HomeMy WebLinkAboutSite plan revised 5.13.2026EXIS
LSCSF
EXISTING 4' V!lDE GRAVEL
BUli(f TO REMl'JN \
\ TING GRADE -•
'
8'¢
.. , . ' ·•• . .: . •· .. -.,
LAND UNDER OCEAN
t TOP OF WALL SHALL BE 5 3' (TO MATCH EXSTING),
1 AND NO MORE THAN 10' ABOVE EXI TING SEAWARD GRAf E
, ....,.-EXISTING 8'x1J' LANDING V.,' ft 2.5'x 1J' RAMP ( 0 REMl'JN)
-/ EXIS
1
TING 6'x40' FLOATS (TO BE CONVERTED TO 6',32')
MHW = 1.1' (FORCED)
.
£: 11 ' ' L0'(23
,, 0'
' 6 }1,
0 --xcAVA11,_0N .. . . r ~
'. 4t'l'•l'l'Y(!J ~ ..... , ........ ~~1"..~i ;;l.~ .!f.Q~~m: ,, ......... ,,---
BULXHEAD TO-EXSTING
BE REPLA
SEE DET
CED Ii KIND;
.aJLS
-10
o+o
DCE #24-086
'-: ..
rl'= ;, v --EXISTING GRADE
I '
l .00 0~ 10.00 0+20.00 0+30.00 0+40.00 0+50
BULKHEAD SECTION A-A
5 0 5
SCA LE: 1"=10'
'
I • • ' cri
', ·.""
~ -~
2·,s·
CAP TOP VIEW
(ALTIERNATIE) CAP TOP VIEW
20
(2) 2' X 8' P.T. CAP:
W/ ½' GALV. BOLTS
0 3' o.c. {1YP)
½' GALV. LAG BOLTS ~~~-0 J' 0.C. (1YP) (ALTIERNATIE
111TH CAP THRU -BOL TS (1'11')
(2) 2" X 4" P. T. CAP
SUPPORTS; W/ ½" GA LV.
BOLTS O 3' O.C. (1YP )
SHOREGUARD CL 9900
SHEETING (1'11')
BULKHEAD CAP OPTIONS DETAILS
4
SCALE : I '= 2'
10
0
-10
6
--
TOP OF WALL SHALL BE 7.8' (TO MATCH EXISTING),
AND NO MOOE THAN 10' ABOVE EXISTING GRADE
PROPOSED CAP; SEE DE TAIL
i------20' MIN IMUM EMBEDMENT -----<--1
SHALL DEVELOP 18K MIN.
PRCl'OSED CONT. P.T.
EXJSllNG GRADE 3' X 6" BACK WALE
ONT. GREENHEART
R WALE
NEW 1 1/2"~ CHANCE HELCAL SCREW ANCHOR
1YPE SS5 1Jf X 5' \'!TH 8" & 10' and 12' FLGHTS
0 7'-0' O.C. MINIMUM ANCHOR PENETRATION
SHALL BE 20', AND DEI/ELCI' 18 KIPS MINIMUM '19
ANCHOR FORCE PER ANCHOR I I
EXISTING GRADE--
PROPOSED SHOREGUARC CL 9900
~NYL SHEETING, 20 FEET LONG
BULKHEAD ELEVA T!ON DETAILS
2,s i
SCALE: 1"=5'
s·xs·
3" X 6"
ANCHOR WALE
BACK WALE
PROPOSED SHOREGUARD
CL 9900 \.1NYL SHEETING,
20' LONG MINIMUM
2'±
PROPOSED ¾' THRU-BOL TS;
2' O.C. (TYP)
PROPOSED CHANCE HELICAL _ __,""li-_
ANCHORS; 6' SPACING, (TYP)
BULKHEAD PLAN VIEW DETAIL
2.5
I
5
I Q
SCALE: 1"=5'
LEGEND
MHW MEAN HIGH WATER
MLW MEAN LOW WATER
MA -2-£LIVA TION CONTOUR
•••• LIM IT OF WORK/ACCESS
BENCHMARK:
TOP OF TIMBER WALL
ELEV. 5.3' (NAVD88)
--= 4. 5x1 3' WOOD
3'x12' RAMP
PER LICENSE
PLATFORM,
& s·x20' FLOAT
#1297
EX. 7.5'x13' WOOD PLATFORM, 2.5'x13'
(TO BE PERMITTED) & 6'x40' FLOATS
CHANGED TO 6'X32' AND PERM I TTED)
RAMP
(TO BE
EBB
(TIDAL)
FLOOD
CONSTRUCTION NOTES:
SITE PLAN (PROPOSED)
51 I ?
I > i I,
SCALI : 1'=10'
TOTAL LOT SIZE = 8 520+ /-SO, FT (RECORD PLAN)
RESOURCE AREA TABLE
AREA WITHIN THE 100 BOEFER 8.520± SQ. FT.
LAND SUBJECT TO COASTAL STORM Fl OWAGE
EXISTING 8,520± SQ. FT.
PROPOSED= NO CHANGE
STRUCTURES WITHIN THE 0' -35' BUFFER
EXISTING =86.5± LINEAR/CUBIC FEET OF BULKHEAD (NO
RETURNS)
EXISTING DWEWNG AND DECKS = 770± SQ. FT.
b. PROPOSED =202 SQ . FT. (PATI0)+110 SQ . FT. (WAL'rl:1/AY)
L.!.::,. NET CHANGE IS 312 SQ . FT.
PROPOSED MITIGATION IS AT THE COMMISSION'S
DESCRETION .
STRUCTURES W!JHIN THE 35'-so· BUFFER
EXISTING = 1,042± SQ . FT.
PROPOSED= NO CHANGE
STRUCTURES WITHIN THE 50' 1 oo· BUFFER
EXISTING = 1,223± SQ . FT.
PROPOSED= NO CHANGE
1. ELEVATIONS REFER TO NAVD88. CONTACT SHOREFRONT CONSULTING FOR ADDITIONAL ELEVATION INFORMATION AS NEEDED.
2. SCOPE OF WORK CONSISTS OF CON STU CTI NG A NEW VINYL BULKHEAD IN THE SAME FOOTPRINT AND AT THE SAME ELEVATION AS THE
FAILING TIMBER BULKHEAD. THE NEW BULKHEAD SHALL HAVE 12-FOOT RETURNS OR AS APPROVED BY APPLICANT. THE EXISTING TIMBER
LANDING SHA LL BE TEMPORARILY REMOVED AND REPLACED. THE EXISTING 6'x40' FLOA TS DO NOT CONFORM TO THE EXISTING PERMIT OR
LICENSE. THE Y WILL BE CONVERTED TO 6 'x33' (5'x40') TO PER PERMITTED AND LICENSED. THE EXISTING DEQE LICENSE FOR THE BULKHEAD
REMAINS .
3. CONSTRUCTION ACCESS SHALL BE FROM THE APPLICANT'S PROPERTY AND FROM A WORKING BARGE. EQUIPMENT SHALL BE STORED ON THE
APPLICANT'S PROPERTY OR THE WORKING BARGE WHEN NO T IN USE. WORKING BARGE TO BE ANCHORED TO AVOID BOTTOMING OU T DURING
PERIODS OF LOW TIDE .
4. THE WORK ACTIVITY SHALL OCCUPY A MINIMUM AREA TO ACCOMPLISH THE INSTALLATION OF THE BULKHEAD. EQUIPMENT AND MATERIALS
HANDLING SHALL BE IN ACCORDANCE WITH THE WORK PROTOCOL SUBMITTED WITH THE NOTICE OF INTENT, THE RESULTING ORDER OF
CONDITIONS AND AS DIRECTED BY THE YARMOUTH CONSERVATION AUTHORITIES.
Nantucket
Sound
KEY MAP
SCALE 1•-2000'±
SURVEY NOTES:
RECORD OWNER• THOMAS DANDIS
7 CAPE ISLES DRIVE
SOUTH YARMOUTH, MA 02664
ASSESSORS MAP 19 , PARCEL 80
DEED BOOK 36390, PAGE 11
PERMIT REFERENCES,
1) SE83-20l (1979) FOR SITE ~ SEPTIC (NO CDC)
2) SE83-548 <1985) FDR BULKHEAD, LANDING,
RAMP , AND FLOAT
4) CDC FOR SEB3 -548 <1995)
5) DEQE LICENSE 1297 (l 985J NO EXPIRATION
DATD
PROPERTY LIES WITHIN RESIDENTIAL ZONE R4-0.
PROPERTY LINES DEPICTED HEREON ARE BASED ON A
FlELD SURVEY BY DOWN CAPE ENGINEERING IN JULY
2024 AND COMPILED FROM PLANS ON RECORD RECORDED
IN THE BARNSTABLE COUNTY REGISTRY OF DEEDS .
PARCEL IS WITHIN FLOOD ZONES AE (EL. 11') PER
FIRM PANEL #588 OF 875 , COMMUNITY MAP NUMBER
25001C0588J EFFECTIVE DATE JULY 16 , 2014 AS
SHOWN ON THE FEW. ON -LINE DATA BASE.
DATUM FOR ALL ELEVATIONS = NAVO 88
MEAN HIGH WATER = 1. 1' NAVO 88
MEAN LOW WATER = -LB' NAVO 88
THE PROJECT IS NOT WITHIN AN NHESP BOUNDARY
AND IS THEREFORE NOT SUBJET TO MESA REVIEW.
DATE DANIEL A . OJALA, P.E., P.L.S.
NOT FOR STRUCTURA L
5. ALL WORK SHALL BE ACCOMPLISHED FROM THE UPLAND OR A WORK ING BARGE AS MUCH AS PRACTICAL. THE SHEET PILING MAY BE DR IVEN
BY A SMALL EXCAVATOR ON THE LANDWARD SIDE OF THE BULKHEAD. AT NO TIME SHALL THE WORKING BARGE COME IN CONTACT WITH THE
BOTTOM .
6. VINYL SHEETING SHALL BE SHOREGUARD CL-9900, OR EQUAL , WITH A MINIMUM SECTION MODULUS OF 20. SHEETING SHALL BE 20-FOOT
LONG SHEETS, AND SHALL BE DRIVEN TO THE FULL DEPTH WITH MINIMUM CUTOFF. IF DESIGN EMBEDMENT CAN NOT BE REACHED,
SHOREFRONT CONSULTING SHALL BE CONTACTED BEFORE PROCEEDING.
NO PART OF THIS DRAWING MAY BE USED BY
ANY PARTY WITHOUT THE EXPRESS WRITTEN
CONSENT OF SHOREFRONT CONS ULTING AND
DOWN CAPE ENGINEERING, INC.
7. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RETURNED TO THEIR PRE-CONSTRUCTION CONDITION. ALL WORK SHALL BE
INSPECTED BY SHOREFRONT CONSUL TING AND RECEIVE APPROVAL BEFORE REMOVING EQUIPMENT FROM THE SITE.
8. THE ACCESS ROUTE AND WORK SITE SHA LL BE CLEANED AND RESTORED TO RESEMBLE THE PRE-CONSTRUCTION CONDITIONS.
9. THE CONTRACTOR SHALL OBTAIN A COPY OF THE ORDER OF CONDITIONS ISSUED FOR THE PROJECT BY THE YARMOUTH CONSERVATION
COMMISS ION PRIOR TO THE START OF ANY WORK.
10. ANY TIMBER USED IN THE WATER SHALL NOT BE CCA PRESSURE TREATED. ALL HARDWARE SHALL BE GALVANIZED OR STAINLESS STEEL,
UNLESS OTHERWISE APPROVED BY OWNER OR SHOREFRONT CONSUL TING .
11 . ANY DEBRIS OR MATERIAL THAT ENTERS THE WATER DURING CONSTRUCTION SHALL BE REMOVED IMMEDIATELY.
12. THE EX ISTING ANCHORS SHALL BE INSPEC TED, PULL TESTED, EVALUATED AND RE-USED WHERE POSSIBLE. NEW TIE ROD SECTIONS SHALL BE
WELDED ONTO THE EXISTING USABLE SEC TIONS AND WRAPPED OR COVERED WITH A PROTECTIVE COATING TO PREVENT CORROSION. NEW
ANCHORS MAY BE INSTALLED AT THE DESCRETION OF SHOREFRONT CONSULTING AND THE PROPERTY OWNER.
13. REFER TO STRUCTURAL DRAWING ENTITLED "PLAN SHOWING 10' ENGINEERED VINYL BULKHEAD", BY SHOREFRONT CONSULTING, AND STAMPED
BY MARK MCKENZIE, P.E., DATED 12/12/12 FOR BULKHEAD DETA ILS . THE CL9900 SHEETING SHALL BE UTILIZED TO REPLACE THE CL9000
MATERIAL WHICH IS NO LONGER AVAI LABLE . THE CL9900 HAS A SECTION MODULUS OF 20 WHERE THE CL9000 HAD A SECTION MODULUS OF
16 .4; THEREFORE, THE CL9900 IS A SUITABLE REPLACEMENT AND SHALL BE USED. ANCHOR SPACING SHA LL BE DECREASED FROM 7-FEET
ON CENTER TO 6-FEET ON CENTER, AND THE 6"X8" ANCHOR WALE SHALL BE INCREASED TO B"XB". THE BACK WALE IS ALSO INCREASED
FROM 2"X6" TO 3"X6" AT THE APPLICANT'S OPTION.
14. THE BULKHEAD SHALL BE REPLACED IN SECTIONS. ANY AREAS OPEN TO THE WATER SHALL BE PROTECTED WITH A SILT CURTA IN.
15. THE BULKHEAD CAP MATER IAL CAN BE P.T. OR P.T. AND FACED WITH AZEK AT THE APPLICANT'S OPTION.
/.\6. THE EX ISTING 4.5-FOOT WIDE PLANTED BUFFER SHALL BE MAINTAINED BEHIND THE BULKHEAD. ADDITIONAL PLANTINGS MAY BE REQUIRED TO
L.!.::,. MITIGATE THE UNPERMITTED PATIO AND WALKWAY. ADDITIONAL PLANTINGS SHALL BE AS REQUIRED FROM THE CONSERVATION COMMISSION
AND PROVIDED ON A SEPARATE PLAN.
permitted patio an
,:, --·;,: '1 :.;
.YARMOUTH M
ENGINEERING ~
U'THPORT, >'MA 026,75
i,i.(598)_<, 3~2-4541 ~/ .. ·.~···. ) · .. ,,
RONT . CONSUL TING
• f 290 CENTER STREE T' .
DENl'i1s' PORT, MA!'026Jg!Ji,,s,')i\'~••·~
(508) 280-8046
'' WWW.SHOREFRONTCONSUL TING.COM
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