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HomeMy WebLinkAbout1000-139.-1-4.2 OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Telephone: 631 765-1938 Southold, NY 11971 COU LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Michael Domino, President Town of Southold Board of Trustees From: Mark Terry, LWRP Coordinator Date: September 14, 2017 Re: LWRP Coastal Consistency Review for GCG BAYBERRY, LLC, c/o CHARLES THOMAS SCTM# 1000-139-1-4.2 J.M.O. Environmental Consulting Services on behalf of GCG BAYBERRY, LLC, c/o CHARLES THOMAS requests an Administrative Permit to selectively remove trees, vines, dead vegetation, and clear brush; install a 4' wide access path to the dock; and to establish and perpetually maintain a 25' wide non-turf buffer area along the landward edge of wetlands. Located: 975 Westview Drive, Mattituck. SCTM# 1000-139-1-4.2 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 action is CONSISTENT with the below listed Policy Standards and therefore is CONSISTENT with the LWRP . This determination is based upon: 1. The selective clearing proposed. 2. The establishment of a 25' buffer. It is recommended that the buffer remain as undisturbed. A map showing the limits of clearing, trees and area to be cleared and the 25' wide buffer should be required. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Town of Southold ► 1 I,„ IL LWRP CONSISTENCY ASSESSMENT FORM �a 5LL-r 0 S 2011 A. INSTRUCTIONS JULi(iIU,C�,- "J,x Plannina Board 1. All applicants for permits* including Town of Southold agencies, shall complete is C` or 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 tivs 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# 139 _ 01 _ 4.2 &C-C, FA-YY SAO (-LC- PROJECT NAME Proposed vegetation clearing, etc. 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: a Nature and extent of action: Applicant proposes to selectively remove trees, vines, dead vegetation, clear brush and establish a 25 ' buffer zone Location of action: 975 Westviea Drive, Mattituck Site acreage: 0.490 acres Present land use: Single family dwelling under constuction Present zoning classification: R-40 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: Charles Thomas 206 Lincoln Street (b) Mailing address:___ Riverhead, NY 11901 (c) Telephone number: Area Code( ) 516-702-3519 (d) Application number,if any: unkno an Will the action be directly undertaken,require funding, or approval by a state or federal agency? Yes ❑ No❑ 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 Rest 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. ©Yes ❑ No M Not Applicable The project should have no net}ative impacts upon the character of the community and makes a benificial use of it's location_. It is felt that this project is consistent with this policy Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LVW Section III-Policies Pages 3 through 6 for evaluation criteria El Yes 0 No ❑ Not Applicable The-proposed project Rill have no impact upon any known historic or archaeological resources. It is felt that this project is consistent with this policy 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 ❑ Not Applicable TFie proposed project Rill have no impact on any scenic resources nor gill it impact any visual qualities of the Toan Attach additional sheets if necessary NATURAL COAST POLICIES Polky 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWT Section III—Policies Pages S through 16 for evaluation criteria ❑ Yes ❑ No ❑ Not Applicable The proposed project Rill not cause accelerated erosion of adjacerx+ _properties, gill not create any aesthetic impairments and there Rill be no loss of marine or Retland_ habitat and there Rill be no loss of public recreational resources. ^ It is felt that this proier+ is consistent with this policy _ Attach additional sheets if necessary Policy 5. Protect and improve seater quality and supply in the Town of Southold. See LWItP Section III —Policies Pages 16 through 21 for evaluation criteria 0 Yes ❑ No ❑Not Applicable ' The proposed project Rill have no negative impacts upon the quali-(-y or the quantity of potable Rater. It is felt' thtat this project is consistent Rith this policy 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 LW12P Section M—Policies; Pages 22 through 32 for evaluation criteria. a ❑ ❑ Yes No Not Applicable The proposed project aill have no negative impacts upon the quali� or function of any wetlands,, ecosystems or areas of Significant Coastal Fish and Wildlife Habitats. It is felt that this project is consistent with this policy Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LUMP Section III — Policies Pages 32 through 34 for evaluation criteria. Q 'Yes F] No❑ Not Applicable The proposed project11 ham no impact upann air qual i t�- s-- felt that this project is consistent with this policy Attach additional sheets if necessary Policy E. Mnimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LNNW Section III—Policies; Pages 34 through 38 for evaluatioln criteria. 0 Yes ❑ No ❑ Not Applicable The proposed project does not involve the use of or the disposal of solid caste or hazardous substances and castes—Tt iq el - that thins project is consistent with this policy 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. 0 YeO No❑ Not Applicable The proposed project aill have no impact upon access tom, n-d—the recreational use of coastal aaters, public lands or the public resources of the Toan. It is felt that thd)s prosect is consisten- -- aith this policy Attach additional sheets if necessary WOREING 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 ❑ Not Applicable The proposed project dill have no impact upon Southold ' s dater-dependent uses of or the siting of nes aater-dependent uses in suitable locations. It is felt that this project is consistent eith this policy 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. L..-1 Yes ❑ No❑ Not Applicable Tie proposed project dill have no impact upon substainable use of living marine resources. It is felt that this project is consistent with this policy Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town-of Southold. See LWRP Section IIB -Policies;'Pages 62 through 65 for evaluation criteria. ❑ Yes ❑ No 0 Not Applicable The proposed project does not involve agricultural lands. It is felt that this policy is not applicable to this project '--.-- Attach roject ,_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 Q Not Applicable The proposed projectdoes not involve the use of or the developmenf of energy or mineral resorces. It is felt that this policy is not a2plicable to this Project PREPARED BY Glenn F. Just TITLE Agent DATE 6/30/17 • .•. ♦ r .S �.. - •♦ err 1 r .A ! r 1 s � _.++ •''{+� �"S' ..,;,ae"�`.�¢a•`)' � s ': {w .° y �' " -r y' i� » �"t•�'1`+'� �,y��*i"{� 1. �'! A.'. !' 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COVER J B" TRA C BEARING SLAB (max.) SUFFOLK COUNTY, NEW YORK N O S.C. TAX " PIPE FROM ROOF GUTTERS S.C. TAX N 0. 1000- 139 -01 -4.2 fT1 8'-0" USES pugUC WATER SCALE 1 "=20' CRUSHED 3/4' - 1-1/2" STONE ALL AROUND JUNE 15, 2016 LEACHING RINGS NOVEMBER 30, 2016 REVISE PER SCDHS NOTICE No. 1 CN REINFORCED PRECAST CONC. JANUARY 17, 2017 REVISE PROP. HOUSE LOCATION O 3'-0" 4000 PSI ® 28 DAYS 3'-0" JUNE 20, 2017 ADD D.E.C. CLEARING LINE p (min) 4" (m�) APPROVED BY SEPTEMBER TOTAL2AREA17 ADD .35' NON-TURF BUFFER p m - q j0 r+ (TO TIE LINE) 0.490 ac. . BOARD OF 1 RUSTEES o E UPLAND AREA = 20,097 sq. ft. �p 10 1 TOWN OF SOUTHOLD A stn u�• v GROUND WATER c CERTIFIED TO: cn � DATE S�,�i1z� �� 'Zvi� \ GCG BAYBERRY, LLC ��Qop T u, DRAINAGE SYSTEM CALCULATIONS: - PECONIC ABSTRACT Inc. e 1 Gr ROOF AREA: 1,740 sq. ft. ) �� 1,740 sq. ft. X 0.17 = 295.8 cu. ft. r 295.8 cu. ft. / 42.2 = 7 vertical ft. of 8' dia. leaching pool required PROVIDE (2) 8' dia. X 4' high STORM DRAIN POOLS 62• DRIVEWAY AREA: 860 sq. ft. LOT COVERAGE DATA OVER UPLAND AREA 860 sq. ft. X 0.17 = 146.2 cu. ft. 146.2 cu. ft. / 42.2 = 3.5 vertical ft. of 8' dia. leaching pool required Qs \ \ y \ o PROVIDE (1) 8' dia. X 4' high STORM DRAIN POOL WITH OPEN GRATE DESCRIPTION AREA % LOT COVERAGE HOUSE W/ PORCH 1,737 sq. ft. 8.7/ OIF E� PROPOSED 8' DIA. X 4' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: r- �/ Pg , x �� \ .' -" DECK 285 sq. ft. 1.4% PROPOSED 8' DIA. X 4' DEEP DRYWELL WITH OPEN GRATE FOR DRIVEWAY ARE SHOWN THUS: /•'• ' .'..� �Ag JPG , / 3 TEST POLE _ ` �'''�'':'/ INGROUND POOL 648 sq. ft. 3.2% P. IG -- Q �. O i" x11.7 L� \ 3.4 \-y TOTAL 2,670 sq. ft. 13.3% 13.0 V o " PROPOSED SEPTIC SYSTEM DETAIL Q z •�. .'. 14.4't'.:.:t.:..'......:..' IIfCCC U` U,Ul \ p Q _L1 7 a 03 0� ��` HOUSE (NOT TO SCALE) m � � Q�OOG� 1 [) /' O, .e o:...... ...... .. � ELEV. 14.5' O 70 // 1 No\\.�� \ 6 �, . FLAG D ) 0. ''.' \ x FINISHED GRADE FINISH GRADE \ ELEV. 13.5' ELEV. 12.0' TEST HOLE DATA 24"dia. LOCKING, WATERTIGHT & INSECT PROOF PRECAST REINFORCED CONCRETE COVER TEST HOLE DUG BY JNcDONALD GEOSCIENCE ON NOVEMBER 25, 2014 CAST IRON COVER TO GRADE BURIED 1' DEEP min. 2' DEEP max. / . o .o�..'..'.':../o �G+ P s EL. 13.4' 0' \ ;6 Q `.'.'.'." c c 1' MIN. TOP EL, 10.5'-,,,," 1' MIN. BROWN SANDY LOAM 0 o I \ ` �: :: ::::''' :.:: ' . .., 6. 12 B" I c^ \ Cly 0 TOP EL. 12.4' D Q I 6 vt 15.2 �vP 8„ zmo 0o x7.2 I ;;.::':::::::::: S` MIN. 4" DIA. 6„ L o a�P SEPTIC T 3' CLEAN o.s' Nzf \ " :::': LEACHING LEACHING '.I. ' S oy�y `'e FAPPROVED PIPE TANK APPROVED PIPE GALLEY GALLEY SAND0. q5' °L O . . y G INV. EL. PALE BROWN SILT ML { / n \ C` O11 6 PITCH 1/4"/1' INV. 1n min. PITCH 1/8"/1' O O 1 COLLAR o f.: ::::.::::.. y1 o tr i EL. 11.2' z�m C4 0 .......... O 8" INV. EL. INV. EL. 9.7' . 3. 0 8 I Ik2 QOM ¢O a 10.7' D BROWN SILTY SAND SM ono �C ofQ p,. .. . �o {'~ n? I�'�' Iii w HIGHEST EXPECTED GROUND WATER 4' 0 `oma Q x� .. ----------------- --- --------- ------ -- "------- -- --- ELEV. 3.0 PALE BROWN FINE SAND SP \ \ \ / �� o �9 V':.:... A - 6. G EL. 3.0' HIGHEST EXPECTED GROUND WATER - 10.4' 1' ABOVE AVERAGE HIGH WATER MARK 1.0r3 2p 1 1 �� SEPTIC TANK �� BOT. EL. 5.0' BOT. EL. 6.0' GROUND WATERHIGH WATER ELEVATION 2.0' Z o: ::: : ::_" ¢ s EL. 0.0' 13.4' ozo J ELEV. 0.0' is Q I x iC 1. MINIMUM SEPTIC TANK CAPACITIES FOR A 5 BEDROOM HOUSE IS 1,500 GALLONS. o'm e V \ TTI "J Hyl' WATER IN z 1 1 i'':::' ::':'' Q Q 1 TANK; 8' DIA., 6' HIGH 5' EFFECTIVE DEPTH LEACHING GALLEYS (4) ( ) - PALE BROWN FINE SAND SP -1it 2. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 psi AT 28 DAYS. UNp OS 1O2.Q 1 }� j I ICO1. MINIMUM LEACHING SYSTEM FOR 5 BEDROOM HOUSE IS 400 sq ft SIDEWALL AREA. 17' E c 70� G 6 3. WALL THICKNESS SHALL BE A MINIMUM OF 3", ATOP THICKNESS OF 6" AND BOTTOM THICKNESS OF 4 4 GALLEYS; 4' DEEP, (8.5'x 4.75') E O':::::.. �S P�? O 1 ; \ -i �O'.: ::;0, C� / �y� °ot ALL WALLS, BOTTOM AND TOP SHALL CONTAIN REINFORCING TO RESIST AN APPLIED FORCE OF 300 psf. 2, LEACHING GALLEYS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE (OR EQUAL 4. ALL JOINTS SHALL BE SEALED SO THAT THE TANK IS WATERTIGHT. ) A 1 r \ I 0 O 0� G 0� LEACHING STRUCTURES, SOLID DOMES AND/OR SLABS. 4' x -+o ffl I� �/ o� 5. THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS (WITH A MAX. TOLERANCE OF ±1/4 \ O Z �C °� G / ") 3. ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE (OR EQUAL). 1 1 .. ON A MINIMUM 3" THICK BED OF COMPACTED SAND OR PEA GRAVEL. 6. A 10' min. DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED. 4. A 10' min. DISTANCE BETWEEN LEACHING GALLEYS AND WATER LINE SHALL BE MAINTAINED. Z Z i� 6� 5. AN 8' min. DISTANCE BETWEEN ALL LEACHING GALLEYS AND SEPTIC TANK SHALL BE MAINTAINED. x o Z \ N O I �� o Z IFLA I 1 II t �0 x a O-8.6 xj,$ IJ C I I I 1 �Lt)`�'o I 1 N� xZl I Cv <v /ILO 7- ��G Qy>�J��' NOTES: z 1 1 minz -� rn ��P � / "�py�Q ��yv 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM EXISTING ELEVATIONS ARE SHOWN THUS: -Lx-.x z l I I F BUFFER y0 O EXISTING CONTOUR LINES ARE SHOWN THUS: - - _ ` a PROPOSED CONTOUR LINES ARE SHOWN THUS: o I 1 I I 35 I NON,TUR 1� I -XX- PROPOSED FIRST FLOOR / �� G.FL.- GARAGE FLOOR / = I� FLAG x 4.5 ' x 7 / J,��°.�P'�'� T8 - TOP OF BULKHEAD Z I 1 HAY BALES 2"x2" STAKES � - TROP OF WALL OTTOM OF BULKHEAD 1 I r Si` 1` (TWO EACH BALE) 0�4 vS�Z O I S 1� BW - BOTTOM OF WALL I 2 I x84 11I� � Q+� FLOW 2. FLOOD ZONE INFORMATION TAKEN FROM: rn \ I A GRADE FLOOD INSURANCE RATE MAP No. 3610300481 H 0.,D V COMPACTED O \ I '+�� I I I � ° Qg BACKFILL DRAINAGE ZONE AE: BASE FLOOD ELEVATIONS DETERMINED (}l I �o �NN� NYRE / 1 ��S SIOpf ' INLET ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. ILO \ zmI °GE°F ��� 3. MINIMUM SEPTIC TANK CAPACITIES FOR 5 BEDROOM HOUSE IS 1,500 GALLONS. �zas' \ S 1 TANK; 5' LIQUID DEPTH, 8' DIA. MINIMUM LEACHING SYSTEM FOR 5 BEDROOM HOUSE IS 400 sq ft SIDEWALL AREA. o\ \ BALES TO BE SET 4 LEACHING GALLEYS; 8.5' LONG, 4.75' WIDE, 4' DEEP IN 4" TRENCH \ FLAG ELEVATION Z I 1 \ \ 50' MIN. rRSNca afal tlLE BARRIER ® INLETS E PROPOSED FUTURE 50% EXPANSION GALLEY \ OR TO BE SUFFICIENT TO STORMTYATER MANAGEMENT NOTES: KEEP SEDIMENT ON SITE L__J z 1. ANY WORK OR DISTURBANCE, AND STORAGE OF CONSTRUCTION I 1 \-1 I HAY BALES AND/OR MATERIALS SHALL 13E CONFINED TO THE LIMIT OF CLEARING + + + IL �e \ Jap \ a SILT FENCING AND/OR GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. ® PROPOSED 8.5 LONG x 4.75 WIDE x 4 DEEP LEACHING GALLEY P, N 1 FO�pCN' a 2. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, O \ I I A CONTINUOUS LINE OF SILT SCREEN (MAXIMUM OPENING OF U.S. SIEVE #20) SHALL BE STAKED AT THE LIMIT OF CLEARING \ x4.7 `a o o STEEL OR WOOD AND GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. PROPOSED 1,500 GALLON SEPTIC TANK THE SCREEN SHALL BE MAINTAINED, REPAIRED AND REPLACED AS O ' \ \ 1 'OOH ❑ I �(°y EXTRA STRENGTH FlSTER FABRIC POST (NP.) OFTEN AS NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL --------- REQ'D. WITHOUT WIRE MESH SUPPORT DISTURBED AREAS ARE PERMANENTLY VEGETATED. SEDIMENTS L 1Q \ �e O 0 �a N 10' MAX. O.C. SPACING TRAPPED BY THE SCREEN SHALL BE REMOVED AWAY FROM THE 4. ALL HOUSES WITHIN 150' ARE CONNECTED TO PUBLIC WATER. Z �V 2� W WIRE'. SUPPORT FENCE SCREEN TO AN APPROVED UPLAND LOCATION BEFORE THE V / SCREEN IS REMOVED. 5. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD IlAG\ 6' MAX. O.C. SPACING 3. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. \ L W/0 WIRE: SUPPORT FENCE A CONTINUOUS ROW OF STAKED STRAW OR HAY BALES SHALL / BE STAKED END TO END AT THE BASE OF THE REQUIRED SILT 6. ANY WETLAND BOUNDARIES SHOWN ARE SUBJECT TO VERIFICATION SCREEN AT THE BASE OF THE REQUIRED SILT SCREEN. THE BALES BY NEW YORK STATE AND/OR OTHER REGULATORY AGENCIES. HAY BALES AND/OR ''' FLOW SHALL BE MAINTAINED, REPAIRED AND REPLACED AS OFTEN AS IS SILT FENCING NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL DISTURBED - •' • _ AREAS ARE PERMANENTLY VEGETATED. THE AVERAGE USEFUL LIFE r:= =� ? r y: ., OF A BALE IS 3-4 MONTHS. SEDIMENTS TRAPPED BY THE BALES PLAN VIEW -ATTACHOVED FILTER FABRIC SECURELY UPLAND LOCATION BEFORE THE SHALL BE REMOVED AWAY MBALES THE BTHEMSEALES LVES ARE AN REMOVED. ' TO UPSTREAM SIDE OF POST 4. STRAW BALES SHALL BE RECESSED TWO TO FOUR INCHES INTO THE GROUND. s \ 5. SILT SCREEN SHALL BE RECESSED BY TRENCHING SIX INCHES INTO THE GROUND. p�/�j/�j 6. LEADERS AND GUTTERS THAT EMPTY INTO DRYWELLS SHALL BE INSTALLED \\�\\\\ \ ON THE PROPOSED RESIDENCE. \\/ \ SILT FENCE DETAILS 7. ALL PROPOSED SWIMMING POOL DISCHARGES SHALL BE DIRECTED TO DRYWELLS. EXISTING GRADE NOT TO SCALE 8. PROPOSED DRIVEWAYS MUST BE CONSTRUCTED OF PERMEABLE MATERIALS ROAD OR IF PAVED, BE EQUIPPED WITH DRAINAGE SUFFICIENT TO PREVENT RUNOFF FROM BEING DISCHARGED ONTO THE ROAD OR OFF-SITE. HAY BALES AND/OR NOTES: SILT FENCE SHALL BE PLACED PARALLEL TO SLOPE CONTOURS TO 9. ALL AREAS OF SOIL DISTURBANCE RESULTING FROM THIS PROJECT SHALL BE SILT FENCING MAXIMIZE PONDING EFFICIENCY. INSPECT AND REPAIR SILT FENCE AFTER SEEDED WITH AN APPROPRIATE PERENNIAL GRASS, AND MULCHED WITH STRAW CONSTRUCTION ENTRANCE BASE OF EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. REMOVED IMMEDIATELY UPON COMPLETION OF THE PROJECT, WITHIN TWO (2) DAYS OF �o NOTES: COMPACTED 3/4" STONE BLEND SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT ALLOW FINAL GRADING, OR BY THE EXPIRATION DATE OF THE BUILDING PERMIT, T FaP �a TO BE USED WHERE TOPSOIL IS NECESSARY FOR 1. AREA CHOSEN FOR STOCKPILING OPERATIONS OR N.Y.S. D.O.T. APPROVED R.C.A. OFF-SITE TRANSPORT. WHICHEVER IS FIRST. MULCH SHALL BE MAINTAINED UNTIL A SUITABLE D rP' ` E PREPARED IN ACCORDANCE WITH THE MINIMUM REGRADING B VEGETATING DISTURBED AREAS. SHALL BE DRY AND STABLE. FILL To 16" MIN. ABOVE EXISTING VEGETATIVE COVER IS ESTABLISHED. IF SEEDING IS IMPRACTICAL DUE TO '�""' GRADE TO ALLOW FOR DRAINAGE STANDARDS FOR TITLE SURVEYS AS ESTABLISHED TEMPORARY STOCKPILE STABILIZATION MEASURES INCLUDE 2• MAXIMUM SLOPE OF STOCKPILE SHALL BE 2:1. TIME OF YEAR, TEMPORARY MULCH SHALL BE APPLIED AND FINAL SEEDING BY THE L.I.A.L.S. AND APPROVED AND ADOPTED VEGETATIVE COVER, MULCH, NONVEGETATIVE COVER, AND 3. UPON COMPLETION OF SOIL STOCKPILING, EACH CROSS SECTION 36" HIGH POLE (MAX.) PERFORMED AS SOON AS WEATHER CONDITIONS FAVOR GERMINATION [ //�� FOR SUCH USE BY THE NEW YORK STATE LAND PERIPHERAL SEDIMENT TRAPPING BARRIERS. THE AND GROWTH. SCP H ZU17 PILE SHALL BE SURROUNDED WITH EITHER SILT STEEL OR WOOD POST 10. SUITABLE VEGETATIVE COVER IS DEFINED AS A MINIMUM OF 85% AREA TITLE ASSOCIATION. STABILIZATION MEASURE(S) SELECTED SHOULD N FENCING OR STRAW BALES, THEN STABILIZED WITH VEGETATIVE COVER WITH CONTIGUOUS UNVEGETATED AREAS NO LARGER APPROPRIATE FOR THE TIME OF YEAR, SITE CONDITIONS, VEGETATION OR COVERED. TEMPORARY CONSTRUCTION ENTRANCE FLOW AND REQUIRED PERIOD OF USE. �- THAN 1 SQUARE FOOT IN SIZE. 2 SLOPE OR LESS (NOT TO SCALE) 11. ALL CONSTRUCTION ACCESS WAYS SHALL BE RAISED SUFFICIENTLY AT THEIR �, 1 SITE ACCESS LOCATIONS WITH THE EXISTING ROADS, TO PREVENT RUNOFF SOUtf{Gid Town `V 1 AF7 STABILIZE ENTIRE PILE N OF WATER, SILTS AND SEDIMENTS FROM BEING DIRECTED OR DISCHARGED ONTO Cad WITH VEGETATION OR COVER THE ROAD. A NON-LOAM BASE MATERIAL, SUCH AS CRUSHED STONE, GRAVEL, Bearxll of Tru J y y OR RECYCLED CONCRETE BASE, SHALL BE PLACED ACROSS THE DRIVEWAY OR . r CONSTRUCTION ACCESS WAY AT THE ACCESS POINT ALONG THE ROAD. \� 4" X 6" TRENCH L�� W/ COMPACTED \• BACKFILL S' "' . ''`' s' N.Y.S. Lic. No. 50467 ,re UNAUTHORIZED ALTERATION OR ADDITION \` '�� TO THIS SURVEYSECTION 7209 OFSTHEVN NEW STATE Nathan Taft Corwin EDUCATION LAW. Land Surveyor COPIES OF THIS SURVEY MAP NOT BEARING STRAW BALES OR SILT FENCE THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. SOIL STOCKPILE NOT TO SCALE CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys - Subdivisions - Site Plans - Construction Layout LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 Fax (631)727-1727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF THE EXISTENCE OF RIGHT WAYS 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 36-126