HomeMy WebLinkAboutSite Plan rev 7.7.2026REMOVE 14f ROCKS PROPOSED 40't A
FROM IN FRONT OF WALL; OPZONAL TO RECONSTRUCTED BULKHEAD;
- d
MOVE FL AT T.O.W. = 5.9% MOVE 1.5't
tANDWA LANDWARD TO MATCH
ADJACENT WAI_I.
> LOPIT Ts I
13 12 �, i E 5.9'
T.O.`N ")
GA N EXISTING BU KH AD
s • �AREp TO BE
I _6 RECONSTRUC DNCHMARK; _
I I TOP OF EXISTING WALL
6 ELEV. = 5.9' (NAVD88)
y I , Deck
c� �unpermltted 2 MAP 19 PARCEL_ 74
6 3 TOp N/F
MICHAEL T KEATING
LM4O
4 POOL
G-� t -3 6 SOUTH®
YARMOUTH, MAV02664
I
{ 1 50-FOOT OFFSET FROM C
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-12 I ? � OTHER OFFSETS
INCLUDING RIVERFRONT /
- 0 OFFSETS ARE OFF THE /
- 0 / EXISTING PROPERTY) 1
/ DWELLING
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1
1 7
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_ ! PROPOSED 'LIMIT OF
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MAP 19 PARCEL 72
N/F
JOHN MATTHEW BURR
15 COMPASS DRIVE
SOUTH YARMOUTH, MA 02664
SITE PLAN (EXISTING AND PROPOSED,)
10 5 Q 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 Yx6" BACK WALE
15`
- � 1" DOCK WASHERS
EXCAVATE T0� 1"� 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
0 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 Q 2.5 5 10
SCALE: 1 "=5'
LSCSF
EXISTING WALL; ELEVATION 5.1' (TO BE RELOCATED LANDWARD)
TOP OF RELOCATED WALL SHALL BE
5.9' (TO MATCH ADJACENT WALL),
10.00 MAXIMUM UNBALANCED FILL= 10'
EXISTING GRADE--"'
0.00
EXCAVATE TO FACILITATE •
INSTALLATION OF TIE BACK
-10.00 1
0+ 00.00
0+25.00
LAND UNDER OCEAN
EXISTING 14f ROCKS TO REMAIN A
4 EXISTING 6'X24' FLOAT
--- MHW = 1.1' FORCED
MLW .8'� (FORCED)
3' -3MLW = -4.8'
aQa
3
m
m
PROPOSED 40'± RECONSTRUCTED
BULKHEAD; T.O.W. = 5.9% MOVE 1.5'f CONSTRUCTION NOTES.
LANDWARD TO MATCH ADJACENT WALL
t 1. ELEVATIONS REFER TO NAVD88. CONTACT SHOREFRONT CONSULTING FOR ADDITIONAL ELEVATION INFORMATION AS NEEDED.
EXISTING CKS TO REMAIN 2. THE SCOPE OF WORK CONSISTS OF RECONSTRUCTING AND EXISTING PERMITTED AND LICENSED BULKHEADS IN THE SAME LOCATION, BUT RAISED UP TO
1_11' C MATCH THE ADJACENT BULKHEAD TO THE EAST AT ELEVATION 5.9' (CAP ELEVATION).
6 x24 FLpATS '' q 0 ,B.FLOAT 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
`t 1__ APPLICANT'S PROPERTY.
O U 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
EX BULKHEAD; 5.9 PROPERTY OR THE WORKING BARGE WHEN NOT IN USE. WORKING BARGE TO BE ANCHORED TO AVOID BOTTOMING OUT DURING PERIODS OF LOW TIDE.
T'O'W 6. THE WORK ACTIVITY SHALL OCCUPY A MINIMUM AREA TO ACCOMPLISH THE INSTALLATION OF THE BULKHEAD. EQUIPMENT AND MATERIALS HANDLING SHALL
EXISTING BULKHEAD TO BE IN ACCORDANCE WITH THE WORK PROTOCOL SUBMITTED WITH THE NOTICE OF INTENT, THE RESULTING ORDER OF CONDITIONS AND AS DIRECTED BY THE
(toBE RECONSTRUCTED YARMOUTH CONSERVATION AUTHORITIES.
EN AREA -0 be 7. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RETURNED TO THEIR PRE -CONSTRUCTION CONDITION. ALL WORK SHALL BE INSPECTED BY
planted (320 sf') 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.
`Awly PROPOSED LIMIT OF
62 S.F; WORK AND ACCESS 9. THE CONTRACTOR SHALL OBTAIN A COPY OF THE ORDER OF CONDITIONS ISSUED FOR THE PROJECT BY THE YARMOUTH CONSERVATION COMMISSION PRIOR TO
va 2 6u 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.
i 1 11. ANY DEBRIS OR MATERIAL THAT ENTERS THE WATER DURING CONSTRUCTION SHALL BE REMOVED IMMEDIATELY.
gUSNtIS
12. FOR SECTION A -A IN THE CANAL, REFER TO STRUCTURAL DRAWING ENTITLED "PLAN SHOWING 10' ENGINEERED VINYL BULKHEAD", BY SHOREFRONT
ecc
un erm CONSULTING, AND STAMPED BY MARK MCKENZIE, P.E., DATED 12/12/12 FOR BULKHEAD DETAILS. THE CL9900 SHEETING SHALL BE UTILIZED TO REPLACE
BE REMOVED) 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.
TUp OF WALE''-` use 13. THE BULKHEAD ALONG THE LAGOON SHALL BE RAISED TO ELEVATION 5.9', AND RELOCATED LANDWARD TO MATCH THE EXISTING ADJACENT WALL TO THE
glow
EAST.
,r es®� 14. FOR SECTION B-B IN THE RIVER, REFER TO STRUCTURAL DRAWING ENTITLED "PLAN SHOWING 12' ENGINEERED VINYL BULKHEAD", BY SHOREFRONT
POOL , 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
DECK soo HEIGHT APPROXIMATELY 1.5 INCHES HIGHER THAN THE SHEETING.
I17. 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.
19. REFEy," TO THE PLANTING PLAN BY LYNNE HAMLYN CONSULTING FOR PLANT SPECIES AND QUANTITIES.
' 20. THE VOID BETWEEN THE EXISTING WALL AND THE NEW WALL ON THE WEST SIDE SHALL BE FILLED WITH CEMENTIOUS FILL OR EQUAL.
PROPOSED 3/"
THRU-BOLTS; 2' O.C. (TYP)
PROPOSED CHANCE HELICAL
ANCHORS; 6' SPACING, (TYP)
6'f
10-FO0TBULKHE14D PLAN VIEW DETAIL
10.00
• •i
5 Q 1 2 4
mommmmmli
SCALE: 1 "=2'
-10.00
0+50.00 0+ 4.39
SECTION A -A (EXISTING AND PROPOSED)
5 4 5 10 20
1 "=10'
LAJ
LLI
cn '�I-
LL_
o a
U 160
te'
EXISTING °-
0 0 Li
DWELLING
CU
O 1_j LJ
4
3 Q
wl I
oui
' a. LOL
f O
'om
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_>LLJ
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�z
RESOURCE AREA TABLE Al
F
TOTAL LOT SIZE = 10.890+/- SO. FT. (DEED)
AREA WITHIN THE 100' BUFFER AND RIVERFRONT AREA = 10.890f 59. 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 65 SQ. FT. FOR PAVER PATHWAY (REDUCTION FROM 150 SQ, FT.
OF ATF PATIO. 90 SQ. FT. OF UNPERMITTED DECKING AROUND POOL TO BE REMOVED.
TOTAL - 10,995 SQ. FT.
STRUCTURES WITHIN THE 0'-35' BUFFER OF MHW (RIVERFRONT AREA)
EXISTING =120t LINEAR FEET (120 SQ. FT.) OF BULKHEAD (NO RETURNS).
EXISTING DWELLING, POOL, AND DECKING = 1,695f SQ. FT.
PROPOSED =40 SQ. FT. FOR THE BULKHEAD, AND 65 SQ. FT. FOR ATF PATIO. AND 90 SQ. FT. REMOVAL OF
UNPERMITTED DECKING. TOTAL PROPOSED INCREASE IS 105 SQ. FT.
TOTAL = 1,830 SQ. FT.
PROPOSED MITIGATION; REPLACEMENT OF EXISTING BULKHEAD; 2' BUFFER ALONG WEST SIDE (62 SQ. FT., 8'X40' NORTH
SIDE BUFFER (320 SQ. FT.), BUFFER IN ATF PATIO AREA (85 SQ. FT.) TOTAL MITIGATION PROPOSED = 467 SQ. FT.
(4.44:1)
STRUCTURES WITHIN THE 35'-50' BUFFER OF COASTAL BEACH
EXISTING = 1,695t SQ. FT.
PROPOSED = NO CHANGE
STRUCTURES WITHIN THE 50'-100' BUFFER OF 100' RIVERFRONT AREA
EXISTING = 344t SQ. FT.
PROPOSED = NO CHANGE
LSCSF LAND UNDER OCEAN
TOP OF RELOCATED WALL SHALL BE
EXISTING WALL. ELEV. 4.6' (TO BE RELOCATED SEAWARD) 5.9' (TO MATCH ADJACENT WALL),
10.00- MAXIMUM UNBALANCED FILL= 12'
PROP. GRADE EL 5.3'
GRADE �j
REMOVE EXISTING S
TO FACILITE SHEETING
ONES AS NECESSARY
INSTALLATIONµ µ ___
MHW = 1.1' FORCED
ML
EXISTING GRADE
i ••
i ••
-10.00
- 20.00 - 20.00
0.00 0+.25.00 0+50.00 75
AREA UNDER FILL CURVE = 6.4f SQUARE FEES 0+77.27
LENGTH OF FILLED AREA =53t FEET
SECTION B-B (EXISTING AND PROPOSED TOTAL FILL VOLUME = 13f CUBIC YARDS
I I� 5 10 21
"
1 "=10'
TOP OF WALL SHALL BE 5.9' (TO MATCH ADACENT WALL)
MAXIMUM UNBALANCED FILL= 12 FEET.
20' MINIMUM EMBEDMENT
SHALL DEVELOP 20K MIN.
PROPOSED CONT. P.T.
EXISTING GRADE 2"x6" BACK WALE
PROPOSED TIMBER CAP;
SEE DETAIL (AW-1500
ALUMINUM CAP OPTIONAL)
PROPOSED CONT.
GREENHEART 8%8"
ANCHOR WALE (WB-6
ALUMINUM WALE OPTIONAL)
3.5'
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)f 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 S"OFMq. �LS"OFygss
DANIEL ���� °DANIELA
2.5 0 2.5 5 10 � � '�
o A. *" OJALA -4
SCALE: 1 "=5'
NO PART OF THIS DRAWING MAY BE USED BY
ANY PARTY WITHOUT THE EXPRESS WRITTEN
CONSENT OF SHOREFRONT CONSULTING AND
DOWN CAPE ENGINEERING, INC.
LOCUS MAP
SCALE 1 "=2000't
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 CONIFER 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
2'f
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 %" 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/ X" GALV. BOLTS
@ 3' O.C. (TYP)
1!" GALV. LAG BOLTS
0 3' O.C. (TYP) (ALTERNATE
2"x8"
WITH CAP THRU-BOLTS (TYP)
AP
C
"W/
"130
2"x8
00
_
SUPPORTS; Y GALV.
`J
�
BOLTS 0 3' O.C. (TYP)
2"x8"
SHOREGUARD CL 9900
SHEETING (TYP)
CAP TOP VIEW
(ALTERNATE)
CAP TOP VIEW
BULKHEAD
CAP DETAIL
5 4 1 2 4
SCALE: 1"=2' DICE #23- >48
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 25001 CO588J 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.
� OJALA CIVIL ;n
�No.409$OP � ,pNt:.�}6502 �
ONA L NG����
DATE DANIEL A. OJALA, P.E., P.L.S.
i
I
- -
2
7/7/26 ADD EX. WALL HEIGHT & BUFFERS, DELETE ATF DECK; CHANGE PATIO
MCB
1
5/15/26 ADD UNPERMITTED PATIO AND DECK AND VEGETATION
MCB
NO,
DATE REVISION
BY
SHEET TnU
PLAN SHOWINIS PROPOSED
BULKHEAD RECONSTRUCTION
PROJECT NO.
SC-237
SCALE
Ali
DATE
3/25i
PROJECT -m
TONY AND JANE CAMPAGNA
14 COMPASS DRIVE SOUTH. YARMOUTH MA
DRAM BY
MCB
CHECKED BY
DO
DRAVANG NO.
COMPAGNA.DWG
DOWN CAPE ENGINEERING
939 MAIN STREET
YARMOUTHPURT, MA 02675
(508) 362--4541
SHOREFRONT CONSULTING
290 CENTER STREET
DENNIS PORT, MA. 02639
(508) 280-8046
WWW.SHOREFRONTCONSULTING.COM
®
OF! SHEETS