(File Attachment comment)
From: 
Stukas, Heather CIV USARMY CENAE (USA) 
To: 
Perry, Bill; "Matthew Burns" 
Subject: 
Updated Plans/ site visit 
Date: 
Thursday, October 28, 2021 7:55:00 AM 
Attachments: 
SH_Rockland_Permit Plans-October.pdf 

Good Morning Bill, 

Attached is a clean set of plans for Safe Harbor. Like we discuss I would send this to Kaitlyn and 
request to either speak with her concerning EFH conservation recommendations #2 and/or request 
for her to remove the recommendation when reevaluating the new plans. Implementing the 
recommendation would set a precedent by requiring mitigation for placing new riprap on existing 
riprap with no increase in impacts. The Corps is not willing to set that precedent. The impact of 321 
SF of fill on existing riprap is not a permanent conversion of intertidal habitat to revetment but 
rather maintenance of existing rip rap, which the plans clearly identify. Additionally the impacts are 
above MHW which is not EFH according to Appendix A: EFH designation methodologies of The New 
England Fishery Management Council OMNIBUS ESSENTIAL FISH HABITAT AMENDMENT 2 FINAL 
ENVIRONMENTAL IMPACT STATEMENT if life stages of species is “known to utilize intertidal habitats, 
the minimum depth of EFH was defined as 0 meters relative to the mean high water (MHW) datum 
and an explicit reference to the intertidal zone was made in the description. (pg. 26). 

If NMFS choose not to either route, then we will proceed more formal, which I have done one. 

Matt – FYI Friday Nov. 5th at 1:30pm there is a site visit with the applicant, town manager, harbor 
master, DEP, and others. I will be attaining. 

Heather S. Stukas 
Project Manager 

Maine Project Office 

U.S. Army Corps of Engineers 
442 Civic Center Drive, Suite 350 
Augusta, ME 04330 
Office (207)623-8367 ext. 8 or (978)318-8678 
Cell (207)272-5219 

https://www.facebook.com/CorpsRegulatoryMaineProjectOffice/ 

In order for us to better serve you, we would appreciate your completing our Customer Service 
Survey located at https://regulatory.ops.usace.army.mil/customer-service-survey/ 


ROCKLAND, MAINE 
NRPA PERMIT APPLICATION 
SH ROCKLAND - MARINA EXPANSION 
SURVEYORS & ENGINEERS 
135 Rockland STREET ROCKPORT , M AINE 04856 PHONE : (207) 236-6757 WWW.LANDMARKMAINE.COM 
8

HARBOR CHANNEL LINE 
10 
10 
10 
10 
13
14 
15 
15 
15 
15 
15 
15 
16 
20 
20 
26 
27 
27 
29 
30 
31 
19.75 
17 
17 
17 
18 
20 
LITTORAL ZONE BASELINE 
ROCKLAND HARBOR PARK LLC
LITTORAL ZONE SIDELINE 
CITY OF ROCKLAND
LITTORAL ZONE SIDELINE 
BISECTING LINE FOR
SETBACK MEASUREMENT 
MLW 0.0 
FEDERAL CHANNEL
14 FT. TURNING BASIN 
FEDERAL HARBOR CHANNEL 
2 
1 
MLW -5.0 
-4 
-3 
-6 
-1 
01
2 
-5 
-4 
-3 
-2 
-7 
-9 
-8 
-9 
-9 
-9 
-1 
-2 
-3 
-4 
-6 
-7 
-8
-9
-10 
-11-12
-13
-14 
-15 
-15 
3 
4 
2 10 -1 
-2 
-5 
-10-11 
-11 
-12 
-9 
-10
-11
-13 
-12 
-14 
-15 
-16 
-16 
-15 
-10 
-15 
-10 
-6 
-7
-8 
-5 
"DUE EAST" 
CITY CHANNEL 
EXISTING 
FLOATING DOCKS 
EXISTING FIXED PIER 
EXISTING FIXED 
PIER WITH WAVE 
FENCE 
EXISTING RIP-RAP 
REVETMENT 
NOTES: 
1. CONTOURS ARE IN FEET AND 
REFERENCE MEAN LOW WATER 
(MLW). 
2. CONTOURS BASED ON DEC. 2009 
SURVEY BY GARTLEY AND DARSKY 
AND UPDATED SURVEY NOV. 2017 
SURVEY BY ECO-ANALYSTS. 
FEDERAL 
CHANNEL 
OFFSET 
CITY CHANNEL 
OFFSET 
ROCKLAND, MAINE 
EXISTING CONDITIONS PLAN 
SH ROCKLAND - NRPA APPLICATION 
SURVEYORS & ENGINEERS 
135 Rockland STREET ROCKPORT , M AINE 04856 PHONE : (207) 236-6757 WWW.LANDMARKMAINE.COM 
EXISTING 
SUBMERGED 
LAND LEASE 
(0045B-L-29) 
EXISTING REVETMENT 
PROPERTY LINE 
HIGHEST ANNUAL TIDE 
MEAN HIGH WATER 
EXISTING 
SUBMERGED 
LAND LEASE 
(0045B-L-29) 
EXISTING REVETMENT 
EXISTING RIVERWALK 
EXISTING FIXED 
PIER OVER 
REVETMENT/ 
GRANITE WALL 
EXISTING PARKING 
EXISTING GANGWAYS 
MEAN LOW WATER 
Sheet revised 20-July-2021 to label MLW

HARBOR CHANNEL LINE 
10 
10 
10 
10 
13
14 
15 
15 
15 
15 
15 
15 
16 
20 
20 
26 
27 
27 
29 
30 
31 
19.75 
17 
17 
17 
18 
20 
LITTORAL ZONE BASELINE 
ROCKLAND HARBOR PARK LLC
LITTORAL ZONE SIDELINE 
CITY OF ROCKLAND
LITTORAL ZONE SIDELINE 
BISECTING LINE FOR
SETBACK MEASUREMENT 
MLW 0.0 
FEDERAL CHANNEL
14 FT. TURNING BASIN 
FEDERAL HARBOR CHANNEL 
2 
1 
MLW -5.0 
-4 
-3 
-6 
-1 
01
2 
-5 
-4 
-3 
-2 
-7 
-9 
-8 
-9 
-9 
-9 
-1 
-2 
-3 
-4 
-6 
-7 
-8
-9
-10 
-11-12
-13
-14
-15 
-15 
3 
4 
2 10 -1 
-2 
-5 
-10-11 
-11 
-12 
-9 
-10
-11
-13 
-12 
-14
-15 
-16 
-16 
-15 
-10 
-15 
-10 
-6 
-7 
-8 
-5 
"DUE EAST" 
CITY CHANNEL 
EXISTING FIXED PIER 
WITH WAVE FENCE 
EXISTING 
FLOATING DOCKS 
EXISTING RIP-RAP 
REVETMENT 
EXISTING FIXED PIER 
PROPOSED TIMBER 
FLOATING DOCKS 
PROPOSED ADA 
GANGWAY (6'x80') 
PROPOSED 
CONCRETE 
FLOATING DOCKS 
PROPOSED GANGWAY 
ACCESS PLATFORM 
(576 SF) 
30 
40 
30 
40 
40 
40 
40 
40 
PROPOSED FLOATING 
CONCRETE WAVE 
ATTENUATOR DOCKS 
PROPOSED 
CONCRETE 
FLOATING DOCKS 
DOCK "A" 
DOCK "B" 
DOCK "C" 
MEAN HIGH 
WATER LINE 
REMOVE EXISTING 
DOCKS AND REPLACE 
WITH HEAVY DUTY 
FLOATING DOCKS 
NOTES: 
1. CONTOURS ARE IN FEET AND 
REFERENCE MEAN LOW WATER 
(MLW). 
2. CONTOURS BASED ON DEC. 2009 
SURVEY BY GARTLEY AND DARSKY 
AND UPDATED SURVEY NOV. 2017 
SURVEY BY ECO-ANALYSTS. 
CITY CHANNEL 
OFFSET 
FEDERAL CHANNEL 
OFFSET 
ROCKLAND, MAINE 
PROPOSED IMPROVEMENTS OVERVIEW 
SH ROCKLAND - NRPA APPLICATION 
SURVEYORS & ENGINEERS 
135 Rockland STREET ROCKPORT , M AINE 04856 PHONE : (207) 236-6757 WWW.LANDMARKMAINE.COM 
PROPOSED FIXED 
LANDWARD PIER 
EXTENSION 
30 
30 
30 
30 
30 
30 
EXISTING 
SUBMERGED 
LAND LEASE 
(0045B-L-29) 
HIGHEST ANNUAL TIDE 
MEAN HIGH WATER 
DOCK LEGEND 
TIMBER FLOATING DOCKS 
CONCRETE FLOATING 
DOCKS 
FLOATING CONCRETE 
WAVE ATTENUATOR DOCK 
FIXED LANDWARD PIER 
EXTENSION 
SLIP LEGEND 
DOUBLE LOADED 
SINGLE LOADED 
40 
30 
PROPERTY 
LINE 
MEAN LOW WATER

HARBOR CHANNEL LINE 
10 
10 
10 
10 
13
14 
15 
15 
15 
15 
15 
15 
16 
20 
20 
26 
27 
27 
29 
30 
31 
19.75 
17 
17 
17 
18 
20 
LITTORAL ZONE BASELINE 
ROCKLAND HARBOR PARK LLC
LITTORAL ZONE SIDELINE 
CITY OF ROCKLAND
LITTORAL ZONE SIDELINE 
BISECTING LINE FOR
SETBACK MEASUREMENT 
FEDERAL CHANNEL
14 FT. TURNING BASIN 
FEDERAL HARBOR CHANNEL 
"DUE EAST" 
CITY CHANNEL 
N:158603.99 
E:824906.53 
N:158452.86 
E:825039.04 
N:158482.38 
E:825139.43 
N:158543.68 
E:825196.21 
N:158618.14 
E:825257.28 
N:158632.20 
E:825516.90 
EXISTING RIP-RAP 
REVETMENT 
EXISTING FIXED PIER 
WITH WAVE FENCE 
EXISTING FIXED PIER 
EXISTING 
FLOATING DOCKS 
DOCK "A" 
DOCK "B" 
DOCK "C" 
PROPERTY 
LINE 
ROCKLAND, MAINE 
PROPOSED DOCK COORDINATES 
SH ROCKLAND - NRPA APPLICATION 
SURVEYORS & ENGINEERS 
135 Rockland STREET ROCKPORT , M AINE 04856 PHONE : (207) 236-6757 WWW.LANDMARKMAINE.COM 
NOTE: COORDINATES 
REFERENCE NAD83, 
MAINE, EAST ZONE. 
HIGHEST ANNUAL TIDE LINE 
MEAN HIGH WATER LINE 
DOCK LEGEND 
TIMBER FLOATING DOCKS 
CONCRETE FLOATING 
DOCKS 
FLOATING CONCRETE 
WAVE ATTENUATOR DOCK 
FIXED LANDWARD PIER 
EXTENSION

HARBOR CHANNEL LINE 
10 
10 
10 
10 
13
14 
15 
15 
15 
15 
15 
15 
16 
20 
20 
26 
27 
27 
29 
30 
31 
19.75 
17 
17 
17 
18 
20 
LITTORAL ZONE BASELINE 
ROCKLAND HARBOR PARK LLC
LITTORAL ZONE SIDELINE 
CITY OF ROCKLAND
LITTORAL ZONE SIDELINE 
BISECTING LINE FOR
SETBACK MEASUREMENT 
MLW 0.0 
FEDERAL CHANNEL
14 FT. TURNING BASIN 
FEDERAL HARBOR CHANNEL 
2 
1 
MLW -5.0 
-4 
-3 
-6 
-1 
01
2 
-5 
-4 
-3 
-2 
-7 
-9 
-8 
-9 
-9 
-9 
-1 
-2 
-3 
-4 
-6 
-7 
-8
-9
-10 
-11-12
-13
-14
-15 
-15 
3 
4 
2 10 -1 
-2 
-5 
-10-11 
-11 
-12 
-9 
-10
-11
-13 
-12 
-14
-15 
-16 
-16 
-15 
-10 
-15 
-10 
-6 
-7 
-8 
-5 
"DUE EAST" 
CITY CHANNEL 
30 
40 
40 
40 
40 
40 
40 
EXISTING FIXED PIER 
WITH WAVE FENCE 
DOCK "A" 
DOCK "B" 
DOCK "C" 
PROPERTY 
LINE 
ROCKLAND, MAINE 
APPROXIMATE ANCHOR PILE PLAN 
SH ROCKLAND - NRPA APPLICATION 
SURVEYORS & ENGINEERS 
135 Rockland STREET ROCKPORT , M AINE 04856 PHONE : (207) 236-6757 WWW.LANDMARKMAINE.COM 
STEEL OR TIMBER 
ANCHOR PILES(~95) 
PILE LEGEND 
DOCK LEGEND 
TIMBER FLOATING DOCKS 
CONCRETE FLOATING 
DOCKS 
FLOATING CONCRETE 
WAVE ATTENUATOR DOCK 
30 
30 
30 
30 
30 
30 
30 
HIGHEST ANNUAL TIDE LINE 
MEAN HIGH WATER LINE 
FIXED LANDWARD PIER 
EXTENSION 
MEAN LOW WATER LINE

ROCKLAND HARBOR PARK LLC 
"DUE EAST" 
CITY CHANNEL 
150' 
150' 
150' 
150' 
90' 
155' 
260' 
20' 
12' 
15' 
75' 
12' 
75' 
12' 
90' 
20' 
47' 
15' 
51' 
A 
B 
170' 
D 
E 
24' 
24' 
24' 
48' 
PROPOSED ADA 
COMPLIANT GANGWAY 
(6'x80') 
PROPOSED 
CONCRETE 
FLOATING DOCKS 
PROPOSED GANGWAY 
ACCESS PLATFORM 
(576 SF) 
DOCK "A" 
FEDERAL CHANNEL 
OFFSET 
CITY CHANNEL 
OFFSET 
ROCKLAND, MAINE 
DOCK A DIMENSION PLAN 
SH ROCKLAND - NRPA APPLICATION 
SURVEYORS & ENGINEERS 
135 Rockland STREET ROCKPORT , M AINE 04856 PHONE : (207) 236-6757 WWW.LANDMARKMAINE.COM 
PROPOSED FLOATING 
CONCRETE WAVE 
ATTENUATOR DOCKS 
EXISTING GANGWAY 
(TO REMAIN) 
EXISTING GANGWAY 
(TO REMAIN) 
LEGEND 
TIMBER FLOATING DOCKS 
CONCRETE FLOATING 
DOCKS 
FLOATING CONCRETE 
WAVE ATTENUATOR DOCK 
DOCK "A" T-HEAD

LITTORAL ZONE BASELINE 
FEDERAL CHANNEL
14 FT. TURNING BASIN 
150' 
150' 
150' 
150' 
90' 
155' 
12' 
260' 
20' 
163' 
10' 
10' 
12' 
47' 
15' 
51' 
170' 
24' 24' 
48' 
PROPOSED ADA 
COMPLIANT 
GANGWAY (6'x80') 
PROPOSED 
CONCRETE 
FLOATING DOCKS 
REPLACE EXISTING FLOATING 
TIMBER DOCKS WITH CONCRETE 
FLOATING DOCKS 
EXISTING FLOATING TIMBER 
DOCKS (TO REMAIN) 
EXISTING FIXED PIER 
(TO REMAIN) 
DOCK "B" 
FEDERAL CHANNEL 
OFFSET 
ROCKLAND, MAINE 
DOCK B DIMENSION PLAN 
SH ROCKLAND - NRPA APPLICATION 
SURVEYORS & ENGINEERS 
135 Rockland STREET ROCKPORT , M AINE 04856 PHONE : (207) 236-6757 WWW.LANDMARKMAINE.COM 
PROPOSED FLOATING 
CONCRETE WAVE 
ATTENUATOR DOCKS 
LEGEND 
TIMBER FLOATING DOCKS 
CONCRETE FLOATING 
DOCKS 
FLOATING CONCRETE 
WAVE ATTENUATOR DOCK 
CITY CHANNEL 
OFFSET 
DOCK "A" T-HEAD 
EXISTING GANGWAY 
(TO REMAIN)

LITTORAL ZONE BASELINE 
FEDERAL CHANNEL
14 FT. TURNING BASIN 
155' 
12' 
163' 
35' 
TYP. 
80' 
10' 
10' 
4' 
TYP. 
10' 
47' 
51' 
C 
30' 
TYP. 
30' 
TYP. 
35' 
TYP. 
4' 
TYP. 
10' 
248' 
170' 
49' 
EXISTING 
FLOATING 
TIMBER DOCKS 
EXISTING DOCKS 
(TO REMAIN) 
PROPOSED TIMBER 
FLOATING DOCKS 
DOCK "C" 
FEDERAL 
CHANNEL 
OFFSET 
ROCKLAND, MAINE 
DOCK C DIMENSION PLAN 
SH ROCKLAND - NRPA APPLICATION 
SURVEYORS & ENGINEERS 
135 Rockland STREET ROCKPORT , M AINE 04856 PHONE : (207) 236-6757 WWW.LANDMARKMAINE.COM 
LEGEND 
TIMBER FLOATING DOCKS 
CONCRETE FLOATING 
DOCKS 
FLOATING CONCRETE 
WAVE ATTENUATOR DOCK

MHW: +4.4' NAVD88 
MLW: -5.4' NAVD88 
12' TO 15' 
(VARIES) 
FREEBOARD 
1.5' TO 2.5' 
DRAFT 
1.0' TO 2.0' 
ANCHOR PILE 
PILE CAP 
ENCAPSULATED 
FLOTATION 
PROPOSED CONCRETE 
FLOATING DOCK 
APPROXIMATE 
EXISTING GRADE 
EXTERNAL 
PILE GUIDE 
VARIES 
TYPICAL CONCRETE FLOATING 
DOCK SECTION 
A 
ROCKLAND, MAINE 
TYPICAL CONCRETE FLOATING DOCK DETAILS 
SH ROCKLAND - NRPA APPLICATION 
SURVEYORS & ENGINEERS 
135 Rockland STREET ROCKPORT , M AINE 04856 PHONE : (207) 236-6757 WWW.LANDMARKMAINE.COM

MHW: +4.4' NAVD88 
MLW: -5.4' NAVD88 
ANCHOR PILE 
PILE CAP 
ENCAPSULATED 
FLOTATION 
FLOATING CONCRETE 
WAVE ATTENUATOR DOCK 
APPROXIMATE 
EXISTING GRADE 
20' (TYP.) FREEBOARD 
1.5' TO 2.5' 
DRAFT 
4' - 8' 
VARIES 
INTERNAL 
PILE GUIDE 
B TYPICAL FLOATING CONCRETE WAVE 
ATTENUATOR DOCK SECTION 
ROCKLAND, MAINE 
TYPICAL FLOATING CONCRETE WAVE ATTENUATOR 
SH ROCKLAND - NRPA APPLICATION 
SURVEYORS & ENGINEERS 
135 Rockland STREET ROCKPORT , M AINE 04856 PHONE : (207) 236-6757 WWW.LANDMARKMAINE.COM

MHW: +4.4' NAVD88 
MLW: -5.4' NAVD88 
4.0' TO 10.0' 
(VARIES) 
FREEBOARD 
1.5' TO 2.5' 
DRAFT 
1.0' TO 2.0' 
ANCHOR PILE 
PILE CAP 
TIMBER FRAMED 
FLOATING DOCK 
POLYTUB FLOTATION 
APPROXIMATE 
EXISTING GRADE 
TIMBER DECKING 
TIMBER FRAMING 
VARIES 
C TYPICAL TIMBER FLOATING 
DOCK SECTION 
ROCKLAND, MAINE 
TYPICAL TIMBER FLOATING DOCK DETAIL 
SH ROCKLAND - NRPA APPLICATION 
SURVEYORS & ENGINEERS 
135 Rockland STREET ROCKPORT , M AINE 04856 PHONE : (207) 236-6757 WWW.LANDMARKMAINE.COM

24' 
VARIES 
APPROXIMATE 
EXISTING GRADE 
PROPOSED 
RAILING 24' 
PROPOSED GANGWAY 
ACCESS PLATFORM 
PROPOSED 
ADA 
COMPLIANT 
GANGWAY 
EXISTING ROCK 
QUAY WALL 
MHW 
MLW 
PROPOSED 
SUPPORT PILES 
(9 TOTAL) 
PROPOSED GANGWAY 
PLATFORM SUPERSTRUCTURE 
D TYPICAL GANGWAY ACCESS 
PLATFORM SECTION 
E TYPICAL GANGWAY ACCESS 
PLATFORM SECTION
ROCKLAND, MAINE 
TYPICAL GANGWAY ACCESS PLATFORM DETAILS 
SH ROCKLAND - NRPA APPLICATION 
SURVEYORS & ENGINEERS 
135 Rockland STREET ROCKPORT , M AINE 04856 PHONE : (207) 236-6757 WWW.LANDMARKMAINE.COM 
EXISTING FIXED PIER RAILING 
EXISTING RAILING 
EXISTING PIER/ 
ROCK QUAY WALL 
MHW: +4.4' NAVD88 
MLW: -5.4' NAVD88 
CROSS BRACING 
CROSS 
BRACING 
APPROXIMATE 
EXISTING GRADE

10 
15 
16 
20 
20 
17 
-1 
01
2 
YS-16' 
65' 
48' 
7' 
9' 
31' 
PROPOSED PIER 
EXTENSION 
ROCKLAND, MAINE 
SHOREWARD PIER EXTENSION LAYOUT 
SH ROCKLAND - NRPA APPLICATION 
SURVEYORS & ENGINEERS 
135 Rockland STREET ROCKPORT , M AINE 04856 PHONE : (207) 236-6757 WWW.LANDMARKMAINE.COM 
EXISTING END 
OF PIER 
EXISTING 
RESTAURANT 
EXISTING RIP-RAP 
REVETMENT (UNDER 
PROPOSED PIER 
EXTENSION) 
F 
HIGHEST ANNUAL TIDE LINE 
MEAN HIGH WATER LINE 
PROPOSED 
CONCRETE 
RETAINING 
WALL 
MEAN LOW 
WATER LINE

16' 
PROPOSED PIER 
EXTENSION 
ROCKLAND, MAINE 
TYPICAL LANDWARD PIER EXTENSION SECTION 
SH ROCKLAND - NRPA APPLICATION 
SURVEYORS & ENGINEERS 
135 Rockland STREET ROCKPORT , M AINE 04856 PHONE : (207) 236-6757 WWW.LANDMARKMAINE.COM 
RAILING 
CONCRETE FOOTING 
PILE EMBEDDED IN 
CONCRETE 
EXISTING REVETMENT (MAY 
REQUIRE SOME ADDITIONAL 
RIP-RAP TO LEVEL FOR 
CONCRETE FORM) 
F 
TYPICAL LANDWARD FIXED PIER 
EXTENSION SECTION 
CROSS BRACING 
EXCAVATE UPLAND AND 
REVETMENT FOR 
FOOTING (REPLACE 
REVETMENT STONE 
AFTER FOOTING IS SET) 
CONCRETE 
RETAINING WALL

GPS DATA FROM CITY OFFICIAL
DIFFUSER POINT LOCATION 
HARBOR CHANNEL LINE
HARBOR CHANNEL LINE 
CONCRETE SEA WALL 
SEWER EASEMENT
BOOK 623, PAGE 222 
LOBSTER CRATES
AND NETTING 
LAUNCHING
RAMP 
132.00' S 54°14'52" E 
203.93' S 47°45'47" E 
N 31°31'04" E
65' 
10 
10 
10 
10 
13 
14 
15 
15 
15 
15 
15 
15 
16 
20 
20 
22 
22 
23 
23 
24 
24 
25 
25 
25 
26 
26 
26 
27 
27 
27 
27 
28 
28 
29 
29 
29 
30 
30 
30 
31 
31 
32 
33 
18" PVC 
19.75 
25
26 
17 
17 
17 
18 
20 
20 
21 
50'-PB 
STENTORIAN MANAGEMENT
LITTORAL ZONE SIDELINE 
LITTORAL ZONE BASELINE 
LITTORAL ZONE BASELINE 
ROCKLAND HARBOR PARK LLC
LITTORAL ZONE SIDELINE 
CITY OF ROCKLAND
LITTORAL ZONE SIDELINE 
BISECTING LINE FOR
SETBACK MEASUREMENT 
MLW 0.0
+5 MLW 
S S S S S S S S S S S S 
S 
S S S S S S S S S S S S S 
S S 
FEDERAL CHANNEL
14 FT. TURNING BASIN 
3
4 
2 
1 
MLW -5.0 
-1 
1 
2 
5
6
7 
4
3 
-5 
-4 
-3 
-2 
-6 
-1 
01
2 
-5 
-4 
-3 
-2 
-7 
-9 
-8 
-9 
-8 
-9 
-9 
-14 
-15 
-10
-11-12-13-14-15 
-1 
-2 
-3 
-4 
-6 
-7 
-8
-9
-10 
-11-12
-13
-14 
-15 
-15 
3 
4 
210 -1 
-2 
-5-10-11 
-11
-12 
-9 
-10
-11
-13 
-12 
-14 
-15 
-16 
-16 
-15 
-10 
-8 
-9 
-6 
-7 
-15 
-10 
-6 
-7 
-8 
0 
-1
-2
-3
-4
-5 
1 
MLW 0.0 
MLW 0.0 
MLW 0.0 
"DUE EAST" 
CITY CHANNEL 
50' 250' 
65' 
EXISTING RIP-RAP 
REVETMENT 
EXISTING FIXED PIER 
NOTES: 
1. CONTOURS ARE IN FEET AND 
REFERENCE MEAN LOW WATER 
(MLW). 
2. CONTOURS BASED ON DEC. 2009 
SURVEY BY GARTLEY AND DARSKY 
AND UPDATED SURVEY NOV. 2017 
SURVEY BY ECO-ANALYSTS. 
DREDGE DEPTH LEGEND 
-6' MLW: ~2.0 ACRES 
-8' MLW: ~0.5 ACRES 
-10' MLW: ~0.3 ACRES 
-13' MLW: ~2.2 ACRES 
PROPOSED 
DREDGE AREA 
PROPOSED 
DREDGE AREA 
FEDERAL 
CHANNEL 
OFFSET 
G 
H 
ROCKLAND, MAINE 
PROPOSED DREDGE PLAN 
SH ROCKLAND - NRPA APPLICATION 
SURVEYORS & ENGINEERS 
135 Rockland STREET ROCKPORT , M AINE 04856 PHONE : (207) 236-6757 WWW.LANDMARKMAINE.COM 
HIGHEST ANNUAL TIDE 
MEAN HIGH WATER 
MEAN LOW WATER

ELEVATION (FT-MLW) 
DISTANCE (FT) 
-20 
-15 
-10 
-5
0
5 
10
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 
ELEVATION (FT-MLW) 
DISTANCE (FT) 
-20 
-15 
-10 
-5
0
5 
10
0+00 0+50 1+00 1+501+75 
DESIGN DREDGE 
DEPTH: -6' MLW 
NOTES: 
1. PROFILES ARE IN FEET AND 
REFERENCE MEAN LOW WATER 
(MLW). 
2. PROFILES BASED ON DEC. 2009 
SURVEY BY GARTLEY AND DARSKY 
AND UPDATED SURVEY NOV. 2017 
SURVEY BY ECO-ANALYSTS. 
PROPOSED 
DREDGE AREA 
DESIGN DREDGE 
DEPTH: -6' MLW 
DESIGN DREDGE 
DEPTH: -8' MLW 
DESIGN DREDGE 
DEPTH: -10' MLW 
DESIGN DREDGE 
DEPTH: -13' MLW 
G TYPICAL DREDGE PROFILE 
H TYPICAL DREDGE PROFILE 
DREDGE 
TEMPLATE 
MATERIAL TO BE 
REMOVED 
MATERIAL TO BE 
REMOVED 
ROCKLAND, MAINE 
PROPOSED DREDGE PLAN - PROFILES 
SH ROCKLAND - NRPA APPLICATION 
SURVEYORS & ENGINEERS 
135 Rockland STREET ROCKPORT , M AINE 04856 PHONE : (207) 236-6757 WWW.LANDMARKMAINE.COM

GPS DATA FROM CITY OFFICIAL
DIFFUSER POINT LOCATION 
HARBOR CHANNEL LINE
HARBOR CHANNEL LINE 
2" BRASS DISK
FOUND 
CONCRETE SEA WALL 
5/8" IRON ROD
FOUND DISTURBED 
SEWER EASEMENT
BOOK 623, PAGE 222 
LOBSTER CRATES
AND NETTING 
LAUNCHING
RAMP 
AT 45.41' 0.29 LEFT 
132.00' S 54°14'52" E 
203.93' S 47°45'47" E 
POINT (A) 
1-1/2" IRON BOLT
FOUND IN GRANITE
SEA WALL 
POINT (B) 
TIE LINE A TO B
N 29°45'14" E
361.08' 
TIE LINE A TO B
N 29°45'14" E
361.08' 
N 31°31'04" E
65' 
POINT (C) 
TIE LINE B TO C 
10 
10 
10 
10 
13 
14 
15 
15 
15 
15 
15 
15 
16 
20 
20 
22 
22 
23 
23 
24 
24 
25 
25 
25 
26 
26 
26 
27 
27 
27 
27 
28 
28 
29 
29 
29 
30 
30 
30 
31 
31 
32 
33 
18" PVC 
19.75 
25
26 
17 
17 
17 
18 
20 
20 
21 
50'-PB 
STENTORIAN MANAGEMENT
LITTORAL ZONE SIDELINE 
LITTORAL ZONE BASELINE 
LITTORAL ZONE BASELINE 
ROCKLAND HARBOR PARK LLC
LITTORAL ZONE SIDELINE 
CITY OF ROCKLAND
LITTORAL ZONE SIDELINE 
BISECTING LINE FOR
SETBACK MEASUREMENT 
MLW 0.0
+5 MLW 
S S S S S S S S S S S S 
S 
S S S S S S S S S S S S S 
S S 
FEDERAL CHANNEL
14 FT. TURNING BASIN 
FEDERAL HARBOR CHANNEL 
3
4 
2 
1 
MLW -5.0 
-1 
1 
2 
5
6
7 
4
3 
-5 
-4 
-3 
-2 
-6 
-1 
01
2 
-5 
-4 
-3 
-2 
-7 
-9 
-8 
-9 
-8 
-9 
-9 
-14 
-15 
-10
-11-12-13-14-15 
-1 
-2 
-3 
-4 
-6 
-7 
-8
-9
-10 
-11-12
-13
-14 
-15 
-15 
3 
4 
210 -1 
-2 
-5-10-11 
-11
-12 
-9 
-10
-11
-13 
-12 
-14 
-15 
-16 
-16 
-15 
-10 
-8 
-9 
-6 
-7 
-15 
-10 
-6 
-7 
-8 
0 
-1
-2
-3
-4
-5 
1 
MLW 0.0 
MLW 0.0 
MLW 0.0 
"DUE EAST" 
CITY CHANNEL 
EXISTING RIP-RAP 
REVETMENT 
EXISTING FIXED PIER 
NOTES: 
1. CONTOURS ARE IN FEET AND REFERENCE MEAN 
LOW WATER (MLW). 
2. CONTOURS BASED ON DEC. 2009 SURVEY BY 
GARTLEY AND DARSKY AND UPDATED SURVEY 
NOV. 2017 SURVEY BY ECO-ANALYSTS. 
3. PROPOSED DREDGE CONTOURS, VOLUMES, 
AND AREAS ARE BASED ON CONDITIONS AT 
TIME OF SURVEY AND MAY VARY AT TIME OF 
CONSTRUCTION. 
PROPOSED -13' MLW 
DREDGE AREA 
(91,975 SF - ~11,055 CY) 
FEDERAL 
CHANNEL 
OFFSET 
ROCKLAND, MAINE 
TURBIDITY CONTROL NOTES AND DETAILS 
SH ROCKLAND - NRPA APPLICATION 
SURVEYORS & ENGINEERS 
135 Rockland STREET ROCKPORT , M AINE 04856 PHONE : (207) 236-6757 WWW.LANDMARKMAINE.COM 
TURBIDITY CURTAIN, IF NECESSARY 
(LOCATION IS INDICATIVE AND 
SHALL BE DEPLOYED AROUND THE 
CURRENT AREA OF DREDGING 
DURING CONSTRUCTION) 
-6 
-5 -6 -4 
-7 -8 -7 -8 
-10 
-10 
-13 
-9 
-12 
-13 
-10 
-13 
-6 
-6 -5 
-4 -5 
PROPOSED 
CONTOURS 
PROPOSED -6' MLW 
DREDGE AREA 
(17,550 SF - ~450 CY) PROPOSED -10' MLW 
DREDGE AREA 
(13,120 SF - ~720 CY) 
PROPOSED -8' MLW 
DREDGE AREA 
(9,540 SF - ~200 CY) 
PROPOSED -6' MLW 
DREDGE AREA 
(5,750 SF - ~90 CY) 
FLOATING TURBIDITY BARRIERS 
D 2 
TYPE II 
Slotted PVC Connector Pipe 
(Metal Collar Reinforced) Closed Cell Solid Plastic 
Foam Flotation 
Curtain To Reach Bottom Up To Depths of 10'. Two 
(2) Panels To Be Used For Depths Greater Than 
10'. 
Nylon 
Reinforced PVC 
Fabric 
HIGHEST ANNUAL TIDE 
MEAN HIGH WATER 
MEAN LOW WATER