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Home My WebLink AboutSite Plan Rev 6.9.2026_ LSCSF EXISTING 4' WIDE PLANTED BUFFER TO BE 8' WDE 10 EXISTING GRADE C EXISTING BULKHEAD TO BE REPLACED IN KIND; SEE DETAILS -10 0+00.00 SCE ##24-086 5. LAND UNDER OCEAN AND NO MORE THAN 10' ABOVE EXISTING SEAWARD GRAVE EXISTING 8'x13' LANDING WITH 2.5'x 13' RAMP (0 REMAIN) EXISTING 6'x40' FLOATS (TOIBE CONVERTED TO 'x32') MHW = 1.1' (FORCED) )N . iE):•Rrex ..............�IS�.....I:�..�R� ............ I EXISTING GRADE / y I OLH10.00 0+20.00 0+30.00 0+40.00 0+ BULKHEAD SECTION A -A 5 0 5 10 20 SCALE: 1 "=10' (2) 2" X 8" P.T. CAP; W/ } " GALV. BOLTS 0 3' O.C. (TYP) kz" GALV. LAG BOLTS 0 3' O.C. (TYP) (ALTERNATE I 2"x8" WITH CAP THRU-BOLTS (TYP) 10 (2) 2" X 4" P.T. CAP 2" x8" 0° N SUPPORTS; W/ Yz" GALV. BOLTS 0 3' O.C. (TYP) 2"x8" CL 9900 SHEETING( CAP TOP VIEW CAP TOP (ALTERNATE) VIEW BULKHEAD CAP OPTIONS DETAILS 1 Q 5 2 4 SCALE: 1 "=2' 10 U -10 6 ' g SEA l e 7 OFF R� �R �tbmLG, GERA DF2 oo 3CAPEISLEH MA YARM00 , SouT� 02664 0 (TO BE D PERMITTED) rX 8 FROM 00 OM AS /' .• CP ND�S? H D A `SLE OR ®.x_ o APE 02 �°woo �i TH M A - RM OU 11 l THYA rp\GE 3 / SOU ._ K-3 LOT 2 / 6 1 EED BOO AGE 125� ,.• a 181 � P � - X N B00K 4' M .• = 8 . Mf .0 3C.0 1 x a 1 X� RE ASE-��o OwCR 1 D ��7o*ANC2 X,A � ES 1 WIDE �A DECK ,-,,PR �0 B 2 �o BE _ _ FFER 5 a oe _ v _ 5 r, � A 19 pELRACD �� PE D � GE DR �SLE 3 CA ouTH, MA TH FARM SOU 02664 BENCHMARK: TOP OF TIMBER WALL ELEV. = 5.3' (NAVD88) Vv0 RK LIMIT 000 ACCESS ABC LEGEND MHW MEAN HIGH WATER MLW MEAN LOW WATER 2 ELEVATION CONTOUR MEMO LIMIT OF WORK/ACCESS 4.5x13' WOOD PLATFORM, 3'x12' RAMP & 8'X20' FLOAT F�OP�C PER LICENSE #1297 EX. 7.5'x13' WOOD PLATFORM, 2.5'x13' RAMS (TO BE PERMITTED) 8c 6' x 4O' FLOATS (TO BE TOTAL LOT SIZE = 8.520+/- SO. FT. (RECORD PLAN) ,DER CHANGED TO 6' X 3 2' AND PERMITTED ) RESOURCE AREA TABLE R AREA WITHIN THE 100' BUFFER = 8.520f SQ. FT. \NI OF �� LAND SUBJECT TO COASTAL STORM FLOWAGE `J V EXISTING 8,520f SQ. FT. RC (TIDAL) PROPOSED = NO CHANGE M R,� O 0 STRUCTURES WITHIN THE 0'-35' BUFFER E 2�V ERED �" F"L D O D EXISTING =86.5t LINEAR/CUBIC FEET OF BULKHEAD (NO RETURNS) ONS�D P> SITE PLAN (PROPOSED) EXISTING DWELLING AND DECKS = 770t SQ. FT. N0� PR� 5 0 5 10 20 A REMOVEDSQUARE FEET OF UNPERMF ; PATIO AND WALKWAY TO BE EE313..W� " SCALE: 1"=10' STRUCTURES WITHIN THE 35'-50' BUFFER EXISTING = 1,042f SQ. FT. PROPOSED = NO CHANGE STRUCTURES WITHIN THE 50'-100' BUFFER EXISTING = 1,223t SQ. FT. PROPOSED = NO CHANGE 20' MINIMUM EMBEDMENT SHALL DEVELOP 18K MIN, PROPOSED CONT. P.T. ;IS11NG GRADE 3" X 6" BACK WALE EXCAVATE TO FACILITATE INSTALLATION OF TIE BACK NEW 1 1/2'0 CHANCE HELICAL SCREW ANCHOR TYPE SS5 1N' X 5' NTH 8" & 10" and 12" FLIGHTS 0 7'-0" O.C. MINIMUM ANCHOR PENETRATION TOP OF WALL SHALL BE 7.8' (TO MATCH EXISTING), AND NO MORE THAN 10' ABOVE EXISTING GRADE / PROPOSED CAP; SEE DETAIL PROPOSED CONT. GREENHEART 8"4' ANCHOR WALE N 1"0 THREADED ROD ADAPTER 1" DOCK WASHERS EXISTING GRADE--'-"- SHALL BE 20', AND DEVELOP 18 KIPS MINIMUM W PROPOSED SHOREGUARD CL 9900 ANCHOR FORCE PER ANCHOR VINYL SHEETING, 20 FEET LONG 6 BULKHEAD ELEVATION DETAILS 215 1 Q 2i5 5 10 SCALE: 1 "=5' ON 8"X8" ANCHOR WALE 2't 3" X 6" BACK WALE PROPOSED SHOREGUARD \ %,L awv vnv IL JnLL i nvv, 20' LONG MINIMUM PROPOSED Y4" THRU-BOLTS; 2' O.C. (TYP) PROPOSED CHANCE HELICAL ANCHORS; 6' SPACING, (TYf 6'f BULKHEAD PLAN VIEW DETAIL 2.5 0 2.5 5 10 SCALE: 1 "=5' _ 1� CONSTRUCTION NOTES: 1. ELEVATIONS REFER TO NAVD88. CONTACT SHOREFRONT CONSULTING FOR ADDITIONAL ELEVATION INFORMATION AS NEEDED. 2. SCOPE OF WORK CONSISTS OF CONSTUCTING A NEW VINYL BULKHEAD IN THE SAME FOOTPRINT AND AT THE SAME ELEVATION AS THE FAILING TIMBER BULKHEAD. THE NEW BULKHEAD SHALL HAVE 12-FOOT RETURNS OR AS APPROVED BY APPLICANT. THE EXISTING TIMBER LANDING SHALL BE TEMPORARILY REMOVED AND REPLACED. THE EXISTING 6'x40' FLOATS DO NOT CONFORM TO THE EXISTING PERMIT OR LICENSE. THEY WILL BE CONVERTED TO 6'x33' (5'x4O') TO PER PERMITTED AND LICENSED. THE EXISTING DEQE LICENSE FOR THE BULKHEAD REMAINS, 3. CONSTRUCTION ACCESS SHALL BE FROM THE APPLICANT'S PROPERTY AND FROM A WORKING BARGE. EQUIPMENT SHALL BE STORED ON THE APPLICANT'S PROPERTY OR THE WORKING BARGE WHEN NOT IN USE. WORKING BARGE TO BE ANCHORED TO AVOID BOTTOMING OUT DURING PERIODS OF LOW TIDE, 4. 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. 5. ALL WORK SHALL BE ACCOMPLISHED FROM THE UPLAND OR A WORKING BARGE AS MUCH AS PRACTICAL. THE SHEET PILING MAY BE DRIVEN BY A SMALL EXCAVATOR ON THE LANDWARD SIDE OF THE BULKHEAD. AT NO TIME SHALL THE WORKING BARGE COME IN CONTACT WITH THE BOTTOM. 6. VINYL SHEETING SHALL BE SHOREGUARD CL-9900, OR EQUAL, WITH A MINIMUM SECTION MODULUS OF 20. SHEETING SHALL BE 20-FOOT LONG SHEETS, AND SHALL BE DRIVEN TO THE FULL DEPTH WITH MINIMUM CUTOFF. 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 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. ANY TIMBER USED IN THE WATER SHALL NOT BE CCA PRESSURE TREATED. ALL HARDWARE SHALL BE GALVANIZED OR STAINLESS STEEL, UNLESS OTHERWISE APPROVED BY OWNER OR SHOREFRONT CONSULTING. 11. ANY DEBRIS OR MATERIAL THAT ENTERS THE WATER DURING CONSTRUCTION SHALL BE REMOVED IMMEDIATELY. 12. THE EXISTING ANCHORS SHALL BE INSPECTED, PULL TESTED, EVALUATED AND RE -USED WHERE POSSIBLE. NEW TIE ROD SECTIONS SHALL BE WELDED ONTO THE EXISTING USABLE SECTIONS AND WRAPPED OR COVERED WITH A PROTECTIVE COATING TO PREVENT CORROSION. NEW ANCHORS MAY BE INSTALLED AT THE DESCRETION OF SHOREFRONT CONSULTING AND THE PROPERTY OWNER. 13. REFER TO STRUCTURAL DRAWING ENTITLED "PLAN SHOWING 10' ENGINEERED VINYL BULKHEAD", BY SHOREFRONT CONSULTING, AND STAMPED BY MARK MCKENZIE, P.E., DATED 12/12/12 FOR BULKHEAD DETAILS. THE CL9900 SHEETING SHALL BE UTILIZED TO REPLACE THE CL9000 MATERIAL WHICH IS NO LONGER AVAILABLE. THE CL9900 HAS A SECTION MODULUS OF 20 WHERE THE CL9000 HAD A SECTION MODULUS OF 16.4; THEREFORE, THE CL9900 IS A SUITABLE REPLACEMENT AND SHALL BE USED. ANCHOR SPACING SHALL BE DECREASED FROM 7-FEET ON CENTER TO 6-FEET ON CENTER, AND THE 6"X8" ANCHOR WALE SHALL BE INCREASED TO 8"X8". THE BACK WALE IS ALSO INCREASED FROM 2"X6" TO 3"X6" AT THE APPLICANT'S OPTION. 14. THE BULKHEAD SHALL BE REPLACED IN SECTIONS. ANY AREAS OPEN TO THE WATER SHALL BE PROTECTED WITH A SILT CURTAIN. 15. THE BULKHEAD CAP MATERIAL CAN BE P.T. OR P.T. AND FACED WITH AZEK AT THE APPLICANT'S OPTION. Q A16. THE EXISTING 4-FOOT WIDE PLANTED BUFFER SHALL BE INCREASED TO 8 FEET AS PREVIOUSLY REQUIRED. REFER TO PLANTING PLAN SUBMITTED BY LYNNE HAMLYN CONSULTING FOR PLANT LIST. THE BUFFER STRIP SHALL BE INSTALLED AFTER THE BULKHEAD RECONSTRUCTION IS COMPLETE. Q17. THE UNPERMITTED STONE PATIO AND WALKWAY SHALL BE REMOVED IMMEDIATELY AND SHALL BE RESTORED TO LAWN OR NATIVE PLANTINGS AT THE OWNER'S OPTION. NATIVE VEGETATION CAN BE ADDED AFTER THE BULKHEAD IS RECONSTRUCTED AT THE OWNER'S OPTION. KEY MAP SCALE 1"=2000't SURVEY NOTES: RECORD OWNER, TH❑MAS DANDIS 7 CAPE ISLES DRIVE SOUTH YARMOUTH, MA 02664 ASSESSORS MAP 19, PARCEL 80 DEED BOOK 36390, PAGE 11 PERMIT REFERENCES) 1) SE83-201 (1979) FOR SITE & SEPTIC (N❑ C❑C) 2) SE83-548 (1985) FOR BULKHEAD, LANDING, RAMP, AND FLOAT 4) CDC FOR SE83-548 (1995) 5) DEQE LICENSE 1297 (19851 NO EXPIRATI❑N DATE) PROPERTY LIES WITHIN RESIDENTIAL ZONE R40. PROPERTY LINES DEPICTED HEREON ARE BASED ON A FIELD SURVEY BY DOWN CAPE ENGINEERING IN JULY 2024 AND COMPILED FROM PLANS ON RECORD RECORDED IN THE BARNSTABLE COUNTY REGISTRY OF DEEDS. PARCEL IS WITHIN FLOOD ZONES AE (EL. 11') PER FIRM PANEL #588 OF 875, COMMUNITY MAP NUMBER 25001CO588J EFFECTIVE DATE JULY 16, 2014 AS SHOWN ON THE FEMA ON-LINE DATA BASE. DATUM FOR ALL ELEVATIONS = NAVD 88 MEAN HIGH WATER = 1.1' NAVD 88 MEAN LOW WATER = -1.8' NAVD 88 THE PROJECT IS NOT WITHIN AN NHESP BOUNDARY AND IS THEREFORE NOT SUBJEF TO MESA REVIEW. �541 OF U14 c HOF41gSS9L �° DANIELA. ?� DANIEL tiG o OJALA �, CIVIL A. OJALA NO.46502 N � .o0N0.409880 � SS AIST NAL ! Css% &� SURVE�O DATE DANIEL A. OJALA, P.E., P.L.S. NOT FOR STRUCTURAL NO PART OF THIS DRAWING MAY BE USED BY ANY PARTY WITHOUT THE EXPRESS WRITTEN CONSENT OF SHOREFRONT CONSULTING AND DOWN CAPE ENGINEERING, INC. E 2 6/9/26 remove patio and wakway, change buffer to 8', refer to planting plan MCB 1 5/13/26 add unpermitted patio and walkway, dimension, correct note 16 MCB NO. DATE.. I REMIN �-' I BY SHEET TfRf PLAN SHOWING PR OPOSED >�ULKHEAD RECONSTRUCTION PROJECT N0. S�C-262 scA"E AS SHOWN I DATE 11/8/25� PROJECT tt'' I O M A S D A N D I S 7 CAPE ISLES DRIVE SOUTH YARMOUTH, MAI DRAWN BY MCBTH CHECKED BY DO DRAWING NO. DANDIS.DWG DOWN CAPE ENGINEERING j 939 MAIN STREET YARMOUTHPORT, MA 02675 (508) 362-4541 I SHOREFRONT CONSULTING 290 CENTER STREET DENNIS PORT, MA. 02639 (508) 280-8046 JJWW.SHOREFRONTCONSULTING.COM I { OF SHEETS