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Proposed Note: Should Rip—Rap Placement
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PLIANT VIEW
Scale : 1 "=30'
LOT 13 P1,13PS &13P6
SECTION A—A
H:1 "-20'
V:1 "=10,
GENERAL NOTES
1., ELEVATIONS REFER TO NGVD OF 1929.
2. WORK LIMIT SHALL BE STAKED PRIOR TO CONSTRUCTION
3. NO CONSTRUCTION ACTIVITY OR CONSTRUCTION EQUIPMENT
SHALL ENCROACH ON THE SALT MARSH OR BE SEWARD OF THE
WORK LIMIT LINES AS DEPICTED ON THE PLANS.
4. ALL UNUSABLE DREDGED MATERIAL SHALL BE DISPOSED OF
IN AN APPROPRIATE LOCATION, CLEAN SAND DREDGE MATERIAL
MAY BE PLACED 014 THE BEACH ABOVE THE EHW.
S. ALL SAND FILL USED FOP, BEACH NOURISHMENT SHALL BE
CLEAN SAND, CONSISTENT COLOR AND GRAIN SIZE TO THE
EXISTING SAND ON THE BEACH. SEE SAND SAMPLE SIEVE RESULTS
AS REQUIRED BY 310 CMR 10.27(5).
6. ALL SAND FILL PLACED SHALLBE FIRMLY COMPACTED
DURING AND AFTER PLACEMENT.
7, SNOW FENCING WILL BE PLACED ON THE. -BEAN FOR STABILIZATION
AFTER CONSTRUCTION. APPLICANT SHALL CONSU 1 WITH YARMOUTH
CONSERVATION OFFICER REGARDING PLACEMntvr-LotAwN.
8. ALL WORK SHALL COMPLY WITH MASSDEP BEACH NOURISHMENT
GUIDE AND BEST MANAGEMENT PRACTICES. (MARCH 2007)
9. BASEMAP PREPARED BY SCHOFIELD BROTHERS - ENTITLED
"PLAN OF PROPOSED DREDGENING & FILLING" DATED 1994.
10. CONTRACTOR SHALL MEET WITH YARMOUTH CONSERVATION AGENT
PRIOR TO CONSTRUCTION TO REVIEW MEANS AND METHODS OF WORK.
EROSION & SEDIMENT CONTROL NOTES
1 ALL SEDIMENT AND EROSION CONTROL MEASURES SHALL BE DONE IN ACCORDANCE WITH THE MASSACHUSETTS
ENVIRONMENTAL PROTECTION STANDARDS.
2. THOSE AREAS UNDERGOING ACTUAL CONSTRUCTION WILL BE LEFT IN AN UNTREATED OR UNVEGETATED
CONDITION FOR A MINIMUM TIME. AREAS SHALL BE PERMANENTLY COMPACTED & STABILIZED WITHIN
15 DAYS OF FINAL GRADING AND TEMPORARILY STABILIZED .
3. SEDIMENT BARRIERS (SNOW FENCE, HAY BARRIERS, ETC. SHOULD BE INSTALLED PRIOR TO ANY SOIL DISTURBANCE
OF THE CONTRIBUTING DRAINAGE AREA ABOVE THEM. MULCH NETTING SHALL BE USED TO ANCHOR
MULCH IN ALL AREAS WITH SLOPES GREATER THAN 15Y. AFTER OCTOBER 1ST, THE SAME APPLIES
FOR ALL SLOPES GREATER THAN 8%,
4. INSTALL SEDIMENT BARRIERS AT TOE OF SLOPE TO FILTER SILT FROM RUNOFF. SEE DETAILS FOR PROPER
INSTALLATION, SEDIMENT BARRIERS WILL REMAIN IN PLACE PER NOTE #5.
.,. ALL EROSION CONTROL STRUCTURES Vi4 BE INSPECTED, REPLACED AND/OR REPAIREDEVERY 7DArSAh
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IMMEDIATELY FOLLOWING ANY SIGNIFICANT RAINFALL OF SNOW MELT OR WHEN NO LONGER SERVICEABLE DUE
TO SEDIMENT ACCUMULATION OR DECOMPOSURE, SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH
STORM EVENT. THEY MUST BE REMOVED WHEN DEPOSITS REACH APPROXIMATELY ONE HALF THE HEIGHT OF
THE BARRIER. SEDIMENT CONTROL DEVICES SHALL REMAIN IN PLACE AND BE MAINTAINED BY THE CONTRACTOR
UNTIL AREAS UPSLOPE ARE STABILIZED BY TURF.
6. NO SLOPES, EITHER PERMANENT OR TEMPORARY, SHALL BE STEEPER THAN TWO TO ONE (2 T01).
7, DURING THE CONSTRUCTION PHASE, INTERCEPTED SEDIMENT WILL BE RETURNED TO THE SITE AND REGRADED
ONTO OPEN AREAS.
8. WINTER CONSTRUCTION PERIOD: NOVEMBER 1 THROUGH APRIL 15,
9. EXPOSED AREA SHOULD BE LIMITED SO THAT IT CAN BE WORKED IN ONE DAY PRIOR TO ANY SNOW EVENT,
10, CONTINUATION OF EARTHWORK OPERATION ON ADDITIONAL AREAS SHALL NOT BEGIN UNTiI THE EXPOSED SOIL
SURFACE ON THE AREA BEING WORKED HAS BEEN STABILIZED SUCH THAT NO LARGER AREA OF THE SITE IS
WITHOUT EROSION CONTROL PROTECTION AS LISTED IN ITEM ABOVE...
PROJECT ESTIMATED QUANTITIES
1 TEMPORARY ALTERATION VOLUME 5 CYS
2. PERMANENT ALTERATION VOLUME 81 CYDS
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PROFESSIONAL ENGINEER
MASSACHUSETTS LICENSE No. 34773
PROJECT:
CROWELL BEACH ASSOCIATION
47 Crowell Street
W. Yarmouth MA 02673
(781) 641-9940
TITLE:
BEACH NOURISHMENT
SCALE: AS NOTED DATE: 1/12/13 SHEET No:
DRAWN BY: PROJECT No:
SOG 2011-223
CHECKED BY:CAD I.D. �:
RT
CrowellO.dwa ,
CONSTRUCTION CHECK DATE
I � 1
REV. No.