HomeMy WebLinkAboutSite Plan Revised 5.26.2026REMOVE 14f ROCKS
-13
EXISTING
C o - BE
o _ rn� R �' REA OECONS-
�v D CD
6
00 o I Deck
r I unpermitt
6 2P
]of 4 / 10�
POOL -
-3 / 6 0
a
DECK
O U o
-12 w Li
II z 7
c -10 o
-H 0 o f
- 0 0 o Y f= I EXIS ING
U o = o / r` �I DWEf N(
W
Q �� N n /
of w 11L_ -� a 1
a- 0
4
O i
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
20' MINIMUM EMBEDMENT
I_ SHALL DEVELOP 18K MIN. _
PROPOSED CONT. P.T.
EXISTING GRADE 3%6" BACK WALE
PROPOSED 40'f A
RECONSTRUCTED BULKHEAD;
T.O.W. = 5.9'; MOVE 1.5'f
LANDWARD TO MATCH
ADJACENT WALL
MAP 19 PARCEL 74
N/F
MICHAEL T. KEATING
10 COMPASS DRIVE ,
SOUTH YARMOUTH, MA 02664
50-FOOT OFFSET FROM
< TOP OF WALL; (ALL
OTHER OFFSETS
INCLUDING RIVERFRONT
OFFSETS ARE OFF THE
PROPERTY)
PROPOSED LIMIT OF
WORK AND ACCESS
PROPOSED CAP; SEE DETAIL
PROPOSED CONT. GREENHEART
8%8" ANCHOR WALE
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 ELEVA TION DETAIL
2.5 0 2.5 5 10
SCALE: 1 "=5'
SI TE PLAN (EXISTING AND PROPOSED
5 2.5 0 5 10 20
1 "=10'
8"X8"
ANCHOR
GREENHEART
WALE
2>t
3 X 6
BACK WALE
\
PROPOSED SHOREGUARD
ni nnnn vinn �i irrTuin \
20' LONG MINIMUM�� v
PROPOSED Y4"
THRU-BOLTS; 2' O.C. (TYP)
PROPOSED CHANCE HELICAL
ANCHORS; 6' SPACING, (TYP)
6't
10-FOOTBULKHEAD PLAN VIEW DETAIL
LSCSF LAND UNDER OCEAN
EXISTING WALL; ELEVATION 5.1' (TO BE RELOCATED LANDWARD) 2
TOP OF RELOCATED WALL SHALL BE REMOVE 14t ROCKS FROM IN FRONT OF WALL;
5.9' (TO MATCH ADJACENT WALL), OPTIONAL TO MOVE FLOAT LANDWARD
10. 00 MAXIMUM UNBALANCED FILL= 10' _ 1 0.00
10.00 1
0+ 00.00
EXCAVATE TO FACILITATE
0+ 25.00
EXISTING 6'X24' FLOAT
MHW = 1.1' FORCED
MLW = -1.8' (FORCED) 0.00
EXISTING GRADE
0+ 50.00
SECTION A -A (EXISTING AND PROPOSED
5 0 5 10 20
mmmmmoll
1 "=10'
5 0 1 2 4
SCALE: 1 "=2' LSCSF
10.00
0+ 4.39
EXISTING WALL. ELEV. 4.6' (TO BE RELOCATED SEAWARD) A
10.00
-10.00
-20.00
0.00
�C.
T0
KHEAD
SO(
1
1
I
I
I
TOP OF WALL SHALL BE 5.9' (TO MATCH ADACENT WALL)
MAXIMUM UNBALANCED FILL= 12 FEET.
CONSTRUCTION NOTES:
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 THE ADJACENT BULKHEAD TO THE EAST AT ELEVATION 5.9' (CAP ELEVATION).
3. 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.
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
PROPERTY OR THE WORKING BARGE WHEN NOT IN USE. WORKING BARGE TO BE ANCHORED TO AVOID BOTTOMING OUT DURING PERIODS OF LOW TIDE.
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.
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.
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.
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.
11. ANY DEBRIS OR MATERIAL THAT ENTERS THE WATER DURING CONSTRUCTION SHALL BE REMOVED IMMEDIATELY.
12. FOR SECTION A -A IN THE CANAL, 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 DETAILS. THE CL9900 SHEETING SHALL BE UTILIZED TO REPLACE
THE 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.
13. THE BULKHEAD ALONG THE LAGOON SHALL BE RAISED TO ELEVATION 5.9', AND RELOCATED LANDWARD TO MATCH THE EXISTING ADJACENT WALL TO THE
EAST.
14. FOR SECTION B-B IN THE RIVER, REFER TO STRUCTURAL DRAWING ENTITLED "PLAN SHOWING 12' ENGINEERED VINYL BULKHEAD", BY SHOREFRONT
CONSULTING, 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
SEDIMENTATION INTO THE RIVER. THE EXISTING STONES FRONTING THE WALL SHALL BE REMOVED ONLY (IF NEEDED) TO ALLOW THE INSTALLATION. THE
WALL SHALL BE INSTALLED WITHOUT TOUCHING THE FRONTING SALT MARSH.
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
HEIGHT APPROXIMATELY 1.5 INCHES HIGHER THAN THE SHEETING.
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 APPLICANT'S OPTION, AND ONLY FAR ENOUGH TO MAINTAIN 3 FEET OF CLEARANCE AT LOW TIDE.
18. INSTALL TWO FENDER PILES ON OUTER ANGLE OF WALL TO FACILITATE FURTHER ANCHORING IF NEEDED.
RESOURCE AREA TABLE C
TOTAL LOT SIZE = 10.890+/- SO. FT. (DEED)
AREA WITHIN THE 100' BUFFER AND RIVERFRONT AREA = 10.890f SQ. FT.
AREA WITHIN THE 100'-200' RIVERFRONT AREA = 0 (BEYOND LOT)
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 O'-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.
PROPOSED TIMBER CAP; STRUCTURES WITHIN THE 35'-50' BUFFER OF COASTAL BEACH
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
PROPOSED CONT. P.T.
ANCHOR WALE (WB-6
C EXISTING GRADE 2%6" BACK WALE
ALUMINUM WALE OPTIONAL)
I'
3.5'f
15'
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 1Y2" 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 ELEVA TION
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'
POOL
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 B-B (EXISTING AND PROPOSED)
5 0 5 10 20
1 "=10'
10.00
-10.00
- 20.00
70+77.27
2't
8" X 8" GREENHEART ANCHOR WALE
OR WB-6 ALUMINUM WALE (OPTIONAL)
2" X 6" BACK WALE
PROPOSED SHOREGUARD
SG 825 VINYL SHEETING,
20' LONG MIN.
PROPOSED Y4" THRU-BOLTS;
2' O.C. (TYP)
PROPOSED CHANCE HELICAL
ANCHORS; 5' SPACING, (TYF
I� 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'
°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
of
LOCUS MAP
SCALE 1 "=2000'f
LEGEND
MHW MEAN HIGH WATER
MLW MEAN LOW WATER
2 ELEVATION CONTOUR
PROPERTY LINE
EXISTNG BULKHEAD
PROPOSED BULKHEAD
SURVEY NOTES:
RECORD OWNERS:
T❑NY AND JANE CAMPAGNA
74 C❑NIFER HILL
PLYM❑UTH, MA 02360
ASSESSORS MAP 19, PARCEL 73
DEED BK. 8899, PG. 132
PERMIT REFERENCES;
1) SE83-1336 (1995)
2) C❑C FOR SE83-1336 (1997)
3) DEP LICENSE 5705 (1996); ESTIMATED
EXPIRATI❑N DATE OF JUNE 2032
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.
ot-
2
5/26/26
ADD EX. WALL HEIGHT, CHANGE WALL COLOR .................................
MCB
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 SHEETS