HomeMy WebLinkAbout26 SITE 3 - Topographical Survey 5-12-2026 REV 4-29-2026 (APPROVED)308
306
306
306
30
6
3
0
6
304
304
304
304
304
302
302
302
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300
300
298
298 296
296
296
29
4
29
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292
292
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WF A-4
WF
WF
WF
WF
WF
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WF
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WF WF
50'
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50'
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'
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A
0+20 0+40 0+60 0+80 1+00 1+20
295
300
305
310
295
300
305
310
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0
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A
A
B B
0+20
295
300
305
310
A
293 293
306
302
3
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30
2
3
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9
8
29
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306
B
C
B
C
293
WF WF WF
WF
WF
WF
WF
WFWF
WF
WF
WF
WF
294
WF A-5
WF A-1
WF A-2
WF A-3
0+20 0+40 0+60 0+80 1+00 1+20
295
300
305
310
295
300
305
310
B B
293 293
0+20 0+40 0+60 0+80 1+00 1+20
295
300
305
310
295
300
305
310
A A
293 293
0+40 0+60 0+80 1+00 1+20 1+40
290
295
300
305
290
295
300
305
307 307
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1.THIS SURVEY (OR MAP) HAS BEEN PREPARED PURSUANT TO THE
REGULATIONS OF CONNECTICUT STATE AGENCIES SECTIONS 20-300b-1
THROUGH 20-300b-20 AND THE "STANDARDS AND SUGGESTED METHODS AND
PROCEDURES FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS
ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. ON
AUGUST 29, 2019.
2.THE TYPE OF SURVEY IS A TOPOGRAPHIC SURVEY.
BOUNDARY DETERMINATION CATEGORY: NONE.
HORIZONTAL ACCURACY CLASS: A-2.
TOPOGRAPHIC ACCURACY CLASS: T-2 (ASSUMED DATUM)
TOPOGRAPHIC FIELD SURVEY CONDUCTED ON 5/9/25
3.THE SUBJECT PROPERTY IS IN THE R-120 ZONE.
4.WETLAND FLAGS DEPICTED HEREON ARE BASED ON FIELD LOCATION
PERFORMED ON 5/9/2025.
5.WETLAND SOILS WERE FLAGGED IN THE FIELD BY JAMES SIPPERLY.
WETLANDS
WETLANDS
WETLANDS
WOO
D
E
D
A
R
E
A
WOO
D
E
D
A
R
E
A
AREA OF DISTURBED LAND. ALL SLOPES
GRADE TOWARD THE MIDDLE OF THE
DISTURBED AREA.
LIMIT OF DISTURBANCE
SITE
SHEET 1
INV. = 300.40
GRAS
S
E
D
AREA
INV. = 300.30
15" HDPE
CULVERT
GRAS
S
E
D
AREA
EDGE OF WOODS
SCALE: HORIZONTAL 1"= 20' VERTICAL 1"= 5')
SCALE: HORIZONTAL 1"= 20' VERTICAL 1"= 5')
SCALE: HORIZONTAL 1"= 20' VERTICAL 1"= 5')
EX. GRADE
EX. GRADE
EX. GRADE
6/
2
5
/
2
5
1
UP
D
A
T
E
S
WETLAN
D
S
TENT STRUCTURE
SITE
SHEET 2
3/
2
0
/
2
6
2
SE
C
O
N
D
S
I
T
E
U
P
D
A
T
E
S
302
WF
WF
WF
WF
WF
WF
296298300
302
304
292
294
2
9
0
284
286
288
284
286
288
290
292
284
294296
290
292
294
296
298
300
2
8
8
288
290
292
29
4
296
298
0+
0
0
b
b
0+
0
0
A
A
0+00 1+000+20 0+40 0+60 0+80 1+20 1+40285
290
A
0+00 1+00 2+000+20 0+40 0+60 0+80 1+20 1+40 1+60 1+80285
290
295
300
305
285
290
295
300
305
A A
0+00 1+000+20 0+40 0+60 0+80 1+20 1+40 1+60 1+80
285
290
295
300
305
285
290
295
300
305
B B
DA
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NO
.
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S
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1.THIS SURVEY (OR MAP) HAS BEEN PREPARED PURSUANT TO THE
REGULATIONS OF CONNECTICUT STATE AGENCIES SECTIONS 20-300b-1
THROUGH 20-300b-20 AND THE "STANDARDS AND SUGGESTED METHODS AND
PROCEDURES FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS
ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. ON
AUGUST 29, 2019.
2.THE TYPE OF SURVEY IS A TOPOGRAPHIC SURVEY.
BOUNDARY DETERMINATION CATEGORY: NONE.
HORIZONTAL ACCURACY CLASS: A-2.
TOPOGRAPHIC ACCURACY CLASS: T-2 (ASSUMED DATUM)
TOPOGRAPHIC FIELD SURVEY CONDUCTED ON 5/9/25
3.THE SUBJECT PROPERTY IS IN THE R-120 ZONE.
6/
2
5
/
2
5
1
UP
D
A
T
E
S
SITE
SHEET 1
SITE
SHEET 2
LIMIT OF EXCAVATION
APPROX. 1.95 ACRES
SCALE: HORIZONTAL 1"= 20' VERTICAL 1"= 5')
SCALE: HORIZONTAL 1"= 20' VERTICAL 1"= 5')
AREA OF DISTURBED LAND. ALL SLOPES
GRADE TOWARD THE MIDDLE OF THE
DISTURBED AREA.
GRAS
S
E
D
AREA
GRAS
S
E
D
AREA
3/
2
0
/
2
6
2
SE
C
O
N
D
S
I
T
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U
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D
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T
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S
EX. GRADE
EX. GRADE
308
306
306
306
30
6
3
0
6
304
304
304
304
304
302
302
302
302
3
0
2
300
300
298
298 296
296
296
29
4
29
4
292
292
29
2
WF A-4
WF
WF
WF
WF
WF
WF
WF
WF
WF WF
50'
U
R
A
50'
U
R
A
50
'
U
R
A
0+20 0+40 0+60 0+80 1+00 1+20
295
300
305
310
295
300
305
310
0+
0
0
0+
0
0
0+
0
0
A
A
B B
295
300
305
310
293 293
306
302
3
0
2
30
2
3
0
0
2
9
8
29
4
306
B
C
B
C
293
WF WF WF
WF
WF
WF
WF
WFWF
WF
WF
WF
WF
294
WF A-5
WF A-1
WF A-2
WF A-3
0+20 0+40 0+60 0+80 1+00 1+20
295
300
305
310
295
300
305
310
B B
293 293
0+20 0+40 0+60 0+80 1+00 1+20
295
300
305
310
295
300
305
310
A A
290 290
0+40 0+60 0+80 1+00 1+20 1+40
290
295
300
305
290
295
300
305
307 307
C C
DA
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NO
.
DE
S
C
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20
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A
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WETLANDS
WETLANDS
WETLANDS
WOO
D
E
D
A
R
E
A
WOO
D
E
D
A
R
E
A
INV. = 300.40
GRAS
S
E
D
AREA
SUMMARY OF REGULATED ACTIVITIES
WETLANDS AREA DISTURBED:
-TEMPORARY DISTURBANCE (TENT AREA) 800 SQ. FT. (0.018 AC)
-PERMANENT DISTURBANCE (CULVERT) 200 SQ. FT. (0.005 AC)
UPLAND REVIEW AREA DISTURBED: 4,893 SQ. FT. (0.112 AC)
INV. = 300.30
15" HDPE
CULVERT
(TO REMAIN)
GRAS
S
E
D
AREA
EDGE OF WOODS
SCALE: HORIZONTAL 1"= 20' VERTICAL 1"= 5')
SCALE: HORIZONTAL 1"= 20' VERTICAL 1"= 5')
SCALE: HORIZONTAL 1"= 20' VERTICAL 1"= 5')
EX. GRADE
EX. GRADE
EX. GRADE
6/
2
5
/
2
5
1
UP
D
A
T
E
S
PRO. GRADE
302
302
304
306
300
298
296 294
294
294
294
296
298
300
302
304
306
296
298
300
302
304
296
298
300
MA
R
K
A
.
R
E
Y
N
O
L
D
S
,
P
.
E
.
#
1
9
7
8
9
TENT STRUCTURE
(TO BE REMOVED)
NOTES:
1. PORTIONS OF THE POND AND WETLAND AREAS ARE
SHOWN APPROXIMATE. THE APPROXIMATE AREAS ARE
AWAY FROM PROPOSED AREAS OF ACTIVITY AND ARE
INTENDED FOR CLARITY.
2. FIELD LOCATED/FLAGGED WETLANDS ARE INDICATE BY
SPECIAL LINE TYPE.
3. ALL RESTORATION WORK SHOWN ON THESE PLANS
AND NOTED IN THE SOIL SCIENTIST'S REPORT SHALL BE
COMPLETED WITHIN THE 2025 GROWING SEASON.
5. ANY ADDITIONAL EARTH WORK WITHIN WETLANDS OR
WITHIN 50 FEET OF WETLANDS SHALL REQUIRE APPROVAL
BY THE INLAND WETLAND COMMISSION.
LOAM, SEED & MULCH
ALL DISTURBED AREAS
UTILIZE CONSERVATION
SEED MIX IN
HATCHED AREA
LOAM, SEED & MULCH
ALL DISTURBED AREAS
LOAM, SEED & MULCH
ALL DISTURBED AREAS
DIRECT ALL GRADING
TOWARD THE CENTER OF
THE EXCAVATED AREA
DIRECT ALL GRADING
TOWARD THE CENTER OF
THE EXCAVATED AREA
GRADE ALL SLOPES TO
2 HORIZONTAL TO 1 VERTICAL
OR FLATTER
GRADE ALL SLOPES TO
2 HORIZONTAL TO 1 VERTICAL
OR FLATTER
PRO. GRADE
PRO. GRADE
ELEV. 294.0
ELEV. 294.0
ELEV. 294.0
GRADE ALL
SLOPES TO
2 TO 1
OR FLATTER
GRADE ALL
SLOPES TO
2 TO 1
OR FLATTER
GRADE ALL
SLOPES TO
2 TO 1
OR FLATTER
INSTALL CT DOT
MOD RIPRAP AT
EX. SCOUR HOLE
PLANTINGS IN ACCORDANCE WITH
SOIL SCIENTIST RECOMMENDATION
(SEE SHEET 3)
SITE
SHEET 1
SITE
SHEET 2
3/
2
0
/
2
6
2
SE
C
O
N
D
S
I
T
E
U
P
D
A
T
E
S
LIMIT OF EXCAVATION
APPROX. 1.08 ACRES
TOPSOIL THICKNESS FOR DISTURBED
NON-WETLAND SOIL AREAS: 6 INCHES
TEMPORARY EROSION CONTROL BLANKET,
HYDROSEED WITH BONDED FIBER MATRIX, OR
EQUAL SHOULD BE PROVIDED ON ALL FINISHED
SLOPES THAT ARE STEPER THAN 3:1
4/
2
9
/
2
6
3
AP
P
R
O
V
A
L
C
O
N
D
I
T
I
O
N
S
0+00 1+000+20 0+40 0+60 0+80 1+20 1+40 1+60 1+80285
290
295
300
305
285
290
295
300
305
B B
0+00 1+00 2+000+20 0+40 0+60 0+80 1+20 1+40 1+60 1+80285
290
295
300
305
285
290
295
300
305
A A
302
301
301
WF
WF
WF
WF
WF
WF
296298300
302
304
292
294
2
9
0
284
286
288
284
286
288
290
292
284
294296
290
292
294
296
298
300
2
8
8
288
290
292
29
4
296
298
0+
0
0
b
b
0+
0
0
A
A
0+00 1+000+20 0+40 0+60 0+80 1+20 1+40285
290
A
DA
T
E
NO
.
DE
S
C
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1.THIS SURVEY (OR MAP) HAS BEEN PREPARED PURSUANT TO THE
REGULATIONS OF CONNECTICUT STATE AGENCIES SECTIONS 20-300b-1
THROUGH 20-300b-20 AND THE "STANDARDS AND SUGGESTED METHODS AND
PROCEDURES FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS
ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. ON
AUGUST 29, 2019.
2.THE TYPE OF SURVEY IS A TOPOGRAPHIC SURVEY.
BOUNDARY DETERMINATION CATEGORY: NONE.
HORIZONTAL ACCURACY CLASS: A-2.
TOPOGRAPHIC ACCURACY CLASS: T-2 (ASSUMED DATUM)
TOPOGRAPHIC FIELD SURVEY CONDUCTED ON 5/9/25
3.THE SUBJECT PROPERTY IS IN THE R-120 ZONE.
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SITE
SHEET 2
SCALE: HORIZONTAL 1"= 20' VERTICAL 1"= 5')
SCALE: HORIZONTAL 1"= 20' VERTICAL 1"= 5')
GRAS
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LOAM, SEED & MULCH
ALL DISTURBED AREAS
DIRECT ALL GRADING
TOWARD THE CENTER OF
THE EXCAVATED AREA
GRADE ALL SLOPES TO
2 HORIZONTAL TO 1 VERTICAL
OR FLATTER
EX. GRADE
EX. GRADE
PRO. GRADE
PRO. GRADE
GRADE ALL
SLOPES TO
2 TO 1
OR FLATTER
EXISTING GRADE
2 TO 1 OR FLATTER GRADE ALL
SLOPES TO
2 TO 1
OR FLATTER
EXISTING GRADE
2 TO 1 OR FLATTER
294 296292290
288
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292
296
294
LIMIT OF EXCAVATION
APPROX. 1.95 ACRES
TOPSOIL THICKNESS FOR DISTURBED
NON-WETLAND SOIL AREAS: 6 INCHES
TEMPORARY EROSION CONTROL BLANKET,
HYDROSEED WITH BONDED FIBER MATRIX, OR
EQUAL SHOULD BE PROVIDED ON ALL FINISHED
SLOPES THAT ARE STEPER THAN 3:1
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POUNDS PER 1000 SQUARE FEET. FERTILIZE WITH 10-10-10 AT A RATE OF 11 POUNDS
WATER DIVERSIONS. APPLY LIMESTONE AT A RATE OF TWO TONS PER ACRE OR 90
THAN 2 INCHES. INSTALL ANY NEEDED EROSION CONTROL DEVICES SUCH AS SURFACE
SEEDBED PREPARATION: FINE GRADE AND RAKE SOIL TO REMOVE ANY STONES LARGER
JANUARY 2023 AS AMENDED.
BE RETAINED AND PROTECTED.
DESIGNATED AGENT(S).
BE INSTALLED AS SOON AS POSSIBLE. WHEREVER FEASIBLE NATURAL VEGETATION SHOULD
BE THE SHORTEST PERIOD OF TIME. WHEN NECESSARY TEMPORARY VEGETATION AND OR
THE SMALLEST PRACTICAL AREA OF LAND SHOULD BE EXPOSED. THE EXPOSURE SHOULD
ALL EROSION & SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY
CONSTRUCTION, PROPERLY MAINTAINED DURING CONSTRUCTION AND REMAIN IN PLACE
SPECIFIED IN THE CONNECTICUT GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL
ALL EROSION & SEDIMENT CONTROL MEASURES TO BE CONSTRUCTED AS DETAILED AND
UNTIL ALL DISTURBED AREAS HAVE BEEN PROPERLY STABILIZED. AFTER INSTALLATION
THE STOCKPILING OF BUILDING MATERIALS SHALL BE WITHIN THE AREA OF DISTURBANCE.
OF THE INITIALLY PRESCRIBED MEASURES, ADDITIONAL MEASURES MAY BE REQUIRED TO
ADDRESS FIELD CONDITIONS AS ORDERED BY THE TOWN OF MONTVILLE OR ITS
MULCHING SHOULD BE USED TO PROTECT EXPOSED AREAS. FINAL VEGETATION SHOULD
EROSION & SEDIMENT CONTROL NOTES:
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TIMES, REPEAT MULCHING PROCEDURE UNTIL SEED CAN BE DONE.
BETWEEN AUGUST 15 AND SEPTEMBER 1. IF SEEDING CANNOT BE DONE DURING THESE
SEEDER OR HYDROSEEDER. SEEDING SHALL BE DONE BETWEEN APRIL 1 AND JUNE 1 OR
SEED APPLICATION: APPLY SHADE TOLERANT GRASS MIXTURE BY HAND, CYCLONE
BY HAND OR WITH A MULCH BLOWER. PUNCH MULCH INTO SOIL SURFACE
APPROXIMATELY TWO TO THREE INCHES.
TOTAL 45 LBS/ACRE
PERENNIAL RYE GRASS 5 LBS/ACRE
CREEPING RED FESCUE 20 LBS/ACRE
KENTUCKY BLUEGRASS 20 LBS/ACRE
ESTABLISH PERMANENT VEGETATION USING A SEED MIXTURE OF:
THROUGH SEPTEMBER 1.
STRAW OR HAY AT A RATE OF 1.5 TO 2 TONS PER ACRE. MULCH SHALL BE SPREAD
MULCHING: IMMEDIATELY FOLLOWING SEEDING, MULCH THE SEEDED SURFACE WITH
THE RECOMMENDED DATES FOR SEEDING ARE APRIL 1 THROUGH JUNE 1 AND AUGUST 15
THE TOWN OF MONTVILLE RESERVES THE RIGHT TO REVISE THE EROSION CONTROL PLAN
AS CONDITIONS WARRANT. ADDITIONAL EROSION AND CONTROL MEASURES MAY BE
REQUIRED AT THE DIRECTION OF THE TOWN OF MONTVILLE ZEO.
EROSION AND SEDIMENTATION CONTROL MEASURES WILL NEED TO BE INSPECTED AT LEAST
ONCE A WEEK, AND WITHIN 24 HOURS OF THE END OF A STORM EVENT WITH A RAINFALL
AMOUNT OF 0.5" OR GREATER.