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HomeMy WebLinkAbout1000-78.-2-22 OFFICE LOCATION: �0��0� SUl/jyOlO 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 P �yCDUNTY,�`� LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Michael Domino, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: September 18, 2019 Re: LWRP Coastal Consistency Review for JEFFREY BLUM SCTM# 1000-78-2-22 Condon Engineering, P.C., on behalf of JEFFREY BLUM requests an Administrative Permit to conduct construction activity within 100' of flagged wetland line for installation of 15'x30' (450sq.ft) in-ground pool with 890.5 sq. ft. framed deck with site drainage and septic system with abandonment of the existing cesspools. Located: 420 Glenn Road, Southold. SCTM#: 1000-78-2- 22 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 proposed action is CONSISTENT with the LWRP policies and therefore CONSISTENT with the LWRP. 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: Damon Hagan, Assistant Town Attorney RECEIVE® Town of Southold JUL 2 9 2019 LWRP CONSISTENCY ASSESSMENT FORM Southold Town A. INSTRUCTIONS Planning Board L 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 sig ificant beneficial and adverse effects upon the coastal area which includes all of sou., old 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 es lained in detail listing both sin .,liar .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 LTJ 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) El (c) Permit,approval,license,certification: Nature and extent of action: I� A)Ec5tuAGE /1�c r�C,�L Location of action: Uo 6-IgSti. ) l �fC1L // A1`r !I/ 7 / Site acreage: 6)(5-1 '4r_'24!5!; Present land use: 5,,,;&L-C- I- 4P1 t e- Present zoning classification: R- Y' 0 2. If an application for the proposed action has been filed with the Town of Southold agency, information shall be provided: g y, the following (a) Name of applicant: /eiGfc (b) Mailing address: 147v G�N� A fJ " rcuG42. " / T? (c) Telephone number:Area Code O / d - Z aS (d) Application number,if any:_ // 1 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? V 'S 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 win further each policy. Incomplete answers will require that the form be returned for completion. DE'VEL®PEI) 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,snakes beneficial use of a coastal location,and minimizes adverse effects of development. See LWRP Section M-policies; Page 2 for evaluation criteria. ✓��es ❑ No ❑ Mot Applicable -77 Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold, See LiVIRP Section M-Policies Pages 3 through b for evaluation criteria Z,es � ❑ No ❑ Not Applicable u1 y�'7q 4�104 X24-IC 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 FZYes ❑ No ❑ Not Applicable _A41.111C. 14 Ls�ui4 L • tv,v DF• S�� a� Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See I. Section III-Policies Pages S through 16 for evaluation criteria WIaP Yes ❑ No ❑ Not Applicable n .v r Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LW12P Section III -Policies Pages 16 through 21 for evaluation criteria Yes ❑ No EJ Not Applicable _ f F_ el�9ol-'f1l ZAE ne v 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 LV*I"Section III-Policies; Pages 22 through 32 for evaluation criteria. es No Not Applicabie Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWI2P Section III — Policies Pages 32 through 34 for evaluation criteria. ❑ Yes ❑ No Not Applicable 77�nn� f C Attach additional sheets if necessary Policy S. Minimize environmental degradation in Town of Southold from solid substances and wastes. See I.MW Section III—Policies; waste and hazardous Pages 34 through 38 for evaluation criteria. El Yes 1:1 No u NOt Applicable Lir_ i.vUc' 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 M—Policies, Pages 38 through 46 for evaluation criteria. ❑ Yc❑ No Not Applicable a ufJ<jG n JS n !L Attach additional sheets if necessary NY®12KING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LNVRP Section III—Policies; Pages 47 tlar ugh 56 for evaluation criteria. El Yes ❑ No ONot Applicable Qecl Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resource in .Long Island Sound, the Fecon'Yc Estuary and Town lusters. See I1VV1tP Section III Policies;Page 57 through 62 for evaluation criteria Yes El NO EJ Not Applicable P/",- L' �tfl 104t! 9l -.'CL'10 e Luh r" S 141A0 ii1 L-4 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. ❑Yes ❑ No L'�--J'"Not/Applicable z � 2lGJL AJQ n` /r3^,. � S s /QG2iCc.c.7�� art /t. / C/.., n YAS,-- Attach additional sheets if necessary Policy 13. Promote appropriate use and development of ener Section III—Policies;pages 65 through 68 for evaluation criteria.� nd mineral resources. See LW11;P El'Yes ❑ No ❑ Not Applicable JE E16/fr,c�n EG I'a. G - �rUTicr Pa, l1 PREPARED $3y TITLE DATE d91--- jam' aM40j-✓ d v✓A/ CD�f 2 �' JI Avu_- __n I� 121 N41a121A I.oTw -__-4 e. td- --.--I tr•vfAwib--nA--I WtNel9 W"i1ENFFICLSSWNOGINE '� uo _ _ >m _ P- �(C �d9TPoC1 NO';7�i:A�S=':�lFi'-_-'�v"��^�?E.r _ t. - ice^• e 44."` ^Sx-•' sem." _ qq�'.e9a,».k+.`. 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R1) r --2 -- �•� --� — v.na.--„< — a, Real Property Tax Sernce Agency Y ,�j ®� ,,,,��G 078 G irr�,uu. ______ �� - �^�- --•-- -- -- �� 0.oanty6rttv gMSrcad,NYt19a1 _ A an x0 1000 PROPERTY MAP N r..� ^� 1.t Na)r NIA L� —O O.uu. --•-- O.n.u.--M-- wOv mvtAa9 �cEACGx.+ P m9 om w tEa.,m O a x_ 1121Ne1 ____ mxversuHO, for9 DiSalvo, Diane From: John J. Condon, PE <condon77173@optonline.net> Sent: Monday, September 09, 2019 1:49 PM To: DiSalvo, Diane Subject: RE: Blum Diane, Below is the revised subscription: Condon Engineering, P.C., on behalf of JEFFREY BLUM requests an Administrative Permit to conduct construction activity within 100' of flagged wetland line for installation of 15'x30' (450sq.ft) in-ground pool with 890.5 sq. Ft. framed deck with site drainage and septic system with abandonment of the existing cesspools. Located: 420 Glenn Road, Southold. SCTM#: 1000-78-2-22 Thank you.- John J. Condon, PE Condon Engineering, PC 1755 Sigsbee Road Mattituck, NY 11952 — - -- --` --f 631-298-1986C� r2ceUeo From: DiSalvo, Diane<diane.disalvo@town.southold.ny.us> Sent: Monday,September 09, 2019 1:25 PM To: 'condon77173 @o pton line.net' <condon77173@optonline.net> Subject: Blum Please revise accordingly./ Condon Engineering, P.C., on behalf of JEFFREY BLUM requests an Admi construction activity within 100' of flagged wetland line for installation of 15'x34'(510sq.ft)inn-ground pool with 1523.6sq.ft. framed deck; construction of 12'x20' one-story addition with site drainage and septic system. Located: 420 Glenn Road, Southold. SCTM#: 1000-78-2-22 Thank You Dinvue 1 iSRLVo 5ou.tkoLd TowvL Trustees 54375 R.o ute 25 _ 1 GENERAL NOTES POSTS-STEEL,T OR U SHAPE TYPE1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE STANDARDS AND OR' HARDWOOD SPECIFICATIONS OF THE LOCAL TOWN OR VILLAGE AND THE SUFFOLK COUNTY DEPARTMENT OF 6*MAX.MESH OPENING FENCE-WOVEN WIRE 14.5 GAUGE 314"JERSEY SHORE GRAVEL Cn t HEALTH SERVICES AS REQUIRED. (RATE OF 25 LBS/SY) FILTER CLOTH-MIRAF1 140N OR APPROVED EQUAL 2. TOPOGRAPHIC SURVEY BY JOHN C.EHLERS LAND SURVEYOR DATED APRIL 5,2019. VERTICAL DATUM IS NAVD 88. 4"MIN.STONE BLEND 3. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO THE 36"MIN.FENCECOMMENCEMENT OF WORK. THE CONTRACTOR IS ADVISED ALL SUBSURFACE INFORMATION SHOWN 0 i z z ON THESE PLANS IS CONCEPTUAL AND MUST BE CONFORMED ACCORDINGLY IN THE FIELD. 12 =4 N 4. A MINIMUM SEPARATION OF TEN(10)FEET HORIZONTAL AND EIGHTEEN(118)INCHES VERTICAL IS TO BE X UNDISTURBED GROUND MAINTAINED BETWEEN WATER LINES, STORM DRAINAGE AND/OR SANITARY LINES OR STRUCTURES. FLOW A MINIMUM SEPARATION OF TWENTY(20)FEET TO BE MAINTAINED BETWEEN DRYWELLS AND SILT FENCE NOTES: > SANITARY STRUCTURES. COMPACTED BACKFILL S X X X 1. WOVEN WIRE FENCE(MIN.141/2 GAUGE MAX 6'MESH SPACING) 6'MIN.STABILIZED SOIL BASE WITH FILTER CLOTH OVER FENCE. "X6"TRENCH5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS BEFORE Xy EMBED FILTER NOTE: COMMENCING WORK 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED EVERY 24"AT TOP AND MID SECTION. CLOTH 6"MIN. oo THE PROPOSED DRIVEWAY STONE WILL INTO GROUND PROVIDE A STABILE SURFACE THAT WILL 6. ALL UNSUITABLE MATERIAL AND DEBRIS SHALL BE DISPOSED OF IN ACCORDANCE WITH TOWN, 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY PERVIOUS DRIVEWAY DETAIL PROVIDE A MINIMUM OF 0.3 VOID SPACE AS COUNTY,STATE AND FEDERAL LAWS,CODES AND ORDINANCES.CONTRACTOR SHALL BE SHALL BE OVERLAPPED BY SIX INCHES AND FOLDED. V SPECIFIED ON THE DRAINAGE PLAN AND RESPONSIBLE FOR DISPOSING OF ALL UNSUITABLE MATERIALS OFFSITE. DEBRIS SHALL NOT BE 4. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL THAT WILL NOT YIELD DUE TO USAGE. BURIED ON-SITE. REMOVED WHEN"BULGES'DEVELOP IN THE SILT FENCE. SECTION 7. ALL DRAINAGE PIPING MATERIAL TO BE PVC PERFORATED PIPE OR AN APPROVED EQUAL. ALL PIPING WOVEN WIRE FENCE(MIN.141/2 TO HAVE MINIMUM 12"OF COVER. 6"PIPE MAY BE USED TO CONNECT ROOF DRAIN LEADERS POS GAUGE MAX.6'MESH SPACING)- 36"MIN.FENCE POSTS. DIRECTLY TO DRYWELLS. 10'MAX CENTER TO CENTER\ -DRIVEN 16 MIN.INTO THE ALL ROOF DRAIN DOWNSPOUTS SHALL BE CONNECTED DIRECTLY TO THE PROPOSED ON-SITE IT"A t GROUND I PROPOSED LOT COVERAGE INFORMATION8. DRAINAGE SYSTEM. DOWNSPOUT LOCATIONS SHOWN ON THE PLANS ARE APPROXIMATE,ADDITIONAL . . . . . . . TAX MAP# (ZONE R-40) 1000-72-2-22 C7 ROOF DRAIN LATERAL PIPE AND FITTINGS TO BE PROVIDED AS NECESSARY TO CONNECT ALL ROOF . . . . . . . . . . . . . . LANDWARDFLAGGED WETLANDS DOWNSPOUTS. 0 7�7 r LrFEN L'. PROPOSED 491 SF X 4" DEEP 9. DURING CONSTRUCTION,EROSION AND SEDIMENT CONTROL MEASURES TO BE UTILIZED AS -S I * , %* * , , , , I, * ., * ., , M: I j • . . . . . - EXISTING COVERAGE D W 11/C7 NECESSARY TO PREVENT THE TRANSPORT OF SEDIMENT TO OFF-SITE AREAS,PONDS,DRAINAGE INLETS,ETC. THE METHODS AND MATERIALS EMPLOYED IN THE INSTALLATION AND MAINTENANCE OF . . . . . . . . STONE PERVIOUS DRIVEWAY co EXIST. HOU5E GARAGE I,G45 S.F. 0 TT EXIST. DECK 387 5.f. (SEE DETAIL THIS SHEET) EROSION CONTROL MEASURES SHALL CONFORM TO"THE NEW YORK GUIDELINES FOR EROSION AND 6"PENEMTION INTOOr� SEDIMENT CONTROL". GROUND PROPOSED * EXIST. COVERAGE (SEE SECTION) ELEVATION DRAINAGE CALCULATIONS: EXISTING H0U5E I,G45 S.F. PRpPps0 THE PROPOSED ON-SITE DRAINAGE SYSTEM TO PROVIDE STORAGE FOR 375.G S.F. C? " o A 21 RAINFALL. STORAGE TO BE PROVIDED IN 6'0 PRECAST DRYWELLS /01 SILT FENCE DETAIL PROPOSED ADDITIONS PROVIDING 22.3 CF/VF OF STORAGE. THE DESIGN IS BASED ON THE PROPOSED POOL 450 5.f. NOT TO SCALE - FOLLOWING RUNOFF COEFFICIENTS:ROOF 1.0,PERVIOUS DRIVEWAY 0.5 PROPOSED DECK 1,150.7 5.F. 40 41/ � TOTAL PROPOSED COVERAGE 3,623.7 5.f. or 17.G% DRA"A"-HOUSE ROOF AREA CO STORAGE REQUIRED: C()* A IN, FP P ROOF AREA: 2,028 SF X 1.00 X 2"/12= 338 CF PROPOSED 6'0 X 4' /0 (SEE ARCHITECTURAL PLANS) PPv, , DOWNSPOUT ------ DEEP DRYWELLpS�TING 62.3' 338 CF/22.3 CF/VF=15.2 VERTICAL FEET REQUIRED 41z yv STORAGE PROVIDED: DOWNSPOUT ADAPTER(ADS 40q) USE 4-6'0 X 4'DEEP DRYWELLS PROVIDING 16.0 LF>15.2 L.F. OR APPROVED EQUAL) moFF (SEE CHART FOR PART NU BER) Tf_5T HOLE DATA Ot DRA"B"-PERVIOUS DRIVEWAY 0 olve 11�1�5 13Y SURVEYOR STORAGE REQUIRED: G) of:- -1 /001 11 -08- 18 DRIVEWAY AREA: 491 SF X 0.50 X 2112 40.9 CF 0, 0Y Al, ts I Y Al OL BROWN LOAM PROPOSED GRADE 1`0N P, - - 15' STORAGE PROVIDED: ;��bp .3' PROVIDE 4'STONE=491 SF X 4/12 X 0.3=49.1 CF>40.9 CF A 450 BEND(MAX) O C� 6 Ov 5W PALE BROWN FINE TO COARSE SAND 40PR /V Q/ 6-ADS PIPE(LENGTH VARIES) 2po li�j J=- 4(1* POO �SeD 7.3' SNAP CONNECTION z / \ 5W WATER IN PALE BROWN FINE 4500 BEND(MAX) PROPOSED 6'0 X 4' TO COARSE SAND PART# PIPE SIZE A B C 0 0 0364AA 3* 2.50. 3.25- 4.75* PROPOSED FENCE X 12.3' DEEP DRYWELL 0464AA 48 .50- 3.25- 4.75' 0465AA 4- 3.25" 4.5K 5.00' >1 J. 4vzs 0466AA 48 6'ROOF DRAIN LATERAL 0 0 _gE 2.56" 4.63' WITH WYE(TYP.) PROPOSED 8'0 X 4' COMMENTS: WATER.ENCOUNTERED 7.3' BELOW SURFACE 0664AA 6" 3.62" 5.63" 6.43' 0664AC* 6* 3.62" 5.63' 6.431 •Part 0664-AC is PVC NOTE:6'ADS PIPE MAYBE DISTANCE VARIES t/A(t BACKWASH DRYWELL (SEE X OF CONNECTED DIRECTLY TO THE DRAINAGE PLAN) CULecru EC DGE JL//R/,qD/C ts USED WHEN A DOWNSPOUT IS 001 j # WETLAND FLAGS SHOWN THU5 WERE 5ET 13Y SURVEYOR STRUCTURES. -0) c0 oy 170N ON tz I If.E.M.A. FLOOD ZONE SHADED X * AE(EL G) FROM F.I.R.M. PANEL 3G 103c0 1 CGH I ROOF DRAIN ADAPTER DETAIL X -311� 0 NOT TO SCALE 11�� % SILT FENCE AND HAY BALE 6'-0" 0 LINE AT 100' SETBACK SEE PRECAST STRUCTURE NOTES FOR REINFORCING REQUIREMENTS. INSTALL DUMMY RINGS AND/OR DOME AS 0 NECESSARY TO BRING PROPOSED STRUCTURE TO GRADE HEAVY DUTY MANHOLCAMBELL FOE FRAME AND PROPOSED FENCE SLOTTED COVER UNDRY CO. MIN.2 BRICK PATTERN No.1383 OR SOLID MANHOLE 0 COURSES COVER PATTERN No.1012A-TYPE C OR AN APPROVED EQUAL CONCRETE COLLAR /If AS NECESSARY FINISHED GRADE 0 SEE PLANS BY NANCY DWYER, DESIGNER X APPROVED BY NOV 2 5 2019 _Z41 en FOR ADDITIONAL INFORMATION BOARD OF 1 RUSTEES U_(0 SEE PRECAST STRUCTURE to -J TOWN OF SOUTHOLD NOTES FOR REINFORCING PLAN VIEW REQUIREMENTS f* X &R - LEACHING BASIN NOTES: 2,3 OR 4 FOOT SECTIONS '9, DATE 20.?o AS NECESSARY 1.ALL DRAINAGE STRUCTURES SHALL BE PLACED 7- WRAP WITH 6 OZ.(MIN.)NONWOVEN ry 0 IN ACCEPTABLE LEACHING SOILS AS APPROVED GEOTEXTILE(FILTER FABRIC)AND AT 0 BY THE ENGINEER. IN THE EVENT POOR LEACHING MATERIAL IS ENCOUNTERED,EXCAVATION IS TO TOP OF COLLAR BY MIRAFI OR AN BE CONTINUED TO SUITABLE MATERIAL AND APPROVED EQUAL PRECAST DRAINAGE K CO 11/20/19 REV.REAR DECK < 9/5/19 REV.REAR D < CD ECK/POOL 2. NO TRENCH,PIT OR OTHER EXCAVATION SHALL LU a- < .:. , : .. I BACKFILLED AS DETAILED. SHEET PILING AS REQUIRED RINGS BE LEFT OPEN OR UNATTENDED. EXCAVATIONS EXCAVATE AND BACKFILL 3 FEET AROUND LU< REVISIONS 0 rY TO BE PROTECTED AS DIRECTED BY THE LEACHING RINGS WITH SUITABLE POROUS • • Uj MATERIAL AS APPROVED BY THE ENGINEER. > ENGINEER WITH FENCES,BARRICADES AND LU OTHER APPROVED METHODS. 12"MIN. 0 3. ALLOW FOUR(4)INCHES FOR FINAL ADJUSTING OF CASTING. ADEQUATE BEARING WILL BE . velSITE PLAN PROVIDED USING CONCRETE BLOCK BRICK AND/OR 1:2 MORTAR MIX. 4 SCALE:1*=20' Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education Law,Arfide 145,Section 7209,for any person unless acting under the direction of a licensed 4. THE CONTRACTOR SHALL PROVIDE ADEQUATE Professional Engineer,Architect or Land Surveyor,to after any item in any way.if an Rem bearing SHEETING AND SHORING DURING TRENCHING TOJ. the sea]of an Engineer,Architect or Land Surveyor Is altered,the afte ngE n r, it or d ng! ee Arch ect, INSURE THE SAFETY OF WORKMEN AND THE 0 Land Surveyor shall affix to the item hMer seal and the notation'Altered by'followed by his/her - GENERAL PUBLIC EXPOSED TO THE HAZARDS OF FALLING AND SLIDING MATERIAL IN EXCAVATE A MINIMUM OF 6 INTO signature and the date of such alterations,and a specific description of the alteration. S.C.T.M.: DIST. 1000 SEC.78 BLK 2 LOT.22 VIRGIN STRATA OF SAND AND T sit, CONFORMANCE WITH THE REQUIREMENTS OF THE TITLE 29 CODE OF FEDERAL REGULATIONS,PART GRAVEL OR TO BOTTOM OF DRYWELL ELEVATION VIEW 1926,SAFETY AND HEALTH REGULATIONS FOR WHICHEVER IS DEEPER. CONSTRUCTION(OSHA). Scale:AS SHOWN Condon Engineering, P.C. B L U M RESIDENCE 5. BACKFILL AND COMPACTION SHALL BE IN 6' 420 GLENN ROAD LIFTS. ALL BACKFILL MATERIAL TO BE DRYWELL DETAIL Drawn by:JJC 1755 Sigsbee Road COMPACTED BY JETTING OR OTHER APPROVED Maftituck, New York 11952 SOUTHOLD, NY OF MEANS. Date:6/10/2019 (631) 298-1986 (631)298-2651 fax www.condonengineedng.comDrXM0 A INAGE PLAN GENERAL NOTES POSTS-STEEL,T OR u SHAPE TYPE 1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE STANDARDS AND OR 2'HARDWOOD SPECIFICATIONS OF THE LOCAL TOWN OR VILLAGE AND THE SUFFOLK COUNTY DEPARTMENT OF FENCE-WOVEN WIRE 14.5 GAUGE '{ 3/4'JERSEY SHORE GRAVEL `` 6'!A4X."",ESHODcnnn Cl) (P.ATE OF 25 LBS' HEALTH SERVICES AS REQUIRED. FILTER CLOTH-MIRAFI 14ON OR APPROVED EQUAL 2. TOPOGRAPHIC SURVEY BY JOHN C. EHLERS LAND SURVEYOR DATED APRIL 5,2019. VERTICAL DATUM IS NAVD 88. 4'MIN.STONE BLEND 3. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF WORK. THE CONTRACTOR IS ADVISED ALL SUBSURFACE INFORMATION SHOWN 3V•IYIII V.1 LIVUL�VJT \ ~' z z VT C ON THESE PLANS IS CONCEPTUAL AND MUST BE CONFORMED ACCORDINGLY IN THE FIELD. If _J Zo 4. A MINIMUM SEPARATION OF TEN (10)FEET HORIZONTAL AND EIGHTEEN(18)INCHES VERTICAL IS TO BE \ \\ \\ \\ \\ \\ \ \ \ \ \ \ \ \ MAINTAINED BETWEEN WATER LINES, STORM DRAINAGE AND/OR SANITARY LINES OR STRUCTURES. UNDISTURBED GROUND F�LOW LL \//\//\//\//\//\//\//\//\//\//\//\//\//\/ A MINIMUM SEPARATION OF TWENTY(20)FEET TO BE MAINTAINED BETWEEN DRYWELLS AND \ \ \ \ \ \ \ \ \ \ \ \ \ \ SANITARY STRUCTURES. SILT FENCE NOTES: \//\//\//\//\//\//\//\//\//\//\//\//\// COMPACTED BACKFILL \\ \\ \\ \\ \\�\\�\\/\\�\\�\\�\\�\\�\\/\\. `\ U� �� \ \ \ \ \ \ \ \ \ \ \ \ \ \ ' V' IYIIIY.S I f1 O1 LIL�D JOIL Df1JE 1. WOVEN WIRE FENCE(MIN.1412 GAUGE MAX.6'MESH SPACING) 1X6'TRENCH \/\/\/\/\�/\�/\//\//\�/\�/\//\�/\�/\�/ WITH FILTER CLOTH OVER FENCE. \/\/\/\/\/\/\/\/\/\�\/\/\/\ 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS BEFORE \ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ COMMENCING WORK. EMBED FILTER NOTE: (n 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE CLOTH 6'MIN. \\j�\ ��\\��\\��\\j�\\ THE PROPOSED DRIVEWAY STONE WILL "J WITH TIES SPACED EVERY 24"AT TOP AND MID SECTION. INTO GROUND `° PROVIDE A STABILE SURFACE THAT WILL 6. ALL UNSUITABLE MATERIAL AND DEBRIS SHALL BE DISPOSED OF IN ACCORDANCE WITH TOWN, 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY PERVIOUS DRIVEWAY DETAIL PROVIDE A MINIMUM OF 0.3 VOID SPACE As COUNTY,STATE AND FEDERAL LAWS,CODES AND ORDINANCES.CONTRACTOR SHALL BE SHALL BE OVERLAPPED BY SIX INCHES AND FOLDED. ' SPECIFIED ON THF DRAINAGE PLAN AND RESPONSIBLE FOR DISPOSING OF ALL UNSUITABLE MATERIALS OFFSITE. DEBRIS SHALL NOT BE THAT WILL NOT YIELD DUE TO USAGE. BURIED ON-SITE. 4. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN'BULGES'DEVELOP IN THE SILT FENCE. SECTION 7. ALL DRAINAGE PIPING MATERIAL TO BE PVC PERFORATED PIPE OR AN APPROVED EQUAL. ALL PIPING WOVEN WIRE FENCE(MIN.14 12 TO HAVE MINIMUM 12"OF COVER. 6'PIPE MAYBE USED TO CONNECT ROOF DRAIN LEADERS GAUGE MAX.6'MESH SPACING) ^ DIRECTLY TO DRYWELLS. POSTS(TYP.) 36'MIN.FENCE POSTS. 10'MAX CENTER TO r_.EnrfER DRIVEN 16'MIN INTO THF 8. ALL ROOF DRAIN DOWNSPOUTS SHALL BE CONNECTED DIRECTLY TO THE PROPOSED ON-SITE GROUND PROP05ED LOT COVERAGE INFORMATION <C� / DRAINAGE SYSTEM. DOWNSPOUT LOCATIONS SHOWN ON THE PLANS ARE APPROXIMATE,ADDITIONAL w TAX MAP# (ZONE R-40) 1000-72-2-22 cls�•-, ' V ROOF DRAIN LATERAL PIPE AND FITTINGS TO BE PROVIDED AS NECESSARY TO CONNECTALL ROOF DOWNSPOUTS. AREA LANDWARD OF FLAGGED WETLANDS 20,551 S.F. PROPOSED 491 SFX 4" DEEP ro ILT' E' E'. EXISTING COVERAGE 9. DURING CONSTRUCTION,EROSION AND SEDIMENT CONTROL MEASURES TO BE UTILIZED AS "►� • '� "+��• •'^ ^ "^�• •*�•• " • ` �` NECESSARY TO PREVENT THE TRANSPORT OF CEDMIENIT TO OFF-CITE AREAS, PONDS DRAI�lAGE J I�JNt t'tK�/IIVUJ UKIVtV1�H •4' v �`p /S 4y INLETS,ETC. THE METHODS AND MATERIALS EMPLOYED IN THE INSTALLATION AND MAINTENANCE OF EXIST. HOUSE�GARAGE I,645 S.F. v DQST. DECK 387 S.F. (SEE DETAIL THIS SHEET) ;� �� ;:' 3Mr EROSION SEDIMENT COONTROLMEASURES SHALL CONFORM TO'THE NEW YORK GUIDELINES FOR EROSION AND 6'PENETRATION INTO GROUND PROPO5ED f- EXIST. COVERAGE ; ` / `.: (SEE SECTION) ELEVATION P o :. �,. DRAINAGE CALCULATIONS: IXISTING t10USE I,645 S.F. ROA_ i0:: `2 /�� THE PROPOSES b ON-SITE DRAINAGE SYSTEM TO PROVIDE STORAGE FOR DETAIL PROPOSED ADDITIONS 378.6 S.F. gpSrOS�D �' "�� /o' s til/N ' Opp SILT FENCE Dir,RY / : ' ,� Q��. /(,//� A 2"RAINFALL. STORAGE TO BE PROVIDED IN 6'(�PRECAST DRYWELLS PROPOSED POOL 450 S.F. O/V ' �" �O� 1 -�' ;: i PROVIDING 22.31 CF/VF OF STORAGE. THE DESIGN IS BASED ON THE NOT TO SCALE /,.:.:°a) ° i Fp t CP ��_�: t _- -- �I`t• I� FOLLOWING RUNOFF COEFFICIENTS: ROOF 1.0, PERVIOUS DRIVEWAY 0.5 PROPOSED DECK 890.5 S.F. , i , ,. y�:' � �, \ � `1 lea, fl-''y/ P TOTAL PROPOSED COVERAGE 3,364.1 S.F. or I G.4% , - :..,;�(;�/)� / 't/ _ /p C/� /P -\ F/ 8 �'I SEP g 2�)� DRA A -HOUSE ROOF AREA �' _ i I� (p tp •T STORAGE REQUIRED: ,� , -__ ..._-_•_-._.� ROOF AREA. 2,028 SFX 1.00 X 2712= 338 CF A PROPOSED 6'Q� X 4' - CP �,�' sFRop r _ yr _ DOWNSPOUT DEEP DRYWELL M°� Sr 338 CF 122.3 CFNF= 15.2 VERTICAL FEET REQUIRED (;SEE ARCHITECTURAL PLANS) / 62,3, n O v A//�/G C/C /O, STORAGE PROVIDED: DOWNSPOUT ADAPTER(ADS � � 'moi / � 41/ vti USE 4-6'0 X 4 DEEP DRYWELLS PRO VIDtNv=16.0 LF>15.2 L.F. OR APPROVED EQUAL) p (SEE CHART FOR PART NUMBER) o, /� F qRG� `�'I�O�ee TEST HOLE DATA EL=8.0' /x'01, F e4.-Z:- GF DRA B'-PERVIOUS DRIVEWAY o t/ke q �Q �D �,O 5' �/ BY SURVEYOR STORAGE REQUIRED: /00+°F rR�sr 20�/'' �i,� O�l F I I -08-18 DRIVEWAY AREA: 491 SFX 0.50 X 2/12 = 40.9 CF R/Sol FFS I �� D' OL I F3RnWN LnAM STORAGE PROVIIDED: PROPOSED GRADE--,_ vN 10.31 PROP 2C �� � � 1.51 PROVIDE 4"STONE=491 SF X 4/12 X 0.3=49.1 CF>40.9 CF \ \ \ \ Cp 450 BEND(MAX.) \� .S FcK P 30 �q �D ^• 1 (L SW PALE BROWN FINE TO COARSE SAND 46 a ac 6'ADS PIIPE(LENGTH VARIES)Lu O• \ 4 P0/'ps �v 7.3' SNAP CONNECTION WATER IN PALE BROWN FINE SW J v I` PROPOSED 6'0 X 4' TO COARSE SAND / �O 450 MEND(MAX.) z �� PART# PIPE SIZE A B C T 1 0364AA T 2.50' 3.25' 4.75' PROPOSED FENCE / F�( / " ° DEEP DRYWELL ,2.3 0464AA 4' 2.50' 3.25' 4.75• D 0465AA 4' 3.25• 4.56' 5.00' _' X / TO p. / PROPOSED 8'0 X 4' COMMENTS: WATER ENCOUNTERED 7.3'BELOW SURFACE 0466AA 4' 2.56' 2 56' 4.63' 6'ROOF DR/uIN LATERAL o 05^,:.A.". � 3 C2' S 63' 6 43• WITH WYE(TYP.) , � � � / , 0664AC' 6' 3:67 563' 6.43' � ; M°�Fo �iNEo1- BACKWASH DRYWELL • Part D664-AC is PVC NOTE: FADS PIPE MAYBE DISTANCE VARIES � � USED WHEN A DOWNSPOUT IS {SEE GRADING AND X4 s ��`' \► /°� JLI,o�SrFEs WETLAND FLAGS SHOWN THUS # WE S B CONNECTED DIRECTLY TO THE DRAINAGE PLAN) � �i p� STRTECDRAINAGE / `(p / \; \ /��O/V ISL ET Y SURVEYOR STRUCTURES. F.E.M.A. FLOOD ZONE SHADED X AE(EL G) FROM F.I•R.M. PANEL 3G 103C0166t1 n nr nn � � nnn rn r u �� / % � FC .� / ROVI- DTII 11 /'' LJMPTr DCTAIL NOT TO SCALE � / FX?, // � X S SILT FENCE AND HAY BALE LINE AT 1 SETBACK 6-0 Fpm 00 S T CK SCE PRECAST STRUCTURE IW 1 ES FOR ' REINFORCING REQUIREMENTS. / // e4 3.2 \� o INSTALL DUMMY RINGS AND/OR DOME AS / NECESSARY TO BRING PROPOSED 2 / STRUCTURE TO GRADE HEAVY DUTY MANHOLE FRAME AND PROPOSED FENCE SLOTTED COVER CAMBELL FOUNDRY CO.MIN.2 �/ I COURSES SIS COVERRN No.1383 OR SOLID MANHOLEP PATTERN No..1012A-TYPE C OR AN \ ` " �7/G+y 0) APPROVED BY CONCRETE COLLAR APPROVED EQUAL. �'9rO(� rn�/�J BOARD OF TRUSTEES / AS NECESSARY FINISHED GRADE V6 p X \ � L 2 � TOWN OF SOUTHOLD `J' , r r1 2a' 9 SgQ//, X DATE Ssfi � 119 Zol�' - U- W w �- SEE PRECAST STRUCTURE 11 CD 6 NOTES FOR REINFORCING pLAN VIEW a ��• F�O.q �- REQUIREMENTS t •ee olz, ���t# ': aD i� X Utf7ED•.: ,., :t5 LEACHING BASIN NOTES: 2,3 OR 4 FOOT SECTIONS / '9, AS NECESSARY 1.ALL DRAINAGE STRUCTURES SHALL BE PLACED .. z NXt7e0 tn_nTu 6 n? +�Alnl\nVlnnNnl/Cn1 .• n IN ACCEPTABLE LEACHING SOILS AS APPROVED �"""')`•`•,"'" ' z:; 3'.CQLLAf2•- 0 0 BY THE ENGINEER. IN THE EVENT POOR LEACHING GEOTEXTILE(FILTER FABRIC)AND AT Cn w MATERIAL IS ENCOUNTERED,EXCAVATION IS TO TOP OF COLLAR BY MIRAFI OR AN z APPROVED EQUAL. � BE CONTINUED TO SUITABLE MATERIAL AND ":<' : PRECAST DRAINAGE BACKFILLED AS DETAILED. RINGS ? ° SHEET PILINGASREQUIRED i'..• ; Q �. 9/9/19 REV. REAR DECK/POOL 2. NO TRENCH,PIT OR OTHER EXCAVATION SHALL J D z BE LEFT OPEN OR UNATTENDED. EXCAVATIONS EXCAIVATE AND BACKFILL 3 FEET AROUND o LEACHING RI"I^S:"11TH SUITABLE POP.OUS REVISIONS TO BE PROTECTED EU AS UIREC I EU BY THE ;..<' :' '' v ENGINEER WITH FENCES,BARRICADES AND MATERIAL AS APPROVED BY THE ENGINEER. u' a w OTHER APPROVED METHODS. 12'MIN. ILL 6 LU y 3. ALLOW FOUR(4)INCHES FOR FINAL ADJUSTING J OF CASTING. ADEQUATE BEARING WILL BE :" :"'" ' . PROVIDED USING CONCRETE BLOCK,BRICK ".:• ': - SITE PLAN AND/OR 1:2 MORTAR MIX. '' .' SCALE:1'=20 Plans re prepared her Cnnr#nn F��inocnnn .•� I_.._are prepared_.___ _ _ P(;- It is a%ripIatinn of+ho flow Ynrk Sin+o Education yL ye �'.•�o. :`�:•',+: Law,Article 145,Section 7209 for an person unless actin under the direction of licensed o�:•. ' •. •�; 4. THE CONTRACTOR SHALL PROVIDE ADEQUATE Professional Engineer,Architect,or Land Surveyor,to alter any item in any way.If an item bearing SHEETING AND SHORING DURING TRENCHING TO : the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or �Cc INSURE THE SAFETY of WORKMEN AND THE `o Land Surveyor shall affix to the item his/her seal and the notation or by'followed by his/her �sed `� signature and the date of such alterations,and a specific description of the alteration. S,C.T.M.' DIST. 1000 SEC..78 BILK 2 LOT.22 pRn�FS" GENERAL PUBLIC EXPOSED TO THE HAZARDS OF EXCAVATE A MINIMUM OF 5 INTO ` '`- g sP P FALLING AND SLIDING MATERIAL IN CONFORMANCE WITH THE REQUIREMENTS OF THE VIRGIN STRATA OF SAND AND F� TITLE 29 CODE OF FEDERAL REGULATIONS,PART GRAVEL OR TO BOTTOM OF DRYWELL ELEVATION VIEW _ P.C.Scale:AS SHOWN Condon engineering, � BLUM RESIDENCE 1926,SAFETY AND HEALTH REGULATIONS FOR 'r'rri1Cn�'JEn IS DEEr=En. CONSTRUCTION(OSHA). 420 GLENN ROAD 5. BACKFILL AND COMPACTION SHALL BE IN 6' DRYWELL DETAIL Drawn by 1755 Sigsbee Road LIFTS. ALL BACKFILL MATERIAL TO BE :JJC SOUTHOLD, NY OF COMPACTED BY JETTING OR OTHER APPROVED Mattituck, New York 11952 MEANS. Date:6/10/2019 (631)298-1986 (631)298-2651 fax www.condonengineering.com DRAINAGE PLAN