HomeMy WebLinkAboutSite plan draft revision 5.15.2026ROCKS PROPOSED 40'f
IT OF RECONSTRUCTED BULKHEAD;
AL TO T.O.W. = 5.9'; MOVE 1.5'f
LANDWARD TO MATCH
ADJACENT WALL
EX gULKNENv; / O _ �O
T.O.W. 5.9 I O /
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- 2 unpermitted MAP 19 PARCEL
6 L
3 % T0� PAS
W 4 ' POOL I MICHAEL T. KEATING
"�' � w 6 0� 10 COMPASS DRIVE
-3 7 SOUTH YARMOUTH, MA 02664
/ ~ DECK �.
v) co- ' 50-FOOT OFFSET FROM'-
o ,'• w � o/
-12 v /I/ / j TOP OF WALL; (ALL
II
L, z 7 / / / OTHER OFFSETS
v� O I INCLUDING RIVERFRONT
-H Q oz o oOFFSETS ARE OFF THE
0 0 f- If EXIS ING PROPERTY)
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� (` I 7 I PROPOSED LIMIT OF
-4 0 I 6 WORK AND ACCESS
PROPOSED
WORK AND
GRAVEL �U Idly
DRIVEWAY
MAP 19 PARCEL 72
N/F
JOHN MATTHEW BURR
15 COMPASS DRIVE
SOUTH YARMOUTH, MA 02664
SITE PLAN (EXISTING AND
PROPOSED
10 5 0 10 20
40
1 "=20'
TOP OF WALL SHALL BE 5.9' (TO MATCH ADJACENT WALL),
MAXIMUM UNBLANCED FILL= 10 FEET
PROPOSED CAP; SEE DETAIL
20' MINIMUM EMBEDMENT
SHALL DEVELOP 18K MIN.
PROPOSED CONT. GREENHEART
PROPOSED CONT. P.T.
8%8" ANCHOR WALE
EXISTING GRADE 3%6" BACK WALE
2't
15'
1" DOCK WASHERS
EXCAVATE TO/'O'
1"O THREADED
FACILITATE
ROD ADAPTER
INSTALLATION
OF TIE BACK
NEW 1 1/2"0 CHANCE HELICAL SCREW ANCHOR
TYPE SS5 1Y" X 5' WITH 8" & 10" and 12" FLIGHTS
7'-0" O.C. MINIMUM ANCHOR PENETRATION
EXISTING GRADE ��
SHALL BE 20', AND DEVELOP 18 KIPS MINIMUM PROPOSED SHOREGUARD CL 9900
ANCHOR FORCE PER ANCHOR
VINYL SHEETING, 20 FEET LONG
10-FOOT BULKHEAD ELEVATION
DETAIL
2.5 0 2.5 5 10
SCALE: 1 "=5'
LSCSF
EXISTING WALL (TO BE RELOCATED LANDWARD)
TOP OF RELOCATED WALL SHALL BE
5.9' (TO MATCH ADJACENT WALL), \
10.00 MAXIMUM UNBALANCED FILL= 10'
-10.00 1
0+00.00
EXCAVATE TO FACILITATE
0+25.00
LAND UNDER OCEAN
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CONSTRUCTION NOTES:
E%C .
1.
ELEVATIONS REFER TO NAVD88. CONTACT SHOREFRONT CONSULTING FOR ADDITIONAL ELEVATION INFORMATION AS NEEDED.
2.
THE SCOPE OF WORK CONSISTS OF RECONSTRUCTING AND EXISTING PERMITTED AND LICENSED BULKHEADS IN THE SAME LOCATION, BUT RAISED UP TO MATCH
N'
A
-
T •
3.
THE ADJACENT BULKHEAD TO THE EAST AT ELEVATION 5.9' (CAP ELEVATION).
THE RETURNS ON BOTH ENDS OF THE WALL SHALL EXTEND LANDWARD UNTIL IT MEETS ELEVATION 5.9' AND SHALL CONTAIN ANY FLOOD WATERS ON THE
APPLICANT'S PROPERTY.
-
-
R EA
4.
APPROXIMATELY 13t CUBIC YARDS OF CLEAN FILL SHALL BE BROUGHT ONTO THE SITE TO RAISE THE GRADES BEHIND THE BULKHEAD ALONG THE RIVER SIDE
ONLY AND ACCORDING TO THE PLAN. ALL SOIL SHALL BE COMPACTED IN LIFTS.
-
-
5
CONSTRUCTION ACCESS SHALL BE FROM THE APPLICANT'S PROPERTY OR FROM A WORKING BARGE EQUIPMENT SHALL BE STORED ON THE APPLICANT'S
`unpermitte�
I
O �
LLjj DECK
� I
� of
I I EXIS SING
� LA DWELLING
SITE PLAN (EXISTING AND PROPOSED
5 2.5 0 5 10 20
iij
1 "=10'
8"X8"
ANCHOR
GREENHEART
WALE
2'±
3 X 6
BACK WALE
PROPOSED SHOREGUARD7\ ni nnnn v, 1. �11r lkln \
20' LONG MINIMUM�� v
PROPOSED 74
THRU-BOLTS; 2' O.C. (TYP)
PROPOSED CHANCE HELICAL
ANCHORS; 6' SPACING, (TYP)
6't
10-FOOTBULKHEAD PLAN VIEW DETAIL
REMOVE 14f ROCKS FROM IN FRONT OF WALL;
OPTIONAL TO MOVE FLOAT LANDWARD
10.00
EXISTING 6'X24' FLOAT
MHW = 1.1' FORCED
MLW = -1.8' (FORCED) 0.00
-3MLW = -4.8'
EXISTING GRADE
-10.00
0+50.00 0+ 4.39
SECTION ASECTION A-A(EXISTING AND PROPOSED
PROPOSED
5 0 5 10 20
1 "=10'
5 0 1 2 4
SCALE: 1 "=2' LSCSF
EXISTING WALL (TO BE RELOCATED SEAWARD)
10.00
-10.00
-20.00
0.00
PROPERTY OR THE WORKING BARGE WHEN NOT IN USE. WORKING BARGE TO BE ANCHORED TO AVOID BOTTOMING OUT DURING PERIODS OF LOW TIDE. " or `y uth Si
el
' 6. 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. Locus p0
7. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RETURNED TO THEIR PRE -CONSTRUCTION CONDITION. ALL WORK SHALL BE INSPECTED BY
SHOREFRONT CONSULTING AND RECEIVE APPROVAL BEFORE REMOVING EQUIPMENT FROM THE SITE. N a n t u C k
Sounc
8. THE ACCESS ROUTE AND WORK SITE SHALL 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 COMMISSION PRIOR TO
THE START OF ANY WORK. LOCUS M A P
x 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 CONSULTING. SCALE 1 "=2000'f
11. ANY DEBRIS OR MATERIAL THAT ENTERS THE WATER DURING CONSTRUCTION SHALL BE REMOVED IMMEDIATELY.
' x 12. FOR SECTION A -A IN THE CANAL, REFER TO STRUCTURAL DRAWING ENTITLED "PLAN SHOWING 10' ENGINEERED VINYL BULKHEAD", BY SHOREFRONT LEGEND
CONSULTING, AND STAMPED BY MARK MCKENZIE, P.E., DATED 12/12/12 FOR BULKHEAD DETAILS. THE CL9900 SHEETING SHALL BE UTILIZED TO REPLACE THE MHW MEAN HIGH WATER
so
CL9000 MATERIAL WHICH IS NO LONGER AVAILABLE. 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. MLW MEAN LOW WATER
_ 03x
13. THE BULKHEAD ALONG THE LAGOON SHALL BE RAISED TO ELEVATION 5.9', AND RELOCATED LANDWARD TO MATCH THE EXISTING ADJACENT WALL TO THE 2 ELEVATION CONTOUR
EAST.
14. FOR SECTION B-B IN THE RIVER, REFER TO STRUCTURAL DRAWING ENTITLED "PLAN SHOWING 12' ENGINEERED VINYL BULKHEAD", BY SHOREFRONT CONSULTING, PROPERTY LINE
x AND STAMPED BY MARK MCKENZIE, P.E., DATED 2-22-2022 FOR BULKHEAD DETAILS. THE SHEETING SHALL BE 20 FEET LONG INSTEAD OF THE REQUIRED 18
FEET, EXCEEDING THE DESIGN SPECIFICATIONS.
15. THE WALL ALONG THE RIVER SHALL BE RECONSTRUCTED DIRECTLY IN FRONT (SEAWARD) OF THE EXISTING WALL TO AVOID CATASTROPHIC FAILURE AND
x SEDIMENTATION INTO THE RIVER. THE EXISTING STONES FRONTING THE WALL SHALL BE REMOVED ONLY (IF NEEDED) TO ALLOW THE INSTALLATION. THE WALL SURVEY NOTES.
SHALL BE INSTALLED WITHOUT TOUCHING THE FRONTING SALT MARSH.
RECOJ 16. THERE SHALL BE 6 INCHES OF CLEARANCE BETWEEN THE GRADE DIRECTLY BEHIND THE BULKHEAD AND THE TOP OF THE SHEETING. THIS PUTS THE CAP TONY AND A ❑ JANENERSCAMPAGNA
HEIGHT APPROXIMATELY 1.5 INCHES HIGHER THAN THE SHEETING. 74 C AI ❑NIFER HILL
17. THE EXITING ROCKS BETWEEN THE FLOAT AND THE EXISTING BULKHEAD ON THE LAGOON SHALL BE REMOVED. THE FLOAT CAN BE MOVED LANDWARD AT THE PLYM❑UTH, MA 02360
APPLICANT'S OPTION, AND ONLY FAR ENOUGH TO MAINTAIN 3 FEET OF CLEARANCE AT LOW TIDE. ASSESSORS MAP 19, PARCEL 73
18. INSTALL TWO FENDER PILES ON OUTER ANGLE OF WALL TO FACILITATE FURTHER ANCHORING IF NEEDED. DEED BK. 8899, PG. 132
PERMIT REFERENCES;
1) SE83-1336 (1995)
RESOURCE AREA TABLE 2) C❑C FOR SE83-1336 (1997)
J 3) DEP LICENSE 5705 (1996); ESTIMATED
' TOTAL LOT SIZE = 10.890+/- SO. FT. (DEED) EXPIRATI❑N DATE OF JUNE 2032
AREA WITHIN THE 100' BUFFER AND RIVERFRONT AREA = 10.890f SQ. FT.
AREA WITHIN THE 100'-200' RIVERFRONT AREA = 0 (BEYOND LOT)
7 '
LAND SUBJECT TO COASTAL STORM FLOWAGE
EXISTING 10,890t SQ. FT.
PROPOSED = 40 SQ. FT. FOR THE BULKHEAD, AND 240 SQ. FT. FOR ATF PATIO AND DECKING
'
TOTAL - 1,1 170 SQ. FT.
STRUCTURES WITHIN THE 0'-35' BUFFER OF MHW (RIVERFRONT AREA)
EXISTING =120t LINEAR FEET OF BULKHEAD (NO RETURNS).
EXISTING DWELLING, POOL, AND DECKING = 1,695t SQ. FT.
'
PROPOSED =40 SQ. FT. FOR THE BULKHEAD, AND 240 SQ. FT. FOR ATF PATIO AND DECKING
TOTAL - 1,1 170 SQ. FT.
PROPOSED MITIGATION; REPLACEMENT OF EXISTING BULKEAD; NO MITIGATION IS PROPOSED. FOR
ATF PATIO AND DECKING; TO BE DETERMINED BY THE COMMISSION.
TOP
OF WALL SHALL BE 5.9' (TO MATCH
ADACENT WALL)
PROPOSED TIMBER CAP;
STRUCTURES WITHIN THE 35'-50' BUFFER OF COASTAL BEACH
MAXIMUM UNBALANCED FILL= 12 FEET.
SEE DETAIL (AW-1500
EXISTING = 1,695t SQ. FT.
ALUMINUM CAP OPTIONAL)
PROPOSED = NO CHANGE
PROPOSED CONT.
STRUCTURES WITHIN THE 50'-100' BUFFER OF 100' RIVERFRONT AREA
20' MINIMUM EMBEDMENT
GREENHEART 8%8"
EXISTING = 344f SQ. FT.
SHALL DEVELOP 20K MIN
PROPOSED = NO CHANGE
ALE
ANCHOR WALE (WB-6
EXISTING GRADE 2"x6" BACK WALE PROPOSED P.T. ALUMINUM WALE OPTIONAL)
/
I'
3.5'f
15`
X - 1" DOCK WASHERS
EXCAVATE TO
FACILITATE 1"0 THREADED
INSTALLATION ROD ADAPTER
OF TIE BACK
EXISTING GRADE
NEW 1 1/2"0 CHANCE HELICAL SCREW ANCHOR
TYPE SS5 1)1" X 5' WITH 8" & 10" FLIGHTS
6'-0" O.C. MINIMUM ANCHOR PENETRATION PROPOSED SHOREGUARD
SHALL BE 20', AND DEVELOP 20 KIPS MINIMUM SG 825 VINYL SHEETING,
ANCHOR FORCE PER ANCHOR 20 FEET LONG MIN.
12-FOOT BULKHEAD ELEVATION DETAIL
2.5 0 2.5 5 10
SCALE: 1 "=5'
LAND UNDER OCEAN
ON
TOP OF RELOCATED WALL SHALL BE
5.9' (TO MATCH ADJACENT WALL),
MAXIMUM UNBALANCED FILL= 12'
PROP. GRADE EL 5.3'
REMOVE EXISTING S
ONES AS NECESSARY
GRADE
TO FACILITE SHEETING
INSTALLATION
MHW = 1.1FORCED
MLW = -1.8' (FORCED)
EXISTING GRADE
0+.25.00 0+50.00
AREA UNDER FILL CURVE = 6.4f SQUARE FEET
LENGTH OF FILLED AREA =53f FEET
TOTAL FILL VOLUME = 13f CUBIC YARDS
SECTION BSECTION B-B LASTING AND PROPOSED)
PROPOSED)
5 0 5 10 20
1 "=10'
10.00
-10.00
- 20.00
70+77.27
2't
gm
8" X 8" GREENHEART ANCHOR WALE
OR WB-611 ALUMINUM WALE (OPTIONAL)
2" X 6" BACK WALE 11 11
PROPOSED SHOREGUARD
SG 825 VINYL SHEETING,
20' LONG MIN.
PROPOSED Y4" THRU-BOLTS;
2' O.C. (TYP)
PROPOSED CHANCE HELICAL
ANCHORS; 5' SPACING, (TYF
5' MAXIMUM SPACING
12-FOOT BULKHEAD PLAN VIEW DETAIL
5 0 1 2 4
SCALE: 1 "=2'
(2) 2" X 8" P.T. CAP;
W/ Y2" GALV. BOLTS
® 3' O.C. (TYP)
Y" GALV. LAG BOLTS
® 3' O.C. (TYP) (ALTERNATE
2"x8"
WITH CAP THRU-BOLTS (TYP)
(2) 2" X 4" P.T. CAP
2"4'
co
°x° X
SUPPORTS; W/ Y2" GALV.
BOLTS 0 3' O.C. (TYP)
2"x8"
SHOREGUARD CL 9900
SHEETING (TYP)
CAP TOP VIEW
(ALTERNATE)
CAP TOP VIEW
BULKHEAD
CAP DETAIL
5 0 1 2 4
SCALE: 1"=2'
DCE #23- > 48
DI
PROPERTY LINES DEPICTED HEREON ARE BASED ON
A FIELD SURVEY BY DOWN CAPE ENGINEERING IN
AUGUST OF 2023 AND COMPILED FROM PLANS ON
RECORD RECORDED IN THE BARNSTABLE COUNTY
REGISTRY OF DEEDS.
WORK AREA LIES WITHIN FLOOD ZONES AE (EL. 11')
PER FIRM PANEL #588 OF 875, COMMUNITY MAP
NUMBER 25001CO588J EFFECTIVE DATE JULY 16, 2014
AS SHOWN ON THE FEMA ON-LINE DATA BASE.
DATUM FOR ALL ELEVATIONS = NAVD 88
MEAN HIGH WATER = 1.1' NAVD 88
MEAN LOW WATER = -1.8' NAVD 88
THE PROJECT IS NOT WITHIN AN NHESP BOUNDARY
AND IS THEREFORE NOT SUBJECT TO MESA REVIEW
THE 50-FOOT OFFSET FROM THE BULKHEAD
(RIFERFRONT AND RESOURCE AREAS) IS SHOWN
ON THE PLAN. ALL OTHER RESOURCE AREA
OFFSETS (100' BUFFER; 100 AND 200 FOOT
RIVERFRONT AREA) ARE OFF THE PROPERTY.
DATE DANIEL A. OJALA, P.E., P.L.S.
NO PART OF THIS DRAWING MAY BE USED BY
ANY PARTY WITHOUT THE EXPRESS WRITTEN
CONSENT OF SHOREFRONT CONSULTING AND
DOWN CAPE ENGINEERING, INC.
1
5/15/26
ADD UNPERMITTED PATIO AND DECK AND VEGETATION
MCB
NO.
DATE
REVISION
BY
SHEET TITLE
PLAN SHOWING PROPOSED
BULKHEAD RECONSTRUCTION
PROJECT NO.
SC-237
SCALE AS SHOWN
DATE 7/23/25
PROJECT
TONY AND JANE CAMPAGNA
14 COMPASS DRIVE SOUTH YARMOUTH MA
DRAWN BY
MCB
CHECKED BY
DO
DRAWING NO.
COMPAGNA.DWG
DOWN CAPE ENGINEERING
939 MAIN STREET
YARMOUTHPORT, MA 02675
(508) 362-4541
SHOREFRONT CONSULTING
290 CENTER STREET
DENNIS PORT, MA. 02639
(508) 280-8046
WWW.SHOREFRONTCONSULTING.COM
C-'
of 1 SHEETS