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HomeMy WebLinkAbout1000-10.-9-3.1To OFFICE LOCATION: Town Hall Annex 54375 State Route 25 (cor. Main Rd. & Youngs Ave.) Southold, NY 11971 MAILING ADDRESS: P.O. Box 1179 Southold, NY 11971 Telephone: 631 765 -1938 LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM Jim King, President Town of Southold Board of Trustees From: Mark Terry, Principal Planner LWRP Coordinator Date: January 14, 2015 Re: LWRP Coastal Consistency Review for J. GEDDES PARSONS SCTM# 1000-10-9-3.1 Chris Edwards on behalf of J. GEDDES PARSONS requests a Wetland Permit and a Coastal Erosion Hazard Permit to construct a 132' long retaining wall +/-1.9' tall to be installed 4' landward of existing retaining wall, with one set of steps; remove and replace existing 7'x132' concrete cap on existing retaining wall; place +/-95 cubic yards of clean fill behind new wall; finish grade; seed and mulch area; and for the existing 4'x3' fixed landing leading to a 5'x77' fixed dock with a 3'x14.67' ramp; a 8'x18.95' float; two (2) float support pilings; and four (4) tie - off pilings. Located: 515 Sterling Street, Fishers Island. SCTM# 10-9-3.1 The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the proposal is INCONSISTENT with LWRP Policies 4.1 (below) and therefore, INCONSISTENT with the LWRP. 6.3 Protect and restore tidal and freshwater wetlands. A. Comply with statutory and regulatory requirements of the Southold Town Board of Trustees laws and regulations for all Andros Patent and other lands under their jurisdiction. 1. Comply with Trustee regulations and recommendations as set forth in Trustee permit conditions. The dock structure and retaining wall were not constructed pursuant to Board of Trustees permits. The dock received NYSDEC approval in 1991. 4.1 Minimize losses of human life and structures from flooding and erosion hazards. The following management measures to minimize losses of human life and structures from flooding and erosion hazards are suggested. A. Minimize potential loss and damage by locating development and structures away from flooding and erosion hazards. 1. Avoid development other than water -dependent uses in coastal hazard areas. Locate new development which is not water -dependent as far away from coastal hazard areas as practical. a. No development is permitted in natural protective feature areas, except as specifically allowed under the relevant portions of 6 NYCRR 505.8. A portion of the proposed dock is within the Coastal Erosion Hazard Area (CERA) and is a regulated activity. All development is prohibited in the nearshore area pursuant to § 111-11. unless specifically provided for by Chapter 111, COASTAL EROSION HAZARD AREAS. Pursuant to § 111-6, allowable activities in these areas may include open timber piles or other similar open work supports with a top surface area of less than 200 square feet which are removed in the fall of each year. Therefore, the dock, as proposed, is prohibited in the nearshore area pursuant to Chapter 111, COASTAL EROSION HAZARD AREAS as it is greater than 200 square feet and not removable. In the event that the retaining wall is approved the following is recommended: 1. Require a vegetated, non -turf buffer landward of the retaining wall. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Lori Hulse, Assistant Town Attorney I Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS D ECC��� Southold Town Planning Board 1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated. as to its significant beneficial and adverse effects upon the coastal area (which includes all of Southold Town). 3: If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, each answer must be explained in detail, listing both supporting and non - supporting facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions, it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold ' s website (southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM#_ - PROJECT NAME The Application has been submitted to (check appropriate response): - Town Board ❑ Planning Board ❑ Building Dept. ❑ Board of Trustees 1. Category of Town of Southold agency action (check appropriate response): (a) Action undertaken directly by Town agency (e.g. capital construction, planning activity, agency regulation, land transaction) (b) Financial assistance (e.g. grant, loan, subsidy) (c) Permit, approval, license, certification: Nature and extent of action: 11,7 Pyr "i �e�s �� ,vim c✓ ,%�H,, .� �� f/ y _ ' —ex, � 6"1411, i. Geddes Parsons Project Description Chris Edwards, on behalf of J. Geddes Parsons, requests a Wetlands permit located at, 515 Sterling Street, Fishers Island, New York, SCTM#010-9-3.1 to construct a 132' retaining wall +/- 1.9' tall with one set of steps, 4' landward of existing retaining wall. Remove and replace existing 7'x 132' concrete cap on existing retaining wall. Place +/- 95 cubic yards of clean fill behind new wall, finish grade, seed, and mulch. Also, request permit for existing 77'x 5' fixed dock with 8'x 18.95' float, 14.67'x Tramp, 4'x 3' fixed landing on fixed dock, 2 float support pilings, and 4 tie -off pilings. jj Location of action: Site acreage: ?,-- /. J i Present land use: > 4 4 .�. Present zoning classification: v 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided:: (a) Name of applicant: (b) Mailing address: ate` 147 I / _J1 / /1 C� 3 sPd (c) Telephone number: Area Code ( ) �(j D - �%� 0 - lc� y zy (d) Application number, if any: Will the action be directly undertaken, require funding, or approval by a state or federal agency? Yes ❑ NoF] If yes, which state or federal agency? C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section III - Policies; Page 2 for evaluation criteria. O.Yes ❑ No KZLNot Applicable Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III - Policies Pages 3 through 6 for evaluation criteria ❑ Yes ❑ No K Not Applicable Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III — Policies Pages 6 through 7 for evaluation criteria ❑ Yes ❑ No MNot Applicable Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III — Policies Pages 8 through 16 for evaluation criteria If Yes ❑ No Not Applicable Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of .Southold. See LWRP Section HI — Policies Pages 16 through 21 for evaluation criteria ❑ Yes ❑ No WNot Applicable Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section HI — Policies; Pages 22 through 32 for evaluation criteria. Yes No Not Applicable Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. ❑ Yes ❑ No fp Not Applicable Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III — Policies; Pages 34 through 38 for evaluation criteria. ❑ Yes ❑ No RNot Applicable PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III - Policies; Pages 38 through 46 for evaluation criteria. ❑ YeF-1 No Not Applicable Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's water -dependent uses and promote siting of new water -dependent uses in suitable locations. See LWRP Section III Policies; Pages 47 through 56 for evaluation criteria. ❑ Yes ❑ No g Not Applicable Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III – Policies; Pages 57 through 62 for evaluation criteria. ❑ Yes ❑ No kr Not Applicable Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III – Policies; Pages 62 through 65 for evaluation criteria. El Yes ❑ No � Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III – Policies; Pages 65 through 68 for evaluation criteria. ❑ Yes ❑ No 91 Not Applicable PREPARED BY 1 f TITLE /41211&-71 DATE NSEE SEC NO mx y --- MSH -- I FOR —NO z. e It g BEC.�O! a � t 3. a 1�� rr � iMl<I PQ x ,aM wuxu4 � A A t rQ� .� 2 HENRY FE GOOSE flGU9oN j r�N '' MUSEUM 9 o� 2 \. 2l4F1 �y� (/ C\ aAlcl t r R ISE A it • h ,.&41U p 'P NEST HARBOR �lmw 1 ` ..• t0.0A (GREA7HARBOPo PS ].9 27.9 A(a ` DAoasO Sal, \' \,PSS a ] 14 t_x� A } '�14 neNRvL FEReusoN Museum z'enlal /NNE. BAY ,Eta �CAlcl s12 xAIS;171 � � ,eA t��.. S. Ale t/ 'Is (a) I , w ,.eA F2.n tzn ,9 E i D. 27 2 M s 6 A I zta.14 a� a zaArq �pJ 15 1 4 II trt. 1� f„®M i• � ,34e „[^.. eRO• b a x , a(4 PN�NS t'SA14 i Bn Y Off' sEc 5[C NO. ,39 �G r..rMan „ ?^ y 0 FOR PCL No AVE. rcExrxp`e,aD'� ._. SEE SEG No n tg�,yq PyE.. d �I FfRRY D. 8d ,.., o.. x — � NoncErZji..I, COUNTY OF SUFFOLK© x b souir.0uo SECTION NO E a- -q•a•- _ �- _ ��..r r. Ix,l Oz -- _ _ --� _ _Real Property Tax Service Agency r E,bG.brflN.m...NY,,,9, M 10 ... s.. ai rY ” r..9.A xv mo.YR,vrNr cYmK, <[uc loon PROPERTY MAP �, '�,��► T 001!6 a - 0 a 10 2 0 CD i I � I (2) #4 BARS IN LOAM AND SEED PROPOSED BOND BEAMS AT ! CAPSTONE GRADE STALL-- HAY BALE ---- BARRIER AFTER i REMOVING EXISTING j #4 BARS ® 16" O.C. CONCRETE CAP LAP 24" MIN W/FTG STEEL WALL FINISH AS SAW CUT NEW CONCRETE ALONG - -- - =-- - , - - ; - _- ; __ • - -, I DIRECTED BY OWNER REAR FACE OF EXISTING WALL STONE - PROVIDE EXPANSION JOINTS 10' O.C. PROVIDE NEW EXISTING GRADE I I -�- -T-- CONCRETE CAP • • (SEE DETAIL) SANDY FILL • • FILTER ----'_-- I •f ____ _ _ PROVIDE GRAVEL BASE I I CRUSHED STONE I PROVIDE 4" DIAMETER BACKFILL `• I WEEP HOLES 10' O.C. HORIZONTALLY - - -- - - - - - ----- -- - - - - - - -- - - - - - - - - - - - - - - - - -- --- - -- -- - ---- #4 BARS ® 12" O.C. I #4 BARS ® 30" O.C. DOWEL - #4 ®16" 3' MHW M LW 0+00 N/F WF PEISHOFF 0+10 DRILL 0.85 HOLE x \ 4.88 f \ EXISTING CONRETE LIMITS OF \ \ CAP CLEARING \ \ BAMBOO \ COASTAL EROSION�� HAZARD UNE \` \ 0.67 \ X 2 1 0 2 GRAPHIC SCALE IN FEET EXISTING S� SEA WALL \ 0.79 X 5.06 r � 0+20 REMOVE EXISTING CONCRETE CRP INSPECT AND REPAIR SOUTHWEST SIDE OF WALL PROVIDE NEW CONCRETE CAP PROVIDE NEW BLOCK RETAINING WALL (SEE DETAIL) ALL DEMOLITION MATERIAL TO BE REMOVED FROM SITE t" 1.05 \ 6.8 4.89\ \ \ EXISTING \ \\ Ap \ JOINT \ \ \ 0.95 GRADE-* 1% TO MATCH T. \ EXISTING bZVATION 3 5.07 \ ` FILL REQUIRED X 95± CU. YDS 6.8 \ \\ AREA OF DIS£URBANCE \\ X 1.2a \ 2630± S.F. \ \ 1 LIMITS OF GRADING \ \ PROPOSED AND GROUND DISTURBANCE \ pp �'�` STEPS \ \ \p FLAG POLE \ PROPOSED \ \ \ \ RETAINING WALL APPROXIMATE LIMITS OF \ 10" TREE \ \ \ FLOOD ZONE VE \ FROM FIRM MAP 36 103C00 19H SEPTEMBER 25, 2009 \ STOCK PILE\ \AREA 732 10 2 QUALITY CONTROL CERTIFICATION GROUP REVIEWED DATE PROJECT MANAGER SURVEY ENVIRONMENTAL CIVIL STRIP SOD STRIP do STOCKPILE LOAM FILL do GRADE REPLACE LOAM 5.23 SEED do MULCH X 1.60 X \ //V1.70 6.8 2.71 J \ \ \\ \ 7x X / Al / .5 DECK 1 � C9 10 5 0 10 � � \ / ) GRAPHIC SCALE IN FEET CONSTRUCTION SEQUENCE WALL & WALL REPAIR A. A. STAKEOUT LIMIT OF DISTURBANCE. B. HOLD A PRECONSTRUCTION MEETING. C. REMOVE EXISTING CONCRETE CAP FROM EXISTING SEA WALL D. INSTALL HAY BALES ALONG TOP OF SEA WALL E. PERFORM ALL NECESSARY CLEARING AND GRUBBING OPERATIONS. F. DIG TRENCH FOR PROPOSED WALL G. INSTALL CONCRETE FOOTING H. CONSTRUCT BLOCK RETAINING WALL I. STRIP ALL TOPSOIL WITHIN THE FOOTPRINT OF THE CONSTRUCTION SITE. STOCKPILE ALL TOPSOIL IN AN APPROVED AREA AND SECURE WITH EROSION AND SEDIMENT CONTROL J. ROUGH GRADE SOUTHWEST SIDE OF NEW RETAINING WALL K. REMOVE TEMPORARY EROSION AND SEDIMENT CONTROLS L. PROVIDE NEW CONCRETE CAP FOR EXISTING SEA WALL M. FINISH GRADE, SEED, AND MULCH. N. ALL REMAINING EXPOSED AREAS SHALL BE LOAMED, SEEDED AND MULCHED OR SODDED WITHIN 14 DAYS OF FINAL GRADING. NOTES 1. CONCRETE SHALL HAVE MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS 2. CONCRETE FOOTING SHALL BE PLACED IN THE DRY. THE EXCAVATION MAY FLOOD WITH THE TIDE AFTER INITIAL SET OF THE CONCRETE HAS OCCURRED 3. STEEL REINFORCING SHALL CONFORM TO ASTM A615 GRADE 60 AND BE EPDXY COATED 4. WELDED WIRE REINFORCING SHALL CONFORM TO ASTM A185 AND BE HOT DIP GALVANIZED AND BE PLACED AT MID -DEPTH OF THE SLAP. SPLICES SHALL BE A MINIMUM OF 6 INCHES 5. WALL STONE ON THE FRONT FACE SHALL BEAR ON THE MASONRY SHELF AT THE OR BELOW THE PROPOSED TOP OF SLAB. STONE FACADE SHALL BE ANCHORED TO BLOCK WITH ADJUSTABLE GALVANIZED OR STAINLESS STEEL MASONRY TIES PLACED AT 16 INCHES ON CENTER HORIZONTALLY AND VERTICAL. TYPE OF ANCHOR TO BE DETERMINED ONCE WALL FACADE STONE IS DETERMINED BY OWNER 6. ALL MASONRY BLOCK SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2150 PSI AND CONFORM TO ASTM C90 7. MORTAR USED FOR THE WALL CONSTRUCTION SHALL BE TYPE S FOR EXTERIOR APPLICATION 8. SINGLE GROUT PLACED IN THE MASONRY VOIDS SHALL COMPLY WITH ASTM C476 AND HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI 9. SAW CUT RELIEF JOINTS WITHIN 3 DAYS OF PLACING CONCRETE SLABS. SAWCUT ALONG THE TOP OF THE EXISTING WALL SHALL FOLLOW REAR FACE OF EXISTING STONES TO SEPARATE SLAP ON WALL FROM SLAB ON GRADE (2)-2"x2"x3' STAKES EACH BALE a a a a J -1--i INSTALLATION & MAINTENANCE 1. Bales shall be placed with the ends of the bales tightly abutting each other. 2. Each bale shall be securely anchored with at least 2 stakes and gaps between bales shall be wedged with straw to prevent water from passing between the bales. 3. Inspect the haybale barrier at least once a week (preferably twice) and after rainfall events of 0.5" or greater. 4. Remove sediment when deposits reach approximately 1/2 the height of the bale. Sediment shall be deposited in an area which is not regulated by the Inland Wetlands Commission. 5. Replace or repair within 24 -hours of observed failure. Failure may include: -Overtopping, undercutting or bypassed by runoff water. -Bale has been moved or knocked over. -The hay has decomposed or has been damaged. `_: �e :k Z 'sµ, 3: ,r.x __ - * •'� f -r?, �"'Y 1'.�.-;.;>'„�r i_K•�.,,;',��u « •"ah ' z.', �'J•,..l.?�"'�w�:'-. �: ...+..�� :•..n-`,"r.-..�'*��w;,r.�(,. �-•• yii�a,a'- �..�Y r; s'��,'�:�. := ��✓',. a�. -P�. Ki ;�)a;•.i:�a' ;R.,,',.a'y x' .a':J `r. y� r•.-«• 1� cam+, '�.'- _ :r,�..�?' _ m.. 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':,� .u_; ..'+��•: i• -,;� ._;:.*`K1,�:;!IIIIIIIIIII.-�"`,�',: ;.�.`�'� �,:fr�;' ° °~kr�'';';;,,1 :,,,•.., . ,�.__, �...``;, ..+.�; �; . _ •_ - �!^w!rs-7. .�J''�:.:Y1�^, ��k :':J'K +k�ef:j :,�,,.Jv:.:,. •I,'.��,�a'W'.a�:�,. y -- - _ f fC�hh Y' 1r• _ J"'". ✓ r '..�.'. y y 'e. ,ate k� :. .�� is �'Rr'.r.•t�Q "% `T + ` ' ,:.+.' ' _. " � . '.'{� �-r..�(+Z.w -K•- _r,..�.'-":;i�_..:"%±..*.i=.i x:'�✓,ic:-x;'r.n-�`!�fy,.�,;�.- �"- - � -• - n. -',�v„ ..i `i �t..� r*i�-de,',.'e�-rr•.,.k+y�_. .`�`-ray.., .. .•`'. � .. �''�� lir �;'.� ;..^:a r• a; �'.' -. _;+.�'ir"".:'''':��'!,' +t* `" �" .:,r:�.r_�� _ _ -�� " �'"n't�-i ��' gid''`^r':'""-?'=�:�'s''�. �^ :'�•w....; _ :. �: r':i'.,�'". .''TL.�-';^� � - r. IMAGE 1 WEST HARBOR C LOCATION MAP SCALE 1 "=400' WE REFERENCES 1.) PROPOSED LOT LINE CHANGE PREPARED FOR HARRIS B. PARSONS do ELSIE W. PARSONS; FISHERS ISLAND, NEW YORK; CHANDLER, PALMER do KING; NORWICH, CT.; DATE: NOVEMBER 15, 1991; SCALE: 1"=20'; SHEET 1 OF 1 N['TES 1.) THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE INDICATED HEREON. ANY EXTENSION OF THE USE BEYOND THE PURPOSED AGREED TO BETWEEN THE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE OF THE ENGAGEMENT. 2.) IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. 3.) ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYOR'S SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT OF THE LAND SURVEYOR. 4.) COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND GEODETIC SURVEY TRIANGULATION STATION "PROS" 5.) SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX MAP 1000, SECTION 010, BLOCK 9, LOT 3.1 6.) TOTAL AREA = 1.90± ACRES. 7.; SITE IS LOCATED IN R-40 ZONE. 8.,1 BASE FOR LEVELS: NAVD88 WIDTH VARIES SURFACE COURSE, CLASS "C" CONCRETE, SURFACE TO BE FINISHED WITH A WOOD FLOAT OR BY OTHER APPROVED MEANS THICKNESS VARIES RISE 1/4" PER FOOT / PROVIDE GRAVEL BASE AS DIRECTED 6x6 10/10 WELDED WIRE MESH Q0 Y 00 � bA Ln M � C °' Q0 z o LCj L6 4 4 �0_ 0+00 N/F WF PEISHOFF 0+10 DRILL 0.85 HOLE x \ 4.88 f \ EXISTING CONRETE LIMITS OF \ \ CAP CLEARING \ \ BAMBOO \ COASTAL EROSION�� HAZARD UNE \` \ 0.67 \ X 2 1 0 2 GRAPHIC SCALE IN FEET EXISTING S� SEA WALL \ 0.79 X 5.06 r � 0+20 REMOVE EXISTING CONCRETE CRP INSPECT AND REPAIR SOUTHWEST SIDE OF WALL PROVIDE NEW CONCRETE CAP PROVIDE NEW BLOCK RETAINING WALL (SEE DETAIL) ALL DEMOLITION MATERIAL TO BE REMOVED FROM SITE t" 1.05 \ 6.8 4.89\ \ \ EXISTING \ \\ Ap \ JOINT \ \ \ 0.95 GRADE-* 1% TO MATCH T. \ EXISTING bZVATION 3 5.07 \ ` FILL REQUIRED X 95± CU. YDS 6.8 \ \\ AREA OF DIS£URBANCE \\ X 1.2a \ 2630± S.F. \ \ 1 LIMITS OF GRADING \ \ PROPOSED AND GROUND DISTURBANCE \ pp �'�` STEPS \ \ \p FLAG POLE \ PROPOSED \ \ \ \ RETAINING WALL APPROXIMATE LIMITS OF \ 10" TREE \ \ \ FLOOD ZONE VE \ FROM FIRM MAP 36 103C00 19H SEPTEMBER 25, 2009 \ STOCK PILE\ \AREA 732 10 2 QUALITY CONTROL CERTIFICATION GROUP REVIEWED DATE PROJECT MANAGER SURVEY ENVIRONMENTAL CIVIL STRIP SOD STRIP do STOCKPILE LOAM FILL do GRADE REPLACE LOAM 5.23 SEED do MULCH X 1.60 X \ //V1.70 6.8 2.71 J \ \ \\ \ 7x X / Al / .5 DECK 1 � C9 10 5 0 10 � � \ / ) GRAPHIC SCALE IN FEET CONSTRUCTION SEQUENCE WALL & WALL REPAIR A. A. STAKEOUT LIMIT OF DISTURBANCE. B. HOLD A PRECONSTRUCTION MEETING. C. REMOVE EXISTING CONCRETE CAP FROM EXISTING SEA WALL D. INSTALL HAY BALES ALONG TOP OF SEA WALL E. PERFORM ALL NECESSARY CLEARING AND GRUBBING OPERATIONS. F. DIG TRENCH FOR PROPOSED WALL G. INSTALL CONCRETE FOOTING H. CONSTRUCT BLOCK RETAINING WALL I. STRIP ALL TOPSOIL WITHIN THE FOOTPRINT OF THE CONSTRUCTION SITE. STOCKPILE ALL TOPSOIL IN AN APPROVED AREA AND SECURE WITH EROSION AND SEDIMENT CONTROL J. ROUGH GRADE SOUTHWEST SIDE OF NEW RETAINING WALL K. REMOVE TEMPORARY EROSION AND SEDIMENT CONTROLS L. PROVIDE NEW CONCRETE CAP FOR EXISTING SEA WALL M. FINISH GRADE, SEED, AND MULCH. N. ALL REMAINING EXPOSED AREAS SHALL BE LOAMED, SEEDED AND MULCHED OR SODDED WITHIN 14 DAYS OF FINAL GRADING. NOTES 1. CONCRETE SHALL HAVE MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS 2. CONCRETE FOOTING SHALL BE PLACED IN THE DRY. THE EXCAVATION MAY FLOOD WITH THE TIDE AFTER INITIAL SET OF THE CONCRETE HAS OCCURRED 3. STEEL REINFORCING SHALL CONFORM TO ASTM A615 GRADE 60 AND BE EPDXY COATED 4. WELDED WIRE REINFORCING SHALL CONFORM TO ASTM A185 AND BE HOT DIP GALVANIZED AND BE PLACED AT MID -DEPTH OF THE SLAP. SPLICES SHALL BE A MINIMUM OF 6 INCHES 5. WALL STONE ON THE FRONT FACE SHALL BEAR ON THE MASONRY SHELF AT THE OR BELOW THE PROPOSED TOP OF SLAB. STONE FACADE SHALL BE ANCHORED TO BLOCK WITH ADJUSTABLE GALVANIZED OR STAINLESS STEEL MASONRY TIES PLACED AT 16 INCHES ON CENTER HORIZONTALLY AND VERTICAL. TYPE OF ANCHOR TO BE DETERMINED ONCE WALL FACADE STONE IS DETERMINED BY OWNER 6. ALL MASONRY BLOCK SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2150 PSI AND CONFORM TO ASTM C90 7. MORTAR USED FOR THE WALL CONSTRUCTION SHALL BE TYPE S FOR EXTERIOR APPLICATION 8. SINGLE GROUT PLACED IN THE MASONRY VOIDS SHALL COMPLY WITH ASTM C476 AND HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI 9. SAW CUT RELIEF JOINTS WITHIN 3 DAYS OF PLACING CONCRETE SLABS. SAWCUT ALONG THE TOP OF THE EXISTING WALL SHALL FOLLOW REAR FACE OF EXISTING STONES TO SEPARATE SLAP ON WALL FROM SLAB ON GRADE (2)-2"x2"x3' STAKES EACH BALE a a a a J -1--i INSTALLATION & MAINTENANCE 1. Bales shall be placed with the ends of the bales tightly abutting each other. 2. Each bale shall be securely anchored with at least 2 stakes and gaps between bales shall be wedged with straw to prevent water from passing between the bales. 3. Inspect the haybale barrier at least once a week (preferably twice) and after rainfall events of 0.5" or greater. 4. Remove sediment when deposits reach approximately 1/2 the height of the bale. Sediment shall be deposited in an area which is not regulated by the Inland Wetlands Commission. 5. Replace or repair within 24 -hours of observed failure. Failure may include: -Overtopping, undercutting or bypassed by runoff water. -Bale has been moved or knocked over. -The hay has decomposed or has been damaged. `_: �e :k Z 'sµ, 3: ,r.x __ - * •'� f -r?, �"'Y 1'.�.-;.;>'„�r i_K•�.,,;',��u « •"ah ' z.', �'J•,..l.?�"'�w�:'-. �: ...+..�� :•..n-`,"r.-..�'*��w;,r.�(,. �-•• yii�a,a'- �..�Y r; s'��,'�:�. := ��✓',. a�. -P�. Ki ;�)a;•.i:�a' ;R.,,',.a'y x' .a':J `r. y� r•.-«• 1� cam+, '�.'- _ :r,�..�?' _ m.. 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THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE INDICATED HEREON. ANY EXTENSION OF THE USE BEYOND THE PURPOSED AGREED TO BETWEEN THE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE OF THE ENGAGEMENT. 2.) IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. 3.) ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYOR'S SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT OF THE LAND SURVEYOR. 4.) COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND GEODETIC SURVEY TRIANGULATION STATION "PROS" 5.) SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX MAP 1000, SECTION 010, BLOCK 9, LOT 3.1 6.) TOTAL AREA = 1.90± ACRES. 7.; SITE IS LOCATED IN R-40 ZONE. 8.,1 BASE FOR LEVELS: NAVD88 WIDTH VARIES SURFACE COURSE, CLASS "C" CONCRETE, SURFACE TO BE FINISHED WITH A WOOD FLOAT OR BY OTHER APPROVED MEANS THICKNESS VARIES RISE 1/4" PER FOOT / PROVIDE GRAVEL BASE AS DIRECTED 6x6 10/10 WELDED WIRE MESH M 46 w O 0- 0 ry CROSS SECTION Z Y E N p N V � bA Lx �o M � C °' •� z o N (D CO a) 00 c 00,7,00 Z �0_ < (D 0 a- z ^^ CL U LU elf Z 0 Z IW- a< V) Q w -] V) Ld w W C. CO QJ Q� w rCONCRETE�. �. � =,�.�' �. w LO_ J CO ct U °z F- Co � CD O r1z$ v ; N U c, 0= `B co oo w W 3> 6x6 10/10 WELDED w C c ' ` CO J > PROVIDE GRAVEL WIRE MESH o o ` Ico 1 CU cz BASE AS DIRECTED N M co cof �•s o .- ;a LONGITUDINAL SECTION M 46 w O 0- 0 ry CROSS SECTION Z Y Lx �o JOINTS SPACED APPROXIMATELY 20' V)Ld z o Z �0_ < F- Z a- z ^^ CL LU elf Z 0 Z IW- a< V) Q w -] V) Ld w I- Q w rCONCRETE�. �. � =,�.�' �. w LO_ J M 46 w O 0- 0 ry CROSS SECTION JOINTS SPACED APPROXIMATELY 20' N z o DIVIDED INTO RECTANGLES AS DIRECTED Z a- z THICKNESS VARIES (4" MIN.) � U w o W rCONCRETE�. �. � =,�.�' �. V) J � v ; N Ld 6x6 10/10 WELDED w N PROVIDE GRAVEL WIRE MESH o N BASE AS DIRECTED o .- LONGITUDINAL SECTION CONCRETE CAP NOT TO SCALE Q Q �Z m 00 cn U) 00 1 a _ _-• --- �m (4 I Y I o N LL DEC 1 9 2014 I U Lij z w Li I " w Y z 3�: Y U O OO � O to w ¢ Of w Z c0 O J ` -.. GO o o U U LL DATE: 11/06/2014 SCALE: AS NOTED LEGEN p N/F NOW OR FORMERLY SF SQUARE FEET - - 10 - - EXISTING CONTOURS SHEET 7 PROPOSED CONTOURS 1 OF STONE WALL ^ RETAINING WALL