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Home My WebLink About83-1901 - Proposed BulkheadPARKERS RIVER (TIDAL) " MAP 19 LOT 76 O EX. 6'x24' FLOAT EX. 3'x16' RAMP CTO BE LICENSED) (TO BE LICENSED) FLOOD YEE SANDRA CP ELEVATION CONTOUR REPLACE I'�- ® IM in ® LIMIT OF WORK/ACCESS DEGRADED I O 4 EBB PILES (TYP) d A EX. BULKHEAD °tE 03-27-1 PLBK 31B, PG. PINECT STEPHANIE BRACKETT 6 COMPASS LANE YARMOUTH, MA ORRWN 6Y MCI m PROPOSED B' RETURN, _ EXTEND SHEETING INTO EX, SALT _ - ADJACENT BULKHEAD TO MARSH PREVENT BACK SCOUR (PATENS) EX. DECK] (SEE MAP 19 LOT 74 N/F KEATING, MICHAEL T ,EX. 8'x16' PIER, EL=5.59' (TO BE LICENSED) r -EXISTING 8'0 PIS (TYP) BOTTOM OFBANKJ� NGVD HV=1,8' NGVD TPP,OF= EX. BULKHEAD BANK PLBK 492, PG. 3 1P EX. BEACH GRASSES PROPOSED 8' RETURN, 7' `.aaaaoi� EXTEND SHEETING INTO �9 ADJACENT BULKHEAD TO PREVENT BACK SCOUR O EXISTING DWELLING fk. DeCk MAP 19 LOT 75 8,505 ± SQ. FT. 0.2 ± AC, I I COMPASS DRIVE (40' WIDE PRIVATE) SITE PLAN 10 5 Q 10 20 - 40 SCALE: 1"=20' CONSTRUCTION NOTES: 1. ELEVATIONS REFER TO NGVD. CONTACT SHOREFRONT CONSULTING FOR ADDITIONAL ELEVATION INFORMATION AS NEEDED. 2. CONSTRUCTION ACCESS SHALL BE VIA THE ACCESS ROUTE SHOWN ON THE PLAN AND DIRECTLY OVER THE APPLICANT'S PROPERTY. 3. THE WORK ACTIVITY SHALL OCCUPY A MINIMUM AREA TO ACCOMPLISH THE INSTALLATION OF THE BULKHEAD. EQUIPMENT AND MATERIALS HANDLING SHALL BE IN ACCORDANCE WITH THE WORK PROTOCOL SUBMITTED WITH THE NOTICE OF INTENT, THE RESULTING ORDER OF CONDITIONS AND AS DIRECTED BY THE YARMOUTH CONSERVATION AUTHORITIES. 4. ALL WORK SHALL BE ACCOMPLISHED FROM A WORKING BARGE AS MUCH AS PRACTICAL. THE REMAINDER OF WORK SHALL BE ACCOMPLISHED BY HAND. AT NO TIME SHALL THE WORKING BARGE COME IN CONTACT WITH THE MARSH. 5. EQUIPMENT SHALL BE STORED ON THE APPLICANTS PROPERTY OR THE WORKING BARGE WHEN NOT IN USE. WORKING BARGE TO BE ANCHORED TO AVOID BOTTOMING OUT DURING PERIODS OF LOW TIDE. 6. VINYLS SHEETING SHALL BE SHOREGUARD CL9000, WITH 14 -FOOT LONG SHEETS, AND SHALL BE DRIVEN TO THE DEPTHS SPECIFIED ON THE PLAN. IF DESIGN EMBEDMENT CAN NOT BE REACHED, SHOREFRONT CONSULTING SHALL BE CONTACTED BEFORE PROCEEDING. 7. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RETURNED TO THEIR PRE -CONSTRUCTION CONDITION. ALL WORK SHALL BE INSPECTED BY 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 CONTOURS AND CONDITIONS. 9. THE CONTRACTOR SHALL OBTAIN A COPY OF THE ORDER OF CONDITIONS ISSUED FOR THE PROJECT BY THE YARMOUTH CONSERVATION COMMISSION PRIOR TO THE START OF ANY WORK. 10. ALL TIMBER USED SHALL BE CCA PRESSURE TREATED, OR EQUAL AS APPROVED BY OWNER OR SHOREFRONT CONSULTING. ALL HARDWARE SHALL BE GALVANIZED OR STAINLESS STEEL, UNLESS OTHERWISE APPROVED BY OWNER OR SHOREFRONT CONSULTING 11. THE PILES ANCHORING THE FLOAT SHALL BE REPLACED IN-KIND, AS WELL AS ANY OTHER DEGRADED PILES. 12. A CHAPTER 91 LICENSE APPLICATION SHALL BE FILED FOR THE EXISTING PIER, RAMP, AND FLOAT AS WELL AS THE BULKHEAD. THE BULKHEAD IS CURRENTLY LANDWARD OF MHW, AND THEREFORE A PLAN REFERENCES: 1. RECORD OWNER IS - STEPHANIE C TSOUMAS TRUSTEE OF THE S.C.T. FAMILY TRUST DEED BOOK. 11409, PACE 15 PLAN BOOK 181, PAGE 125 YARMOUTH ASSESSORS MAP 19, LOT 75 2. PROPERTY LINES DEPICTED HEREON ARE BASED ON A FIELD SURVEY BY EXISTING GRADE INC. JANUARY, 2011 AND COMPILED FROM PLANS ON RECORD AND A PLAN RECORDED IN THE BARNSTABLE OUNTY REGISTRY OF DEEDS IN PLAN BOOK 181 PAGE 125. 3. ORIGIN OF BEARINGS IS PLAN BOOK 181 PAGE 125. 4. ORIGIN OF ELEVATIONS ARE BASED ON FIRM REFERENCE MARK RM 27 ELEVATION 7.48 NGVD 1929. 5. PARCEL LIES WITHIN FLOOD ZONE Al2 (ELEVATION 10) PER FIRM PANEL #6 OF 7, COMMUNITY PANEL NUMBER 250015 0006 D MAP REVISED JULY 2, 1992. DATUM FOR ALL ELEVATIONS IS NGVD 29. 6. EXISTING CONDITIONS SHOWN HEREON WERE COMPILED FROM FIELD SURVEYS PERFORMED BY EXISTING GRADE INC. IN JANUARY, 2011. 7. SURVEYOR HAS MADE NO INVESTIGATION OR INDEPENDENT SEARCH FOR EASEMENTS OF RECORD, ENCUMBRANCES, RESTRICTIVE COVENANTS, OWNERSHIP TITLE EVIDENCE, OR ANY OTHER FACTS THAT AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE. B. WETLAND RESOURSES SHOWN WERE FIELD IDENTIFIED BY SHOREFRONT CONSULTING AND SURVEYED BY EXISTING GRADE INC. 9. THE PROPOSED WORK IS NOT LOCATED WITHIN A NHESP BOUNDARY AND THEREFORE IS NOT SUBJECT TO MESA REVIEW. 10. MEAN HIGH WATER ELEVATION IS 1.8' NGVD. MEAN LOW WATER ELEVATION IS -1.1' NGVD. SOURCE: ARMY CORPS TIDAL PROFILE NO. 9 2't PROPOSED 8' X B" ANCHOR WALE PROPOSED 2' X e BACK WALE PROPOSED SHOREGUARD CL 9000 VINYL SHEETING, 14' LONG MINIMUM PROPOSED CHANCE HELICAL PROPOSED Y7 THRU-BOLTS; ANCHORS; 7 SPACING, (TYP) 2' O.C. (TYP) 7'± _ BULKHEAD TOP VIEW SCALE: 1 •=2' LAND SUBJECT TO COASTAL COASTAL STORM FLOWAGE 11� N�I� LAND UNDER OCEAN EXISTING DWELLING u W-._�Y EXISTING 8"7 FLOAT ANCHOR PILES (TO BE REPLACED, TYP) SECTION A -A ELEVATION SCALE: 1 "=10' (2) 2' X 8 P.T. CAP; W/ )f GALV. BOLTS 0 3' O.C. (TYP) )f GALV. LAG BOLTS 0 S O.C. (TYP) (ALTERNATE WITH CAP THRY-BOLTS (TYP) (2) 2' X 4' P.T. CAP SUPPORTS; W/ V GALV. BOLTS 0 3' O.C. (TYP) SHOREGUARD CL 9000 SHEETING (TYP) BULKHEAD CAP DETAIL SCALE: 1'=2' 20' MINIMUM EMBEDMENT SHALL DEVELOP 12K MIN. PROPOSED CONT. P.T. 2' X 6' BACK WALE EXISTING GRACE' A pf"u NaNf SOUND YARMOUTH, M KEY MAP NO SCALE LEGEND - " MAP 19 LOT 76 MEAN HIGH WATER 1 � i N/F X -3.39 SPOT ELEVATION YEE SANDRA CP ELEVATION CONTOUR Q� PROPERTY LINE ® IM in ® LIMIT OF WORK/ACCESS N111, X O 4 SHM TME PLAN SHOWING PROPOSED BULKHEAD d A r °tE 03-27-1 PINECT STEPHANIE BRACKETT 6 COMPASS LANE YARMOUTH, MA ORRWN 6Y MCI m d3 < f I I COMPASS DRIVE (40' WIDE PRIVATE) SITE PLAN 10 5 Q 10 20 - 40 SCALE: 1"=20' CONSTRUCTION NOTES: 1. ELEVATIONS REFER TO NGVD. CONTACT SHOREFRONT CONSULTING FOR ADDITIONAL ELEVATION INFORMATION AS NEEDED. 2. CONSTRUCTION ACCESS SHALL BE VIA THE ACCESS ROUTE SHOWN ON THE PLAN AND DIRECTLY OVER THE APPLICANT'S PROPERTY. 3. THE WORK ACTIVITY SHALL OCCUPY A MINIMUM AREA TO ACCOMPLISH THE INSTALLATION OF THE BULKHEAD. EQUIPMENT AND MATERIALS HANDLING SHALL BE IN ACCORDANCE WITH THE WORK PROTOCOL SUBMITTED WITH THE NOTICE OF INTENT, THE RESULTING ORDER OF CONDITIONS AND AS DIRECTED BY THE YARMOUTH CONSERVATION AUTHORITIES. 4. ALL WORK SHALL BE ACCOMPLISHED FROM A WORKING BARGE AS MUCH AS PRACTICAL. THE REMAINDER OF WORK SHALL BE ACCOMPLISHED BY HAND. AT NO TIME SHALL THE WORKING BARGE COME IN CONTACT WITH THE MARSH. 5. EQUIPMENT SHALL BE STORED ON THE APPLICANTS PROPERTY OR THE WORKING BARGE WHEN NOT IN USE. WORKING BARGE TO BE ANCHORED TO AVOID BOTTOMING OUT DURING PERIODS OF LOW TIDE. 6. VINYLS SHEETING SHALL BE SHOREGUARD CL9000, WITH 14 -FOOT LONG SHEETS, AND SHALL BE DRIVEN TO THE DEPTHS SPECIFIED ON THE PLAN. IF DESIGN EMBEDMENT CAN NOT BE REACHED, SHOREFRONT CONSULTING SHALL BE CONTACTED BEFORE PROCEEDING. 7. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RETURNED TO THEIR PRE -CONSTRUCTION CONDITION. ALL WORK SHALL BE INSPECTED BY 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 CONTOURS AND CONDITIONS. 9. THE CONTRACTOR SHALL OBTAIN A COPY OF THE ORDER OF CONDITIONS ISSUED FOR THE PROJECT BY THE YARMOUTH CONSERVATION COMMISSION PRIOR TO THE START OF ANY WORK. 10. ALL TIMBER USED SHALL BE CCA PRESSURE TREATED, OR EQUAL AS APPROVED BY OWNER OR SHOREFRONT CONSULTING. ALL HARDWARE SHALL BE GALVANIZED OR STAINLESS STEEL, UNLESS OTHERWISE APPROVED BY OWNER OR SHOREFRONT CONSULTING 11. THE PILES ANCHORING THE FLOAT SHALL BE REPLACED IN-KIND, AS WELL AS ANY OTHER DEGRADED PILES. 12. A CHAPTER 91 LICENSE APPLICATION SHALL BE FILED FOR THE EXISTING PIER, RAMP, AND FLOAT AS WELL AS THE BULKHEAD. THE BULKHEAD IS CURRENTLY LANDWARD OF MHW, AND THEREFORE A PLAN REFERENCES: 1. RECORD OWNER IS - STEPHANIE C TSOUMAS TRUSTEE OF THE S.C.T. FAMILY TRUST DEED BOOK. 11409, PACE 15 PLAN BOOK 181, PAGE 125 YARMOUTH ASSESSORS MAP 19, LOT 75 2. PROPERTY LINES DEPICTED HEREON ARE BASED ON A FIELD SURVEY BY EXISTING GRADE INC. JANUARY, 2011 AND COMPILED FROM PLANS ON RECORD AND A PLAN RECORDED IN THE BARNSTABLE OUNTY REGISTRY OF DEEDS IN PLAN BOOK 181 PAGE 125. 3. ORIGIN OF BEARINGS IS PLAN BOOK 181 PAGE 125. 4. ORIGIN OF ELEVATIONS ARE BASED ON FIRM REFERENCE MARK RM 27 ELEVATION 7.48 NGVD 1929. 5. PARCEL LIES WITHIN FLOOD ZONE Al2 (ELEVATION 10) PER FIRM PANEL #6 OF 7, COMMUNITY PANEL NUMBER 250015 0006 D MAP REVISED JULY 2, 1992. DATUM FOR ALL ELEVATIONS IS NGVD 29. 6. EXISTING CONDITIONS SHOWN HEREON WERE COMPILED FROM FIELD SURVEYS PERFORMED BY EXISTING GRADE INC. IN JANUARY, 2011. 7. SURVEYOR HAS MADE NO INVESTIGATION OR INDEPENDENT SEARCH FOR EASEMENTS OF RECORD, ENCUMBRANCES, RESTRICTIVE COVENANTS, OWNERSHIP TITLE EVIDENCE, OR ANY OTHER FACTS THAT AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE. B. WETLAND RESOURSES SHOWN WERE FIELD IDENTIFIED BY SHOREFRONT CONSULTING AND SURVEYED BY EXISTING GRADE INC. 9. THE PROPOSED WORK IS NOT LOCATED WITHIN A NHESP BOUNDARY AND THEREFORE IS NOT SUBJECT TO MESA REVIEW. 10. MEAN HIGH WATER ELEVATION IS 1.8' NGVD. MEAN LOW WATER ELEVATION IS -1.1' NGVD. SOURCE: ARMY CORPS TIDAL PROFILE NO. 9 2't PROPOSED 8' X B" ANCHOR WALE PROPOSED 2' X e BACK WALE PROPOSED SHOREGUARD CL 9000 VINYL SHEETING, 14' LONG MINIMUM PROPOSED CHANCE HELICAL PROPOSED Y7 THRU-BOLTS; ANCHORS; 7 SPACING, (TYP) 2' O.C. (TYP) 7'± _ BULKHEAD TOP VIEW SCALE: 1 •=2' LAND SUBJECT TO COASTAL COASTAL STORM FLOWAGE 11� N�I� LAND UNDER OCEAN EXISTING DWELLING u W-._�Y EXISTING 8"7 FLOAT ANCHOR PILES (TO BE REPLACED, TYP) SECTION A -A ELEVATION SCALE: 1 "=10' (2) 2' X 8 P.T. CAP; W/ )f GALV. BOLTS 0 3' O.C. (TYP) )f GALV. LAG BOLTS 0 S O.C. (TYP) (ALTERNATE WITH CAP THRY-BOLTS (TYP) (2) 2' X 4' P.T. CAP SUPPORTS; W/ V GALV. BOLTS 0 3' O.C. (TYP) SHOREGUARD CL 9000 SHEETING (TYP) BULKHEAD CAP DETAIL SCALE: 1'=2' 20' MINIMUM EMBEDMENT SHALL DEVELOP 12K MIN. PROPOSED CONT. P.T. 2' X 6' BACK WALE EXISTING GRACE' A pf"u NaNf SOUND YARMOUTH, M KEY MAP NO SCALE LEGEND - EDGE OF MARSH .`MHW MEAN HIGH WATER MLw MEAN LOW WATER X -3.39 SPOT ELEVATION -2- ELEVATION CONTOUR PROPERTY LINE ® IM in ® LIMIT OF WORK/ACCESS N111, MARSH MPOSED TOP OF WALL = 6.0' NGVD PROPOSED CAP; SEE DETAIL PROPOSED CONT. P.T. 8' X 8' ANCHOR WALE 1' DOCK WASHERS OF TIE BACK EXISTING GRADE NEW 1 1/2'0 CHANCE HELICAL SCREW ANCHOR TYPE SE5 Vf X 5' WITH 8' & 10' FLIGHTS PROPOSED SHOREGUARD CL9000 S T-0' O.C. MINIMUM ANCHOR PENETRATION VINYL SHEETING, 14 FEET LONG SHALL 6E 20', AND DEVELOP 12 KIPS MINIMUM ANCHOR FORCE PER ANCHOR e%1HOFa2q�,, SECTION A -A BULKHEAD DETAIL SCALE: 1'=10' ^ ' N I O'PP ��'/STfiRF. Z,,.j IONL iav rapaca. Wk.Vwe a . MHW EL.=1,8' NGVD MLW EL. = -Ll' NGVD EXCAVATE TO �1*0 THREADED ROD ADAPTER FACILITATE INSTALLATION OF TIE BACK EXISTING GRADE NEW 1 1/2'0 CHANCE HELICAL SCREW ANCHOR TYPE SE5 Vf X 5' WITH 8' & 10' FLIGHTS PROPOSED SHOREGUARD CL9000 S T-0' O.C. MINIMUM ANCHOR PENETRATION VINYL SHEETING, 14 FEET LONG SHALL 6E 20', AND DEVELOP 12 KIPS MINIMUM ANCHOR FORCE PER ANCHOR e%1HOFa2q�,, SECTION A -A BULKHEAD DETAIL SCALE: 1'=10' ^ ' N I O'PP ��'/STfiRF. Z,,.j IONL iav rapaca. Wk.Vwe a . MHW EL.=1,8' NGVD MLW EL. = -Ll' NGVD NO, LATE RE ION w SHM TME PLAN SHOWING PROPOSED BULKHEAD PRallo SC -8 9GHE AS SHOW °tE 03-27-1 PINECT STEPHANIE BRACKETT 6 COMPASS LANE YARMOUTH, MA ORRWN 6Y MCI MI wumNc xo. BRACKETT.DV SHOREFRONT CONSULTING CENTER STREET. DENNISPORT, MA. 02639 (508) 280-6046 WWW.SHOREFRONTCONSULTING.COM C _ 1290. OF 1 SHS