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Home My WebLink About83-1916 - Beach Nourishmentr-4 Beach Beach i 1 Max Side slope 1 Proposed Note: Should Rip—Rap Placement Channel be necessary Min Stone size 6"-12" or SHA Class I SECTION B -B NTS / EX` 0,14 \ G�6� / 3 � � Lawn Area / \ LOT 1 7 1 LOT 23A �k s ; `4 s � o o � a BEACH ARE GGF / ti I 011 Gpt3`'lll� / \ I 0 \ 4 a ,\ 2 3 N `l CD 1 I 7 I I 1 1 v i i j1 1 LEWIS BAY' t I I z 1 j i r j �1 ti t a f I` 1 1 1 I 1 LOT 23B g�ppg / pF Q/ �(�p�'6• q1 CoaS \ �Oeae)n G i a " � .., �i fiat• �`4t� OC r SGVx M44ASv% x eoo , �h A Q\Q NICE LOT 13 P1,13PS &13P6 PLAN VIEW BEACH AREA Scale Area of Exeovoflon 1 "=30' SECTION A -A H:1 `20' V:1 "=10' GENERAL NOTES 1. ELEVATIONS REFER T NGVD OF`192D 2. YORK 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 LIM1T 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 ON THE BEACH ABOVE THE EHW.I 5. ALL SAND FILL USED FOR BEACH NOURISHMENT SHALL BE CLEAN SAND, CONSISTENT COLOR, AND GRAIN SIZE TO THE EXISTING SAND ON Tip£ BEACH. G. ALL SAND FILL PLACED SHALLBE FIRMLY COMPACTED DURING AND AFTER PLACEMENT. 7. SNOW FENCING WILL BE PLACED ON THE BEACH FOR STABILIZATION AFTER CONSTRUCTION'. APPLICANT SHALL CONSUKLT WITH YARMOUTH CONSERVATION OFFICER REGARDING PLACEWTIT`tOMION. a. ALL WORK SHALL COMPLY WITH MASSDEP BEACH NOURISHMENT GUIDE AND BEST MANAGEMENT PRACTICES. (MARCH 20070 9. BASEMAP PREPARED BYSCHOFIELDD BROTHERS — ENTITLED "PLAN OF PROPOSED OR€DGENING & 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 WNIMUM TIME. AREAS SHALL BE PERMANENTLY COMPACTED & STABILIZED WITHIN 15 DAYS OF FINAL GRADING AND TEMPORARILY STABILIZED . 3. SEDIMENT BARRIERS (SNOW FENCE, MAY 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 15%. 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 J5. 5. ALL EROSION CONTROL STRUCTURES WILL BE INSPECTED, REPLACED AND/OR REPAIRED EVERY 7 DAYS AND 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 APE STABILIZED BY TURF. B. NO SLOPES, EITHER PERMANENT OR TEMPORARY, SHALL BE STEEPER THAN TWO TO ONE (2 TOI). 7. DURING THE CONSTRUCTION PHASE, INTERCEPTED SEDIMENT WILL BE RETURNED TO THE SITE AND REGRADED ONTO OPEN AREAS. &. 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 UNTIL 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, RONALD T1BEM No. 94775 TITLE: BEACH NOURISHMENT [SCALE: AS NOTE)[DATE: 12/12/11 SHEET No: DRAWN BY: PROJECT No: SOG 2011-223 CHECKED BY: RT CAD I.D. #: i CroweII0.dwq OF 1 I PROFESSIO AL ENGINEER MASSACHUSETTS LICENSE No. 34773 CONSTRUCTION CHECK DATE ; 1 s 1 t 1 { 1 I I I` 1 1 1 I 1 LOT 23B g�ppg / pF Q/ �(�p�'6• q1 CoaS \ �Oeae)n G i a " � .., �i fiat• �`4t� OC r SGVx M44ASv% x eoo , �h A Q\Q NICE LOT 13 P1,13PS &13P6 PLAN VIEW BEACH AREA Scale Area of Exeovoflon 1 "=30' SECTION A -A H:1 `20' V:1 "=10' GENERAL NOTES 1. ELEVATIONS REFER T NGVD OF`192D 2. YORK 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 LIM1T 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 ON THE BEACH ABOVE THE EHW.I 5. ALL SAND FILL USED FOR BEACH NOURISHMENT SHALL BE CLEAN SAND, CONSISTENT COLOR, AND GRAIN SIZE TO THE EXISTING SAND ON Tip£ BEACH. G. ALL SAND FILL PLACED SHALLBE FIRMLY COMPACTED DURING AND AFTER PLACEMENT. 7. SNOW FENCING WILL BE PLACED ON THE BEACH FOR STABILIZATION AFTER CONSTRUCTION'. APPLICANT SHALL CONSUKLT WITH YARMOUTH CONSERVATION OFFICER REGARDING PLACEWTIT`tOMION. a. ALL WORK SHALL COMPLY WITH MASSDEP BEACH NOURISHMENT GUIDE AND BEST MANAGEMENT PRACTICES. (MARCH 20070 9. BASEMAP PREPARED BYSCHOFIELDD BROTHERS — ENTITLED "PLAN OF PROPOSED OR€DGENING & 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 WNIMUM TIME. AREAS SHALL BE PERMANENTLY COMPACTED & STABILIZED WITHIN 15 DAYS OF FINAL GRADING AND TEMPORARILY STABILIZED . 3. SEDIMENT BARRIERS (SNOW FENCE, MAY 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 15%. 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 J5. 5. ALL EROSION CONTROL STRUCTURES WILL BE INSPECTED, REPLACED AND/OR REPAIRED EVERY 7 DAYS AND 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 APE STABILIZED BY TURF. B. NO SLOPES, EITHER PERMANENT OR TEMPORARY, SHALL BE STEEPER THAN TWO TO ONE (2 TOI). 7. DURING THE CONSTRUCTION PHASE, INTERCEPTED SEDIMENT WILL BE RETURNED TO THE SITE AND REGRADED ONTO OPEN AREAS. &. 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 UNTIL 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, RONALD T1BEM No. 94775 TITLE: BEACH NOURISHMENT [SCALE: AS NOTE)[DATE: 12/12/11 SHEET No: DRAWN BY: PROJECT No: SOG 2011-223 CHECKED BY: RT CAD I.D. #: i CroweII0.dwq OF 1 I PROFESSIO AL ENGINEER MASSACHUSETTS LICENSE No. 34773 CONSTRUCTION CHECK DATE