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HomeMy WebLinkAbout1000-86.-2-10 OFFICE LOCATION: �0��0� SU(/ryOlO 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 Ol ® iQ P y�4UIVT`I,Nc� Fax: 631 765-3136 LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Michael Domino,.President Town of Southold Board of Trustees From: Mark Terry, LWRP Coordinator Date: January 13, 2017 Re: LWRP Coastal Consistency Review for ROBERT SERLING SCTM# 1000-86-2-10 Samuels & Steelman Architects on behalf of ROBERT SERLING requests a Wetland Permit to construct a two-story, single-family 2,276sq.ft (footprint) dwelling with attached garage, 600sq.ft. of covered and screened-in seaward side porches; 139sq.ft. covered entry porch; 684sq.ft. seaward side on-grade terrace; 183sq.ft. on-grade terrace on side of dwelling; renovate the existing 107sq.ft. shed; remove existing and install a new sanitary system landward of dwelling.; install gutters to leaders to drywells to contain roof runoff; install drywell for proposed driveway; install underground electric and water lines; install and perpetually maintain a 10' wide non-turf buffer along the landward edge of the bulkhead; and a line of silt fencing is to be installed prior to and during construction. Located: 3575 Wells Road, Peconic. SCTM# 1000-86-2-10 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. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. r Town of Southold E C E LWRP CONSISTENCY ASSESSMENT FORM JAN ® 9 2017 Southold?awn A. INSTRUCTIONS 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# 86 _ 02 _ 10 PROJECT NAME Robert Serling The Application has been submitted to(check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees El I. 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: 0 Nature and extent of action: Construct new residence,sanitary system,and drywells. Location of action: 3575 Wells Road,Peconic NY 11957 Site acreage: 16,419 sf=0.376 ac Present land use: RESIDENTIAL 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 be1provided: (a) Name of applicant: Robert Serling (b) Mailing address: 104 Roxen Road, Rockville Centre, NY 11570 (c) Telephone number: Area Code( 5)16 766-5660 (d) Application number,if any: 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? New York State DEC 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. ❑Yes ❑ No ❑X Not Applicable Attach additional sheets if necessary Policy 2. Proteci 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 Fv I Not Applicable There are no historic or archeological structures on property. 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 0 Yes ❑ No ❑ Not Applicable Building structure is in keeping in,style and scale of neighboring structures. 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 ❑ Yes ❑ No 0 Not Applicable Attach additional sheets if necessary Policy S. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III —Policies Pages 16 through 21 for evaluation criteria ❑ Yes ❑ No M Not 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 III—Policies; Pages 22 through 32 for evaluation criteria. ❑ ❑ ❑X not applicable Yes No Not Applicable No development will take place in the"protected"or"natural indiginou's environment". 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. 0 Yes [:] No F-1 Not Applicable The development will not add pollutants into the air. 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 evaluatiop criteria. ❑ Yes ❑ No Fx� Not 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. ❑ Ye�] No 0 Not Applicable No public land involved. Littoral access unimpeded. 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 X❑ Not Applicable There are no public or commercial activities or uses on site. Historically this property and nei hg boring properties are residential in use and will remain residential. 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 LW" Section III—Policies; Pages 57 through 62 for evaluation criteria. 0 Yes ❑ No ❑ Not Applicable ` This project will protect and preserve the living marine resources by maintaining all rainwater discharge on site. 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 0 Not Applicable There are no agricultural lands on site. 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 ❑ Not Applicable The construction will be using equipment approved by the Federal government for energy usage.The project will meet Federal standards for conserving energy "energy Star Program". PREPARED BY Nancy Steelman TITLE Architect DATE 12-1111 Serling Residence 3575 Wells Road Peconic NY 11958 SCTM# 1000-82-10 Project Description: Building Project: Construction of a new two story, 3 bedroom Single Family Residence with attached Garage, Basement and Covered Porches, permeable Terraces and renovations to an existing shed. The building areas are as follows: Residence: 2,276 sf(footprint) Porches/Screen Porch: 600 sf Covered Entry Porch: 139 sf Terraces on grade: 867 sf Existing Shed: 107 sf Site Improvements: New Sanitary System for 3 bedroom house New Drywells for roof and driveway runoff Relocated underground waterline New underground electric line New permeable (non RCA) gravel driveway Removal of existing sanitary system 10' Non Turf buffer at bulkhead Temporary Silt fencing during construction �O N �ar Q SURVEY OF PROPERTY A T PECONIC o� 56,9 Ngo TO WN OF SO UTHOLD �'� y6 ?9 4o F �F ✓p5�p SUFFOLK COUNTY, NY 'y M 1000-86-02-10 ��BFR SCALE: 1 =20 FEBRUARY 11, 2014 QJ�,o ♦ / �� lq�` \ SC,S,��°C�'R JUNE 15, 2015 (REVISIONS) aper RM �7SO , � S A \ 4F GRAVEL } p0` RSA Aqz�Nc Ate, d if X = STAKE • NDS FLAG EDGE OF WETLANDS, AHWM & ALWM BY JMO Cl n u ENVIRONMENTAL CONSULTANTS �� *TIDAL WETLANDS STAKED 3/16/2015 DEC 1 4 2016 FIELD WORK WAS COMPLETED WITH 8" OF SNOW COVER. WALKWAYS NOT SHOWN HEREIN. O'SG� `9�- SFO/ h� 0� Southold Town ELEVATIONS REFERENCE D TO N.A.V.D. 1988 FLOOD ZONE FROM FLOOD INSURANCE RATE MAP MAP NUMBER 36103CO162H SEPTEMBER 25, 2009 ANY ALTERATION OR ADD/TION TO THIS SURVEY/S A WOLA77ON o�, N. YS. LIC. NO. 49618 OF SEC77ON 7209OF THE NEW YORK STATE EDUCATION LAW. �, ,� PECONIC SURVEYORS, P.C. EXCEPT AS PER SECnON 7209—SUBDIVISION 2 ALL CER77F/CA77ONS AREA=16,419 SO. �. B ����y eG�ays (631) 765-5020 FAX (631) 765-1797 HEREON ARE VALID FOR THIS MAP AND COP/ES THEREOF ONLY IF �, F� P.O. BOX 909 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR y WHOSE SIGNATURE APPEARS HEREON. TO TIE LINE w� 1230 TRA VELER STREET 14- 002 SOUTHOLD, MY 11971 j i RAIN RUNOFF CALCULATIONS EXISTING HOUSE -894 SQ. FT. i PROPOSED ADDITION -990 SQ. FT. APPROVED BY N= TOTAL-1884 SQ. FT. SURVEY OF PROPERTY `' 1884X1XO.17=320 CU.FT. 320/42.2=7.6 VF AT PECONICB OF TRUSREEs' I PROVIDE 2 DWS. 8 0 X 4' DEEP OF so - TO WN OF SO UTHOLD 00 SUFFOLK COUNTY, N. Y. �SF;41 1000-86-02-10 ,� � � RT �, FEB�ZUARY 11, 2014 e i q S AUG. 28, 2014 (PROPOSED ADDITION) JUNE 15, 2015 (REVISIONS) fs °Ss GRAVEL • PO/ .01 IS 5 h I LOT COVRAG EXISTIN894 SQ. FT. �) ado, m •: PROP. ADDITION 990 SQ-FT. ,,'h°off° \� / �`�� '� a• ���` J�� TOTAL 1884 SQ-FT- `� 6���� I ti �¢ mJ (3 AT COMPLETION OF CONSTRUCTION 1884/16419=11.5% Ir X = STAKE ® = WETLANDS FLAG F -9� r[ s¢ ,�' L JAN - 8 2015 EDGE OF WETLANDS, AHWM & ALWM BY JMO I ENVIRONMENTAL CONSULTANTS i *TIDAL WETLANDS STAKED 3/16/2015 � r � ..tr i?Y��• - I ncIv• - �- FIELD WORK WAS COMPLETED WITH 8 OF SNOW COVER. WALKWAYS NOT SHOWN HEREIN. Cio ��' ELEVATIONS REFERENCED TO NA.V.D. 1988 FLOOD ZONE FROM FLOOD INSURANCE RATE MAP -- _ MAP NUMBER 36103COl62H SEPTEMBER 25, 2009 4 4PS. LIC. N0. 49618 I ANY ALTERA71ON OR ADDI 770N TO THIS SURVEY IS A L40LA77ON o zo �`�E w �RVEYORS, P.C. OF SECTION 72090F THE NEW YORK STATE EDUCA77ON LAW..:" qA ®® qA -Y �+ �� e R EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL CERTIFICATIONS HQl�f-�-16,�1�� �7O. �. ' � 's, �(` ' -5020 FAX (631) .765-1797 HEREON ARE VALID FOR THIS 'MAP AND COPIES THEREOF ONLY IF 41 OA- P.O. BOX 909 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR `�'® �'I� �I�E y� \ \ 1230 TRAVELER STREET _®�� j WHOSE SIGNATURE APPEARS HEIhEON. SOUTNOLD, N. Y 11971 i I VIEW DURING FIRE SERLING RESIDENCE - 3575 WELLS ROAD, 1000-86-2-10 "'`�" ,�,s 'i <�ii Ste"^. t �, d. �, r t n;� � � •��ps"• vz. . y a q LOOKINGVIEW • ROAD SERLING RESIDENCE - 3575 WELLS ROAD, PECONIC ,NY 1000-86-2-10 `sQ3 t AMMY Olt All J� kll- 00 oil •• 4f" d Lti'f x. to 10.13 QO' X 10.14 . Vi0v :w 10.10 ,ryad \ O 2.1 C) X u a► O2 \ � I n.]A soHcl \ s .a ^gid' , �°v ♦p. O mia canna 1 a1A 1 31 nnvn wn. \ a' °n w ++�A y ♦°+ to +1A1 t i 22' 1613.. a / \ `•�` �?d• ♦�s � w el wm.Z u los mw. 1%6 12 o I w 1"' 3 0 e24vc1 \\ Tovn�sovman 4 ♦ �/ 13 awn / CREEK61 A FOR PCL NO. O tPAC) \ • —— �. s� •\�—� \ / SEE SEC.NO. 63 so Ili a} IAIn x2 I ty 1. m v ayyc, aw '11.4 n \lam f I , • � � wr Ro. ` l <, ,0 + 31 t7A 1A,k 210 a314c)is 12 3 „ 1.1A S3 a ° +� is +ir+ti I.M+• tylcl 7 + �•a 1 . 'y 4.4A(c).2 SEE PCL.110. 22A — SEE sec.No. 23 oC[ TC. Ug . a �. SEE SEC.NO.M SEE WC..0.M m,zZ— �ac.o cl. — — -- ^--- --a— ^-�� --•-- NOTICE COUNTY OF SUFFOLK © K ° ♦] o•1-1 SOUT1401.0 SecTIONr RealProperryTax ServiCAgenry v . p A111 Ocnec,M 1000 R.v wwrcrtnwccnwu Avon e P �--m PROPERTY KRE WELLS ROAD SITE DATA FILTER CLOTH TEMPORARY F-RO51ON ED GE OF PA VEMEN 7- (PUBLIC WATER IN STREET) DRAINAGE CALCULATIONS SCTM # 1000-86-02-10 CONTROL MEA5URE5 AREA OF RESIDENCE (DW-A) PROPERTY: 3575 Wells Road SURFACE PROPOSED SILT FENCE DR"r NELL AREA x RAINFALL x RUNOFF FACTOR FILTER CLOTH MIN. DRAINAGE FLOYi -P Peconic, NY 11958 DURIN6 C.ONS1 UCTION (DkN-A) 5,545 5F x (2/12 FT) x 1.0 = Scl I CU. FT. -?H POOL 6" 5ELON GRAVE SEE DETAIL UTILITY USE: (4) 8' DIAMETER x 4' HIC OWNER: Robert Serling POLE (4) 8' X 4' 5TORM DRAIN RING = 675.6 CU. FT. 104 Roxen Road �>/\' �' PROVIDED REGUIRED N PU5L I C. V/ NATER ------ 6-15.6 CU. FT. > 5c11 CU. FT. Rockville Center, NY 11570 PERMANENT STORM METER AREA OF DRIVEWAY (DW-B) SITE: 16,419 SQ. FT. 0.376 AC. TEMPORARY STORM WATER R=256.60' '0 w DR�r YiELL AREA x RAINFALL x RUNOFF FACTOR AREA RUNOFF CONTROL MEASURE YiATER RUNOFF CONTROL 0) (10 (Dvi-B) 1�26a 51= >4 (2/12 FT) x 0.1 = 148 CU. FT. ZONING: R-40 ON 11 SEDIMENT CONTROL DETAILS MEASURE NEVi DRIrAELL USE. (1) e,- PIAMETER x 4' HI&H POOL +a.2 S' L=79.54' %N ?E YV MTL 6RATE TYPICAL (1) 8' X 4' STORM DRAIN RIN& = 165A 0U. FT. ALLOWABLE SEE DETAIL I PROVIDED REGUIRED LOT COVERAGE: 20% OR 3,283 SF EXP LF 165A CU. FT. > 145 CU. FT. LP FXP EXP 0 /C)/ >- ACTUAL NEN UNDERGROUND LOT -7.a PROPOSED NEY4 SEPTIC, SYSTEM LF LF COVERAGE: 19% OR 3,122 SF 4 )Z -V LIP ELECTRIC UTILITIES LINE FOR A 3 BEDROOM RESIDENCE Uj - (1) 1200 6AL SEPTIC TANK (ST) FLOOD: X z z + ZONE op + - TEST 10 FT DIA x 2 FT LD f'V lu PERMEABLE STONE 6RAVEL - (5) 5' DIA x :2' HI(SH IL U) HOLE DRIVEINAY - NON RCA SURVEYOR: Peconic Surveyors 6RA\ P.O. Box 909 LEACHIN6 POOL (LP) T= EL +"7.a &RAVEL MATERIAL -DRIVE044AA A Southold, NY 11971 - FUTURE LOCATION FOR Lic. No. #49618 0.2+ C (5) 5' DIA x 2' HI&H DATED: February 11, 2014 5T LEACHIN6 POOL (EXP) NOTES: ........... ............... ........... ............ ....... ..................................................................................... ELEVATIONS 4 CONTOURS ARE REFERENCED To NA\,/v 155 ........ .................................. ...................... .............. ..............-....................... .......... ..... ..=.-z. .................................. . ......................... ....... ....................................................... ................- ........ ... FLOOD ZONE FROM FIRM MAP NUMBER 5610360162H PROPOSED NEN NATER LINE FROM 20, ................ +-ARA....; 6M----'---i-1............ ......................... NETLAND PLAC75 .......................... ...................... .................. .................................... YIATER MAIN AT ROAD TO &ARA(SE N ................. ... . .... EX15TIN67 HOUSE DEMOLISHED ............... .. ......................... . ...... ... .................... ......... ..... I) f77/"/ '/ ................................... LOCATIwINMAP ......................... ........................ .................. ..........z................I.......... 5.0 .6 al f ............. ..... ....... ......... EXISTIN& SANITARY SYSTEM PUMPED OUT ...... ..................... ........... ....... ............... ..................... ...... ..... .... 0 .............................................. ............................. ...................... ........... ...... ....................................................................................... .......................... ........................ ......................... ........ . . . ...... .......... ...... ........... ................................ .................. ................................................ ....... .. AND REMOVED .............. A . ....... .... ....................................... . . ....... ................ . .... . .. ...................... ........ .....Z.,.. .. ............................ ....................... .......... .. ................................................................................. ................................ ....................... . ...................................... ..... ......... --------------------------- .............. ............... .................. 1000-86-02-11 .......... ....... ........................................... .............. .............. LAND N/F OF e NEIN BASEMENT ACCESS DOOR ELIZABETH & ROBERT SCHUPLER j- "I 'AIR. .......................................... IS................. .... ...... ............ . . ......... .......... .............................. ".............I .............................. PUBLIC WATER & SANITARY SYSTEM 9 11 . - /�,'" 1. 1-�- 1-- 11 .1- 1 1 . . � .......... .................. . ................. .................... RESIDENCE WITH 10 .......................... ....... .............. .................. .......... .......................... -4 .................................................................................. .. 3635 Wells Rd, Peconic, NY 11958 p.:r!70++Os� ........ .. . . . ... DF-C 1 4 1�1,5 tp .... ..... .... ............. ............. .........................I......................................... ............... .. .......... ................................................. .......... ........................... ............. ....................... .. ...................................... ............... .................... .......................... ....................................................... ..... ............... . .................................................................................. ........... ... . ..... ................................... .............................................. ..... ...........;06 - ....................... .. ........................ ...... .... .............- ............ ............................. ...... .......... ................ . . ................. ....... ...... ......... ...... .. .. ........ ............... ...................... . ......... S1 Uj ........... ...................... ....................... ... ............... .............. ..... Piwd of 1,11% ..... . --- ........... ............................................ EX15TIN6 SPLIT RAIL FENCE . ........ .. .. .......... ...... ................ ............ . ........... . .. .......... .... .. ......... ........... ............ ... .. ....... I........... ... ..... ............ ............... ................... ........... .......... ................. ..................... .. ............. .......................................... ................ ... . ......... ......... ...... ... ....... ......... ....... .......... . .... ....................... ...... .............. .......... .................. ........... '... K -+K.-.----.--.7 ................................ z........... .. ................. ec . .... ......... ................................. .................................--.1............. ............ ...................... ... . ................... . ............ .... .......... .......................... ....................... 1000-86-02-9 T' ............................................ ................ ................ ........... ............... ................... ........ .. .......... . ........ 1.0 c')V : (7,1011 Ell r I ................=-.......... LAND N/F OF ......................... ................... ........ ............ .............. ............ .......... ... JOSEPH M. & ALBERT C. SCHUPLER .... .............................................. 'a 1. 1 / ...- ......... TEST HOLE NO SCALE + ............ Till . . ................ + 7.2 RESIDENCE WITH BY McDONALD GEOSCIENCE PUBLIC WATER & SANITARY SYSTEM > '00N.-fTnt SOUTHOLD, NEW YORK 11971 06 z _4/ 3475 Wells Rd, Peconic, NY 11958 TEMPORARY ER05ION CONTROL U) MEA5URE5 PROP05ED 5ILT FENCE co <. C' C TEST HOLE DATA 10 24-16) ELEV +7.8' DURIN6 CONSTRUCTION SEE DETAIL DN rgo> : 11 A 1v LLJ -j. 3.0 FT. MIXED SAND AND LOAM = ;�rzu W* LLF BROWN AND PALE BROWN M FINE TO MEDIUM SAND SPII ' E8 " 0 8.6 FT. w- 3: k� EX15TINC7 -CO -1s 0 DECK PERMANENT STORM INATER RUNOFF 171 CONTROL MEASURE NEA DPZYV4ELL X MOVED K3 K3 WATER IN PALE BROWN co co- 0 .- TYPICAL SEE DETAIL 17 FT. FINE TO MEDIUM SAND SP E K3 P TIO X 8.6 FT BELOW SURFACE - WATER RIF-MOVED ENCOUNTERED, ELEV -.08' ................ A A \S1 i I--- TEMPORARY EROSION CONTROL rn z RErvRADIN65 MEA5URE5 FROP05ED SILT FENCE AS SHONN oF NEW -7V -7 ell, ............. Q0 DURIN& CONSTRUCTION SEE DETAIL 0 TP M ..................... ?a ZONE -X ..................... M rn EXISTIN6 M -fLOOp .71 < zo EDGE OF SILT FENCE rtl IqE�L I Nf- rn rn TOP or- EXISTING WETLANDS > M Z ZONE AE (EL 07 3 GRAVE 11 :D < CAST IRON FRAME AND C.OVER EXISTIN6 SHED TO ra ROJEF NO: U TO GRADE (AS F;MOUIRED) BE RENO VATED M 1612 TRAFFIC, SLA5 (5EE DRAWN BY: PLANS FOR LOCATIONS) < UT --t C: NON TURt= BUFFER 0 rn CHECKED BY: NS TOP OF BUtKHEAD EU. 3.9' DATE: _js Dec. 13, 2016 S27050'22"W WOOD BULKHEAD 129.04 EB CE DE EiD S ED H S 48" HIGH x 48" VIA SCALE: C: (TIE LINE ALONG BULKHEAD) Q,5' min ca S CE �E S S Eg H H DRAINAGE 5ASIN 1 if = 10 1 - OVI BUILDIN& NALL FF EL 11..0 FT CE CE CE Eg S S EK ED SHEET TITLE: MEAN HIGH WATER ALONG BULKHEAD &RADE LINE ELE\/ATION 5.0 FT. 0 0 S CE CE EE9 S ED EK S 6RADE LINE ELE:\/ATION aD FT. :::F rri 5ACKFILL MIN. 2' MAX. MATERIAL To SITE CH S Eg S E� H Eg B H BE CLEAN SAND RICHMOND CREEK EXISTIN& DOOK, S CE DE Eig S S F;� H AND GRAVEL %I N 1/411/r-T. I I K TOP OF POOL RAMP AND I\= \ 1/5 /FT. 45 FT. 't z PLIAA N SEPTIC, LEACHIN6 16- FLOATIN6 VOCK -GROV�p- TANK I 1-. +631 POOL E30T OF POOL- z 2.45 FT. BOT OF---*" &ROUND VqATER PERMANENT STORM WATER -ffL-Elli--O.�;-FT- SHEET NO: TANK +13' RUNOFF CONTROL MEASURE -'N�STORM DRAINAGE RING TYPICAL NO SCALE 101 L 13A .q SCALE: 1 10'-011 5EPTIO TAN< N1 MONCLITIO BA5E SEPTIC PROFILE 00 (N.T.S.) 0 > TRUSTEES DEC SUBMISSION