j 4, N 2q8, �� - �S N -
_ WynJa #14 TREE ETA BEECH 3 1 CH 3.61 .18.47 o 8 I �- 3 o z / 10' DIA.x8' DEEP STORM DRAIN =547 CF
1 _ _Ashle _
1 _ Y Perkins FRAME ' - #13 16'DTA �� I ONC•WALL F ct O � ti
SHED 2.8 - 15 TREE 3 SD \1 1 `L �A N80°55, yA34 O
#Iz �,/B ci I I cp CM 0 00"�/ CEDAR TREes to 1 N L PROPOSED FIRE ACCESS LANE
1 O I B'DIA I Oy i lS \' 20.17' \-146:77' A33 0 A2T
IPF #11 ` #16 TREE BEECH Y , 9 f OO., srONE ---..-. O -o � VOLUME REQUIRED NOTE
Lot 8 #17 21,DI tibti�� 'r , '`: `'�I: 6� s SCT o � - w `�26 STONEBLEND:4,765 5F x 2/12 x 1.0 =794 CF
-p - - _ IPF ! #23 #18 AK t ��POS NP ' , ,•,; Q s WALK-IN 5 STALLS j 1�0 47-2-10 ao -`�.
5'DTA ; c y,�Jy� 6 `\�� ';; '��' O'' ON 47.59' ., SOME UTILITY LINE INFORMATION HEREON HAS BEEN PROVIDED BY THE
1> orn WbF -\. VOLUME PROVIDED OWNER.
1 O #22 #21 BEECH F ?f O ? •o. � / r'o, �' S' _ O s o � STONE O C ALONG '\ A25
- - WDF D #20 19 GR/ S cO�2c, b.u+ ti \ / . ✓y Cp6 0 ��s N80 55 0 �� N _ oNc./ -�
1 � � �9�•�3• ��' � .9 � O O \ 0 �/ ctlRe (3)10' DIA.x4' DEEP STORM DRAINS = 821 CF
- - _ 3.6'E FP v b __
1 - _ • -�. / 0'DIA 3 0 / r/p�\ aV" \?'S N Q9 �,� N s` 167.76' CONc,p
/; 4 Ap
BEECH 3GQ � rer, r9 s f'0�' �� s� � by I tiv IPF ` A24
00 �� e? sD s• �`> cc - • PROPOSED STONE PARKING AREA
1 24'DTA c 14.5' ti Ply Oj <D u 3 O o DI
now or formerly BEECH O r�, F��O� lD/ ,'CMF Dz ONC.PA V1 SS0 5 ' „ 8'
I Robert F�ti� a °s tiq IPF 5 00 E coNc. I 9• " \- VOLUME REQUIRED
I O. , W/AC UNIT rq a23 STONEBLEND: 11,428 SF x 2/12 x 1.0 = 1,905 CF
Eicher NP 339.83 F 1z sr
' WOODS p ? , E. 1.6' s o.,; ALLS 189
Lauren Eicher 8 w 4 Ate•b .' S 71 16.5' e N 49 I
ROOF: 1,531 SF x 2/12 x 1.0 = 255 CF
I I TIMBER 14 TE
1 O O G201
SD in WALL 66 TOTAL REQUIRED = 2,160 CF
STOLot 9 WDF , �/ ;j .5' D a a a'? , / � u
DTA /.::d.;.. , 2.2' m Z> N
N0 OAK /' /'I 1 3` �n16.0' GRATE "' S a o° o � P/ VOLUME PROVIDED
_ PARKrNG 21'DTA y, aow Z w a A22
�'-- / , .. i .f,, ELc8.0 °IU 5 ty WOOD DECK 99.0 ,, 48.5' n I 19.6' I
- SIG OAK* • NP m1 o \ � RO ---� 1 - (6)10' DIA.x6' DEEP STORM DRAINS = 2,463 CF
SD Q rl
I now or formerl WDF SIGNS 20'DIA // /�Q's !; ,�� N 1 20.4' 99.8' 1\ -
I Patrick 8e y 08 W (TYP OF 11) 1 185 =EXISTING STORM DRAIN
® 5/:Q. ,. , m M GRASS
11civen a 21'DIA EECH 3 r y� /r // 23.4' v 6'17.8' _ N /S \ -
ga 3 OAK /r '/ /'t_��P CONC.PAD BRICK s`s ", O 17.9' 1 Q 1 SDI
L CLF �/� /i.(� C�r�OP//' W/A\UNIT A �s /�� 00 Z� 43.3' v , ru I A21
/ SD\ N 1 SD ` N �+" 4.0'M f I
Lot 10 --___ ''�� ',' N 1�-/W MET 3 3 WOOD DECK I SD =PROPOSED STORM DRAIN
COVER N f 69.5' Z>
_ r 6.0' M CONC. N Z
P 3 18.1' WOOD W/META \
- - - Lot _ O SD w s` �0 36.3' /� ° m c SD/
I _ - - - 9.. 1 j p12f 3 w m DECK n i. 22.6P COVER u \ 1
IPF 11 1 �,. O - l 1�� 00 Q
_ O•I?(I? 0 5 LC) FRAME a0
1 - - _- SD s 0 'i. �g0.6' r� 18.0' " 6.2' /� •-� e 20
1 - _ - - s F �'L s� SD-1--3 3.2' L w BUILDING 2.1� 12.5' \'y \sD/ N I
PROPOSEp STONE - � NP "' ti wooD N N ° N I G3L��[ D�C�DD SURVEYOR'S CERTIFICATION
I - PARKING AREA sD SD - o w I N " DECK o Z \ � w GO 'SL)1 D� oattgy!g
CONC.PAD 19.1 - 19.9' 9'0 .3 m `L \ / "' " *WE HEREBY CERTIFY TO SILVER SANDS HOLDINGS I, LLC THAT
19 NEW STALLS titi O W/AC UNIT * o w A19 MAY 3 0 2025
�p �/ 0 coNc. Ro o " U g C1 3 I THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE CODE OF PRACTICE
' Lot �o \ in W/METAL\ I SOUTHOLD 1 OWN FOR LAND SURVEYS ADOPTED BY THE NEW YORK STATE A OF
' nOW 0 t 12 Zg NP �t I COVER m 2 14 a Ni PLANNING BOARD
r formerly R ° 3z ' LI'i -.o " PROFESSIONAL LAND SURVEYORS. �� QF N .
I �' / ' O ---_1_ 5,8' 29.7' "f - - SCTM NO.1000-47-2-11 - c�P D
I Willis Einsel4 TH \
' Noel Ra ,/ Z 18.4 o o FRAME 11.9' U;i w P.R �✓ �-
n1 I plsarda / � *"to .. " GRASS - M BUILDING u 3 5D/ O I 4
m N - V WOOD co .r ( / A13
/ ` O V°
J N PO AIz
-0 .� ((� 18.2' s 4B -� / t<w N A18-\ A17�3 A15�3 .. .�� C� ?aL`_ .d d
93 12.5' �. � Zw> °� I ._-1 I -__- A14 _ .�
i 19,-. 3 5 .�� ��� SCTM N 1000-47-2-14 C)ri,o � I '•\ �/� � cf' -5
Z \ I \ A1613/.'
' o `�0' �' Q` ` / /`�\ ice' u7 1000-47-2-13 3 `SD/ •_- ''' 5893
I sD O SCTM NO. v ' i 3
1 I CONCRETE
p �' 3 j J 1 sD/ 3 --CONC, rt J 20.4' I HOWARD W.YOUNG,N .L.S.rio6t893 �qh'D SLR
o P o .� s / 1 20.3' 1.4 1.7 1.5' _o--�`rp{2F
N / W/METER / SCTM NO.1000-47-2-12 1-5b
o � I E PAD SC M NO.10 0-�'-2-15 GRASS � TCOVER O m s 1.a' �
NP In , w4.2 P V) s/ 06 _
5 FLAGPOLE
/ I 1 noW or 22 3 ° n GRASS N WOOD DECK 72.7
" formerly Lot �
- _ for ly t 13 s / �' CONC. 17.3' 2,-6 0 "
- Richard CP Wb / W/METAL�M FRAME E _
1 - _ Steinmuller ' BUT ING° 20.T M TW13 - �- -�'• SURVEY OR
8 .-
Lath _ - " }1 '`'" COVER 3 24.0' ^'" 569°08 29"W 42.4' -. - F
--------------------
I 1 Y teinmuller _ - - I1.1' 304' 4.3' 10.9' n g 29.15' 1"
3 I 17p, N N c "' °° M BATHERS LAND ;� '
IPF m KSTCNEN a i' 17.2' b O TWIT -
N 8.8' S81°21'16"W CONC.WALL AREA=4,357 SF , SILVER SANDS HOLDINGS I LLC
_ o• FRAME2.6' s . -- TW12 -�-
_ P 24.93' � 1.31' -----�--
1 3.0' i �9 � r$' O�NBU24.ONGro s''s \\\
Lot 14 - _ z ' ° D 5.93 �'' 4°11'16"W at Greenport, Town of Southold
Suffolk County New York
I 1 _ -0 jbi o 0 24.3' j 11.0' \\ ` � SAN - TW8 TW9 � i $-r5_-�'- 5$ Z p
O 'O /��� W yN \\ \\1D WOODgU1KNEAD• 6- .. �.. 28 4\ ° 10 /
Lot 15 _ 3.7 ;AI r-tb-�- \`\ m o\ \ _ _ ._ N� ° 34 ,�- 5�2 5.6?.. -- LEGEND
N 1 _ O O _ TIE LINE ALONG APPROXIMATE HIGH
1 1 y1ipF - ---�' I OVER G 1 \ ` TW5 ` 16'J611 TWI WATER MARK AS LOCATED ON 10/29/2021 CIC =CAST IRON COVER SITE PLAN
' 1.6'W 28.2' WOOD DECK // \ cONC Wp1\ CONC WAS i- i 1• /
I CE =CELLAR ENTRANCE
J _ __ CH _ =CHIMNEY 1000 47 2 8
I - p'
INDOOR do w wooD L- --11 ,� `�\� \ 2 �1' � A CLF -CHAIN LINK FENCE
OUTOOR o DECK \ \ 1 TTva _X.- 5. .
M ' SEATING " SITTING \YI � 13°l� 5 N88°13'37"W �� CMF =CONCRETE MONUMENT FOUND 1000 47 2 9
M I TO '" AREA //\m •- 64?' "� 5 CM5 =CONCRETE MONUMENT SET 1000 47 2 10
_ 1h 29.30 OCCUPANCY SUMMARY CO =CLEAN OUT 1000 47 2 11
NOT y/ CP CONCRETE PAVEMENT 1000 47 2 12
a a eN °
" LT
EXCEED 61 ` .0e p4i voll 572 SWETLANDS AS DELINEATED BYLANDWARD COLE 564°38'07"W CP/T-CONCRETE PAVEMENT/TRANSFORMER
"- TOTAL SEATS Z 1 __ ' \` 3�' �0b ENVIRONMENTAL, 26 qg' - 1000 47 2 13
" COMBINED) g' ,1�_�`�� \ '- 0Fj9 JAN.2022 BOATHOUSE BUILDING-RESTAURANT =104 PERSONS CSW =CONCRETE SIDEWALK 1000 47 2 14
A3. �60 BOATHOUSE BUILDING-OFFICE =2 PERSONS DI = DRAINAGE INLET
WDF \ \�° County Tax Map District 1000 Section 47 Block 2 Lot 15
oL \� /' g051 "V� OUTDOOR AREA-RESTAURANT/ASSEMBLY =400 PERSONS EMTR =ELECTRIC METER
EOP =EDGE OF PAVEMENT
a ```` ``` /•31 5� 55 Q` KITCHEN BUILDING =5 PERSONS IPF IRON PIPE FOUND MAP PREPARED FEB. 22,2024
5 / ��� (' fa
SUMMARY PER LETTER DATED APRIL 1,2025 BY N.J.MAZZAFERRO PE MPF =METAL POST FOUND
\`I 01� wIF o o °ZZ G� OL ON PROPERTY LINE=POST&RAIL FENCE REVISION Record of Revisions DATE
ltor 'Cm.
c��\��� 06'E�_ g�����P --.0, ,�jl- 5�5 RCF =REBAR&CAP FOUND
0 0 &GC -�w2 " MAP,01,2024
�'N `1� RD =ROOF DRAIN PARKINMULTIPLG MAR.08,2024
rw1 Ttivs cP° �Q°?'� PO =ROOF OVER SWIMMING AREA MAR.14,2024
SD =STORM DRAIN ANGLED+ate J� o�� WDF =WOOD FENCE MULTIPLE PARKING S AUG.P.05 2024
2`0921MAY 02,2024
� 2
MULTIPLE G Ol 2024
�0() WMR = WATER METER MULTIPLE MAR.06,2025
55 579051'17"W WSF =WOOD STAKE FOUND MULTIPLE APR.10,2025
25.99' W5S =WOOD STAKE SET GENERAL AMENDMENT APR. 21,2025
M-1 =UTILITY POLE
= FIRE HYDRANT 40 0 20 40 80 120
J (•� =END OF DIRECTION/DISTANCE Scale: 1" _ 40'1 UPLA2 =WETLAND FLAG&NUMBER JOB NO.2021-0267
DWG.2021_0267 sp 1 OF 2
()
1 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED
HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITVT=DNS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS.
C-1 400 Ostrander Avenue,
651e.721 2305 f New York 114101
fax. 651.72"i.0144
#22 #21 - �(� admin®youngenglneering.com
WDF #20 #19 co .
N 3.6'E
Howard W. Young, Land Surveyor
j� CAST IRON FRAME 4 COVER Thomas G. Wolpert, Professional Engineer GQ 10
GAMPBELL FOUNDRY, PAT. NO. Douglas E. Adams, Professional Engineer
�,b Daniel A. Weaver, Land Surveyor
14.5' P �� 1007G OR APPROVED EQUAL
- O'� C ON INSPECTION POOL ONLY.
w E C a ij�, 'lam J, ip� I ON 5 SLOPE
o Qi 'L 6 I MAX- NOTE
.O' SOME UTILITY LINE INFORMATION HEREON HAS BEEN PROVIDED BY THE
0 ��� b '�� /�' CONSTRUCT SILT FENCE OWNER.
AROUND ENTIRE PERIMETER
0
Exls NG � � 1 OF STOCKPILE X
s Lot 9 W Hy ANT / �/ 8 T_ GENERAL POLLUTION CONTROL MEASURES
1.1 F POOL EQUIP WV / �' // ` - - - - STOCKPILE - GRADE IN ACCORDANCE WITH THE PROVISIONS OF THE NYSDEC GENERAL
-�� ME ° // / g Q STORMWATER PERMIT,STORM WATER MANAGEMENT AND EROSION AND
ENCLOSURE N DRAINAGE SEDIMENT CONTROL MEASURES INCLUDING,BUT NOT LIMITED TO,THE
-�� E To o FIFE FOLLOWING SHALL BE EMPLOYED DURING CONSTRUCTION:
BE REMOVEp 1.EXISTING VEGETATION TO REMAIN SHALL BE PROTECTED(BY
WDF S � L I'ZED // / //��/ I INSTALLATION OF CONSTRUCTION FENCE OR OTHER APPROVED MEANS)
0,$ c�/ AND SHALL REMAIN UNDISTURBED.
R _ W i STfi�(,J TI P /'/ CAST IRON FRAME 8 GRATE
ELOCA TE ON s� / / GAMPBELL FOUNDRY, PAT. NO. WNSTRVOTION NOTES
STOCKADE CURB EN TPA // / BURRIED I 2.CLEARING AND GRADING SHALL BE SCHEDULED SO AS TO MINIMIZE THE
TIC ( � / I'T(9S OR APPROVED EQUAL. I.PROTECTION OF STOCKPILES IS A YEAR-ROUND REQUIREMENT.
O DEFENCE STOPS J� P ° CONCRETE 2.STOCKPILES SHALL BE LOCATED A MINIMUM OF 50 FT.FROM EXTENT OF EXPOSED AREAS AND THE LENGTH OF TIME THAT AREAS ARE
1-0
PROPER OP J /`¢ CONC. I COVER CONCENTRATED 5TORMWATER FLOWS,AND INLETS. EXPOSED.GRADED AND STRIPPED.AREAS SHALL BE KEPT STABILIZED
S / 5.WIND EROSION CONTROL PRACTICES SHALL BE USED ON ALL STOCKPILES
LINE CIF / W/AC l AS APPROPRIATE. THROUGH THE USE OF TEMPORARY SEEDING AS REQUIRED.SEED MIXTURES
P� \ T 7 P, / I I 4.REPAIR AND/OR REPLACE PERIMETER CONTROLS AS NEEDED,OR AS SHALL BE IN ACCORDANCE WITH SOIL CONSERVATION SERVICE
SILT I DIRECTED BY ENGINEER• RECOMMENDATIONS.IN AREAS WHERE SOIL DISTURBANCE HAS
/ I 1 5.SEDIMENTS SHALL BE REMOVED WHEN SEDIMENT ACCUMULATION REAGH5
�q 10.43 PRECAST CONCRETE oNE-THIRD(I/5)OF THE BARRIER HE16HT. TEMPORARILY OR PERMANENTLY CEASED,TEMPORARY AND/OR PERMANENT
Lot 10 PpO` / 1 I TRAFFIC BEARING SLAB AS SOIL STABILIZATION MEASURES SHALL BE INSTALLED AND/OR
_ I MFG. BY SUFFOLK CEMENT IMPLEMENTED WITHIN SEVEN DAYS.
IDS INL;�T' �� � � 10.83 11 . � // � -� 1
i' / / PROVIDE 5' MIN 1 1 OR APPROVED EQUAL.
_ _ _ 1 1 TEMPOR/4RY STOCKPILE
PRO TEGTION I F VELOCITIES RUNOFF SHALL BE DIVERTED AWAY FROM
., ,. r - _ - _ COLLAR OF NTS LENGTH3.THE
GLEAN SAND I TO REDUCE RUNOFF
STEEPNESS
' � GROUT AROUND I
18
I CLEARED SLOPES.
-_ 1
--- �, ,'.. -�•. � f` !i.Q..,., rQ; � I ENTIRE PIPE 1
I°¢.. 20 a CA ¢ 9i;. 1 P I I4.SEDIMENT SHALL BE TRAPPED ON THE 51TE AND NOT LOi. I c.�D It_. 1.•-r^ ;g„ " 5 r 37 RF :� H- I w I ENTER ADJACENT PROPERTIES OR PUBLIC ROADS OR DRAINAG PERMITTED SSTEMS.
r 0
11 SILT' �: y '0 o I 1
f
FAN �, ON AND SHALL 8E
G� -' ` -" • �-° -' -A..;.W..r ",; � _ i�_ 't^'r �•{ � H N I � I CONCRETE
DISTURBANCE PRIOR TO THE BE
OF CONSTRUCTION PRECAST GON LIMITS OF
DRAIN RINGS A MAINTAINED UNTIL CONSTRUCTION IS COMPLETE.
p ',. .. ;-I.• c' WMR z 1 BY SUFFOLK CEMENT
co
1 ❑®00
OR APPROVED EQUAL.
- - 3"` 5D . Y^ '; . '„ 62 �"� `1` 11 .992 4- \ 0'6 18•0� 1 5.A STABILIZED CONSTRUCTION ENTRANCE SHALL BE MAINTAINED TO
sD fi .
• � ° ��. ' - PREVENT SOIL AND LOOSE DEBRIS FROM BEING TRACKED ONTO LOCAL
"I)� r: / 3 2 EMTR CO I ®�® I 50' ROADS.THE CONSTRUCTION ENTRANCE SHALL BE MAINTAINED UNTIL THE
� �
PROPOSED STONE
�.i rriI , .. <_, a"� 4. :' 11 .04 1 MIN. SITE ISPERMA PERMANENTLY STABILIZED.
ONE , -- ^.
(�Q SD 5 STONE PAVEMENT EXI5TING 6.ALL RUNOFF SHALL BE RETAINED ON-SITE IN ACCORDANCE WITH LOCAL
PARKING A E ' 1 I EXI5TING 2
.,
AREA 10-O GROUND -
*"+ N I " I S.� PAVEMENT REGULATIONS AND APPROVALS.DRAINAGE INLETS INSTALLED ON SITE
^n
�_..•' dt; '~ CONC. PAD 1 1 ``"' ' " SHALL BE PROTECTED FROM SEDIMENT BUILDUP THROUGH THE USE OF
9 NEW STALLS I w .- 3 L--- --------------------------� ,,
I i IT i. (. i , - APPROPRIATE INLET PROTECTION.
SD' F p� 11 .29 W/AC UN
-_ - - F 1.. LEACHING POOL
�- I<y. V. . ,`�i�� CONC. PROVIDE 3 MIN OF z_ MOUNTABLE BERM 7.THE FOLLOWING MEANS SHALL BE USED TO CONTROL DUST DURING
>• - - >AG"': „ f GLEAN SAND NTS FILTER CLOTH (OPTIONAL) CONSTRUCTION: A.WATER-DOWN ACCESS WAYS,STOCKPILES,AND
Lot 12W/METAL UNDERNEATH POOL MATERIAL PRIOR TO LOADING; B.LIMIT ON-SITE VEHICULAR SPEEDS TO 5
` COVER MPH;C.PROPERLY COVER TRUCKS CARTING LOOSE MATERIAL AND
PROVIpr: �, s . '.�. + 1 .49 PROFILE
E (24) 14' HIGH 0 J I _? _ 32.1' CONSTRUCTION DEBRIS.
�- ` W.,._` TH 5'8' 8.SEDIMENT BARRIERS AND OTHER EROSION CONTROL MEASURES SHALL
THUJA PLICATA POOL - � ,-'� - - ,
/ 1 5 18.4 50' I REMAIN IN PLACE UNTIL UPLAND DISTURBED AREAS ARE PERMANENTLY
s rA NpISHrr (GREEN PATIO TO BE
� 'r $ 0 MIN. STABILIZED.FOLLOWING PERMANENT STABILIZATION,PAVED AREAS
GIANT /.?:;gA$ - w Z _ M SHALL BE CLEANED OF SOIL AND DEBRIS AND DRAINAGE SYSTEMS SHALL
A R13OR VITAE) �,, REMOVED 'Q'lj. z `� If7 WASHRAGK N Tz BE CLEANED AND FLUSHED AS NECESSARY.
r..< .;:? VV (OPTIONAL) V, �2
�D Q
PROVIDE y¢ \\/ N H N 9.PROPER MAINTENANCE OF EROSION CONTROL MEASURES IS TO BE
> .. w. PERFORMED AS INDICATED BY PERIODIC INSPECTION AND AFTER HEAVY OR
1 E C6) NEWQO � + 0.35 m CO '�y:j `= °' ` ;;� - 1 ': PROLONGED STORMS.MAINTENANCE MEASURES ARE TO INCLUDE,BUT ARE
~.:h
O DIA•x6 �` /g �J 18.2 >.' _ _ Jv11]i:;:''. EXISTING NOT LIMITED T0,CLEANING OF RECHARGE BASINS,SEDIMENT TRAPS AND
//�� EXISTING Y 0
DEEP ~_- PAVEMENT DRYWELLS,CLEANING AND REPAIR OF SEDIMENT BARRIERS,REPAIR OF
S R { . i �C t DRAINAGE CALCULATIONS GROUND �. .
TO M DR Cr /' ' �^I\ Q�► -;RC�Gf?1~GATE•
�- AINS I vl ` EMTR k. BERMS AND RUNOFF DIVERTERS,AND CLEANING AND REPAIR OF INLET
- �`lr 'cn •• k>. PROTECTION DEVICES.
11 .01 _o- S 10.30, L0 v ARC
-y
KITC 19 I N A=AREA OF TRIBUTARY(S.F.) 10.DURING CONSTRUCTION,THE CONTRACTOR SHALL COMPLY WITH ALL
HEN + SD R=RAINFALL(FT.) - z LOCAL REGULATIONS CONCERNING THE DISPOSAL OF SOLID WASTE AND
SrTCHEN & P1-STUARANT M rr" ` / _,�._ i " C=COEFFICIENT OF RUNOFF I I PLAN N DEBRIS AND TOXIC AND HAZARDOUS WASTE,AS WELL AS SANITARY
y CONNEC 0 //' ; Z, T 10.39 / .5 � / SEWER AND SEPTIC SYSTEM REGULATIONS.
TO GREEN TION ' � CP/a` 1 �•89 .•'"• / �"" l _/ CONC. 2 COMPACTED DRAINAGE TO SEDIMENT
POR T SEWER wv ¢ " a W/METAL PROPOSED STONE PARKING AREA 3/4A SITONEBLEND TRAPPING DEVICE 11.CONCRETE WASH-OUT OF READY-MIX TRUCKS IS NOT PERMITTED AT
SILT i VOLUME REQUIRED SEE NOTE a THIS SITE.
DEPARDEPART GT#2 COVER
TMENT STONEBLEND: 11,428 SF x 2/12 x 0.60 = 1,143 CF UNLESS OTHERWISE DIRECTED BY THE OWNER,THE CONTRACTOR IS
F i ROOF: 1,531 SF x 2/12 x 1.0 = 255 CIF� N �NG;� EMTR RESPONSIBLE FOR MAINTAINING THE NECESSARY RECORDS OF
22' / 3 TOTAL REQUIRED = 1,398 CIF CONSTRUCTION NOTES CONSTRUCTION ACTIVITIES,PREPARATION OF INSPECTION REPORTS,AND
t; CO / a' I. STONE SIZE-USE 2"STONE,OR A RECYCLED CONCRETE EauivALENr. REPORTING RELEASE OF POLLUTANTS TO THE PROPER AUTHORITIES AS
Lot 13 CURB S CO / + 10.2 CONC. 17•• VOLUME PROVIDED £" 2. LEN6TH-NOT LESS THAN 50 FEET(EXCEPT ON A SINGLE RE5IDENCE LOT WHERE A 50 NECESSARY TO COMPLY WITH THE NYSDEC GENERAL STORMWATER PERMIT.
M 1-+ FOOT MINIMUM LENGTH WOULD APPLY).
«4 FR THE CONTRACTOR SHALL REPORT ANY REQUIRED MODIFICATIONS TO THE
STOPS CP' ;/ 37WD 10. 4 / ' W/METAL (4)10' DIA.x6' DEEP STORM DRAINS = 1,642 CIF;a•.�.�p / .: �: 3. THICKNESS-NOT LESS THAN 6". Q
�. /.H 1 � 4. WIDTH- 12'MINIMUM BUT NOT LE55 THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR SWPPP NECESSITATED BY FIELD CONDITIONS OR CONSTRUCTION
COVER -Bull , :�,. , • ,\:�- EGRESSOGGURS.
' . \� h ``` ;�;'�';` ACTIVITIES TO THE ENGINEER FOR REVISION OF THE SWPPP WHERE
TYP 2 /
-..__ L;.. . '�' I , / , j/j j ;, . ; 5. FILTER CLOTH-WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE.
11, O T, 3 4 / \ \:�` `'' APPROPRIATE.
1 - O /I \ \7'\\j 6. SURFACE WATER-ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION
'7 /� f''"'`:'% ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL,A
CON CP W MOUNTABLE BERM WITH 5:I SLOPES WILL BE PERMITTED.
O C _ +- .• -T. MAINTENANCE -THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL
PROPOSED `O 17 0' ZNG o -c AEN O` N i> 4" RECYCLED CONCRETE PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY.ALL SEDIMENT ENGINEER'S CERTIFICATION
KITC I 8.8 =NEW STONEBLEND SPILLED,DROPPED,WASHED,OR TRACKED ONTO PUBLIC RIGHTS-OF-WAY MUST BE REMOVED aim gaesodn s
HEN _ �: BASE CouRSE
� •� / 17.2 I.L EMTR IMMEDIATELY.
01 FRAME Vll. 5. PERIODIC INSPECTION AND MAINTENANCE SHALL BE PROVIDED EVERY SEVEN(?)
/ a` S� 6" STABILIZED SOIL BASE CALENDAR DAYS.
"'_BUILDINGS,
- Lot 14 cn 24.0' '_��� ;:-
00 I S D =EXISTING STORM DRAIN
- - Z c� o f- °� 11.0' \ CO _ STONE BLEND PA1/EMENT SECTION STABILIZED CONSTRUCTION ENTRANCE
Q V i--► ��
O O / NT5
H LL NTS J� 1
Cq PROP Q � � ;
R ES TU V) \ H \ S D =PROPOSED STORM DRAIN
A RA N w r"
T s
Lot 15 / r - `N \ O\ HOWARD W.Y G,N.Y.S.L.S.NO.45893n
THOMAS C.
NrNG - \ - \ DODUGLAS E ADAMS N.Y.S. .E.NO. 08983 `- -
WDF - - I WOo VER �\� PLL v
N SURVEY FOR
I.61 W 28 2 I p pECK // \ CONC. �ONC.
TNboop _ \
\ \
WOOL) \\ SILVER SANDS HOLDINGS I, LLC
OV TOOR °ELK N `, ,,' \ I TW4 - � USE DANDY BAG
�\ SEDIMENT CONTROL DEVICE at Greenport, Town of Southold
SEATING ` j\ . - LEGEND AS MFG BY DANDY OR APPROVEDODUCTS EOUAL wovEN wIRE FENCE Suffolk County, New York
(NOT To � , �� / SITTING AREA /'/ \N . / CIC ��" �CAST IRON COVER FILTER CLOTH T R
tL _, Y \ CE -CELLAR ENTRANCE ,; 5 O MWATER MANAGEMENT CONTROL PLAN
FXCEEp \ - -
� , �� ` /' CH =CHIMNEY
CLF =CHAIN LINK FENCE GRATE COMPLETELY w l
- _' j `� / \ / WET COVERED BY�' N 1000 47 2 8
TA _ � � _ - CMF CONCRETE MONUMENT FOUND UNDISTURBED DISTURBED
M O " •� SE/41 `�I �� - _ / \ CMS =CONCRETE MONUMENT SET HIGH-FLOW FABRIC 8 Ha w AREA FLOW AREA 1000 47 2 9
CO =CLEAN OUT :� 1000 47 2 10
N COI�QINEp1� o ;,, \ / • TEST HOLE DATA CP =CONCRETE PAVEMENT 4 - - I 1000 47 2 11
H TEST HOLE INFORMATION FROM APRIL 25,2022 CP/T=CONCRETE PAVEMENT/TRANSFORMER 1000 47 2 12
N SUBSURFACE SOILS&FOUNDATION EXPLORATIONS CSW =CONCRETE SIDEWALK PLAN SECTION 1000 47 2 13
WDF llm_ V PERFORMED BY SLACKE TEST BORING INC. DI = DRAINAGE INLET FLUSH INLET -
1000 47 2 14
0 \�6' ���� - EMTR =ELECTRIC METER County Tax Ma District 1000 Section 47 Block 2 Lot 15
OL I' m �. - / WOVEN WIRE FENCE tY P
o � EL=10.8 TOP sozLi 0.0' EOP =EDGE OF PAVEMENT
o ` ORGANICS IPF =IRON PIFE FOUND USE DANDY BAG
/ MPF METAL POST FOUND SEDIMENT CONTROL DEVICE
2.0 A5 MFG BY DANDY PRODUCTS MAP PREPARED AUG.OS,2024
5 / SILTY FINE OL =ON PROPE2TY LINE
SAND& OR APPROVED EQUAL
` GRAVEL PRF =POST&RAIL FENCE Record of Revisions
4.0' -
RC -R BAR&CAP U/ F E FOUND _ - ::, REVISION
_ ��� ��� •` � FILTER CLOTH DATE
- CLAY W/ RD ROOF DRAIN _ �A, MULTIPLE
FINE d - • .}'� •�=" �.t;.':; MULTIPLE SEP.05,2024
WIF 0� o / COARSE RO -ROOF OVER PAVEMENT z - MAR.06.2025
Q` - SD =STORM DRAIN SURFACE - MULTIPLE APR.10.2025
\ I ` - GRAVEL - -
�.6 C` tt'' �_� GENERAL AMENDMENT APR. 21,2025
E ��.� WDF =WOOD FENCE FLUSH
/ - 8.0 WMR - =WATER METER INLET
- / CLAY WSF -WOOD STAKE FOUND
GW EL=0.8 10.0' WSS =WOOD STAKE SET ELEVATION`
` TW1 =UTILITY POLE SECTION
'p I U
CLAY W/ =FIRE HYDRANT _ z
�00 ,��P / TW3 1' O\k FINE SAND =END OF DIRECTION/DISTANCE dJ 20 0 10 20 40 60
0'r� � , �UPLA2 WETLAND FLAG&NUMBER FLUSH INLET PROTECTION 51LT FENCE Scale: 1" - 20'
17.0' NT5 NTS
-, JOB NO. 2021-0267
DWG.2021_0267_sp 2 OF 2