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HomeMy WebLinkAbout1000-86.-2-1.2 OFFICE LOCATION: �O� SO�Py®� MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 Southold, NY 11971 1 (cor. Main Rd. &Youngs Ave.) Southold, NY 11971 �pQ Telephone: 631 765-1938 NT`1,�� LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: John Bredemeyer, President Town of Southold Board of Trustees From: Mark Terry, Principal Planner LWRP Coordinator Date: March 14, 2016 Re: Local Waterfront Coastal Consistency Review for JOHN FISCHETTI & DEBORAH DEAVER SCTM# 1000-86-2-1.2 24. Samuels & Steelman Architects on behalf of JOHN FISCHETTI & DEBORAH DEAVER request an Amendment to Wetland Permit#8640 to relocate the proposed 20'x40' gunite swimming pool from waterside of dwelling to the side yard to the south; surrounded by 1,675sq.ft. stone terrace on slab approximately 8" above grade; construct a non-habitable 200sq.ft: pool house; and to relocate the previously approved sanitary system to the west further from the'wetlands. Located: 2615 Wells Road, Peconic. SCTM# 1000-86-2-1.2 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 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. :A t Town of Southold MAO0, 2016 LWRP CONSISTENCY ASSESSMENT FORM _ Souiho d Town A. 1{NSTRUCTIONS 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 si Wficant beiiefiicial£and adverse eftCets upon the coastal area(which anCllldes all of Soudhold Tow(i). 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 exohain&I in detail, listing both supporting and saoia- Moorting 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 - 1.2 PROTECT NAME JOHN FISCHETTI &DE80RAH DEAVER 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: i X� Nature and extent of action: Existing_approval amended to move the 20'x40'gunite swimming pool from waterside of house to side yard to south, surrounded by 1,675 square foot stone terrace on slab approx. 8"above grade; plus non-habitable Pool House of 200 scfuare feet, Previously approved sanity s sy tem to be moved to west,further from wetlands. - a Location of action: 2615 Wells Road,Peconic NY 11957 Site acreage: 109,159 sf=2.51 ac Present land use: RESIDENTIAL Present zoning classification: R-80 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: JOHN FISCHETTI &DEBORAH DEAVER (b) Mailing address: - 504 E 63rd ST,APT.23P,NEW YORK,NY 10065 (c) Telephone number:Area Code( ) (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? 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 0 Not Applicable Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the 'Town of Southold. See LNW Section III—Policies Pages 3 through 6 for evaluation criteria ❑ Yes ❑ No ❑ Not Applicable t' i 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 'gown of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria 0 Yes ❑ leo ❑ Mot Applicable Building structure is in keeping in style and scale of neighboring structures The existing and new deck structure is in keeping in style and scale of neighboring structures Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Alinimiize loss of life, structures, and natural resources from flooding and erosion. See LVV" Section III—Policies Pages S through 16 for evaluation criteria ❑ Yes ❑ No 0 Not Applicable Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LNV12P Section III —Policies Pages 16 through 21,for evaluation criteria ❑ Yes ❑ leo ❑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 LWI2P Section III—Policies; Pages 22 through 32 for evaluation criteria. ❑ ❑ Yes No Not Applicable No development will take place in the"protected"or"natural indiginous environment". Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See I WRF Section III — Policies Pages 32 through 34 for evaluation criteria. Yes �No 0 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 LNVRP Section III—Policies; Pages 34 through 38 for evaluation criteria. Yes ❑ No E Not Applicable PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal®eaters, public lands, and public resources of the Town of Southold, See LVVRP Section.III—Policies; Pages 38 through 46 for evaluation criteria. El Ye� No 0 Not Applicable No public land involved.Littoral access unimpeded. Attach additional sheets if necessary s ' WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent eases in suitable locations. See LWRP Section M Policies;Pages 47 through 56 for evaluation criteria. ❑ Yes ,❑ No Q Not Applicable There are no public or commercial activities or uses on site.Historically this property and neighboring 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 LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. El 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 Fx] 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 L@VRP Section III—Policies; Pages 65 through 68 for evaluation criteria. 0 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 RY Tom Samuels. TITLE Architect DATE ?//0/(& OFFICE LOCATION: tiO�%OF SOUT�OIO MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY 11971 ® �p� Telephone: 631 765-1938 c4UNT`I,� LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: John Bredemeyer, President Town of Southold Board of Trustees From: Mark Terry, Principal Planner LWRP Coordinator Date: June 15, 2015 Re: Local Waterfront Coastal Consistency Review for JOHN FISCHETTI & DEBORAH DEAVER ----------- -SGT-M#-1000-86-2-1-2- ----- ---- -------------------__..__ ------- ------- --------------- ------------- --------- -----,-- Samuels & Steelman Architects on behalf of JOHN FISCHETTI & DEBORAH DEAVER request a Wetland Permit to renovate the existing 3,074sq.ft. one-story dwelling by raising the height of the first floor by 10' and construct a new second floor; constructing a 92sq.ft. addition on the west side with a 110sq.ft. covered porch with stone paving and steps to grade; install a 380sq.ft. stone paved-on-slab walkway connecting to porch; remove existing concrete driveway and clear marked trees in area of proposed driveway; install a 5,320sq.ft. permeable crushed stone driveway and add drainage per Chapter 236 of the Town Code; construct a 344sq.ft. addition onto existing wood framed deck for a total of 1,410sq.ft. of decking attached to seaward side of dwelling with steps leading to a proposed 1,099sq.ft. stone-on-slab pool patio; install a 20'x40' gunite swimming pool; install 4' high pool fencing and pool equipment area; abandon and fill in existing sanitary and install new shallow sanitary system with a septic tank and eight leaching pools; existing 1,097sq.ft. two-car detached garage with patio to remain; existing 288sq.ft. shed to be demolished; install and subsequently maintain a 10' wide vegetated non-turf buffer along the entire landward edge of tidal wetlands; toxic underbrush and trees under 4" caliper will be removed in south east corner of property and install non-turf plantings; and for the installation of gutters to leaders to drywells to contain roof runoff. Located: 2615 Wells Road, Peconic. SCTM# 86-2-1.2 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 determination that the proposed .action is INCONSISTENT with the below listed LWRP polices and therefore INCONSISTENT with the LWRP: Policy 4.9. 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 recommended. specifically A. Minimize potential loss and damage by locating development and structures away from flooding and erosion hazards. A portion of the structure (new swimming pool) is located within the FEMA Flood Zone AE EI 6; an area of Special Flood Hazard and could be subject to repetitive flooding. An area is also specified to be filled on the plan however no other details are provided. Note that water was encountered at 6.1' feet below the surface. Will the pool bottom sit in standing water? It is recommended that the poolldeck be relocated to outside of the AE flood zone to prevent future structure loss 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 o.�k'� @fa 4 -r ""�b-'o-' � .us^. 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DATE: JUNE 17, 2015 _ PERMIT N6. 8640 y: ISSUED'T®o J®IileT�'gSCHETTI &DEBORAKDEAVER,,- - PROPERTY ADDRESS: 2615 WELLS ROAD,PECONTI.0, LL`;• SCTM#'86-2-1'.2°` AUTIHORIZAT ION "a Pursuant to the rovisions,of,Cha ter,275•of,the Town Code of the Town of Southold and in p accordance with the Resolution of,the Board of Trustees adopted at the,meeting held on June 17.2015,and in > � ,,• , consideration of application fee in the sum of$250.00 paid by Jolin Fischetti&Deborah Deaver arid'subject to � ;• w,y the Terms and Conditions as stated in the Resolution,the Southold Town Board'of Trustee's authorizes and , permits the following: r Wetlaai`d Permit to renovate'the existing 3,074sq.ft.one-story dwelling-by:raising,the height;of the first it ` floor by 10' and construct a new second,floor-;-constfucting,a 92sq.ft.additioi on,the west side•with a 110s ft.covered porch with stone pavingq,ftand steps to grade; install a 380s .stone p aved-on-slab j ya walkway connecting to porch;-remove',existing,concreteAriveeway and clear,marked trees in;area of proposed driveway;install a 5,320sq.ft.permeable crushed stone driveway and add drainage.per tChapter 236 off the Town Code;construct a 344sq.ft.addition onto existing wood framed deck for a total } � qi of,1,4tQgq.ft..of,decking attached to seaward side of dwelling with steps leading,to a proposed 1,099sq.ft. stone-on-slab pool patio;install a 20'x40'gunife swiminiiig pool;insta114'high;p=ool fencing and pool ent��,t rl equipment area; abandon and fill in existing sanitary M d'iinstall new shallow`samt'ary'systein with a t, -car detached garage with patio to remain; septic tank and eight leaching pools;existing 1,097sq.ft.two >._'. existing 288say:ff:shed to be de'molisha cl;'iristaIll and"subsequently maintain a 10 wide vegetated non-turf buffer aflong theVntire landward'Trustee delineated edge of tidal wetlands; toxic•underbrush and trees under 4"caliper will be removed in southeast corner of property and'iaastall non-turf plantings; and for c � the installation of'gutters to leadersIoArywells to contain roof runoff;with,the•conditions that the un- vegetated access path to the dock to be maintained as a 4'wide path; and within the southeast area of the ' F proposed removal of trees and vegetation,the trees proposed to be removed are to be flagged and a Trustee is,to inspect and confirm.whether or not the flagged trees can,be aremoved; and as depicted on, - ;a � e the siteplaan prepared by Samuels&a Steelman architects,last dated Jaane 2 12, 015,and stamed p approved op.July 24,2015. IN WITNESS WHEREOF,the said Board of Trustees hereby causes'its Corporate Seal to!be affixed, rA ,R and these presents to be subscribed by a majority of the said Board as of this date. 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'Oak I T E D A" T A'5 6 / 12 / 15 SITE AREA TOTAL: Ioa,ISq sf TEST HOLE SCTM # 1000-86-02-1.2 2 / 10 / 16 RESIDENCE BUILDING WALL FF EL 10.73 FT BY MARK McDONALD GEOSCIENCE PROPERTY: 2615 WELLS AD SITE AREA UPLAND FROM GRADE LINE ELEVATION 8.73 FT. GRADE LINE NO SCALE SOUTHOLD, NEW YORK 11971 ADDRESS PECON C NY 1O 957 GRADE LINE ELEVATION 8.0 FT. ELEVATION TEST HOLE DATA 10-15-14 ELEV+7' TIDAL WETLAND BOUNDARY: '72,cl73 sf OWNER: JOHN FISCHETTI & DEBORAH DEAVER 1 ' MIN. 2' MAX. 8.0 FT 0.5 FT. DARK BROWN LOAM OL 504 E 63rd ST, APT. 23P 2.5 FT. BROWN SILTY SANDY SM NEW YORK, NY 10065 PROPOSED LANDSCAPED 1 4" FT. TOP OF POOL PALE BROWN FINE SITE: 109,159 sf= 2.51 ac BUFFER AREA (10 ft wide): -7,525 sf 1 4" FT. 1 8" FT. 6.0 FT 6.1 FT. TO COARSE SAND SW m ZONING: R-80 1500 GAL ' GENTAGE PROPOSED PERCENTAGE IE. +6.78' , SEPTIC 8 LEACHING t BOT OF POOL SURVEYOR: PECONIC SURVEYORS STRUCTURES EXISTING PER PO BOX 909 HOUSE: 3,074 sf 4.21% 3,166 sf 4.34% I E. +6.27 TANK I E. +5.77 POOL WATER IN PALE BROWN IE. +7.14 1E. +5.58 4.0 FT 13 FT. FINE TO COARSE SAND SW SOUTHOLD, NY 11971 GARAGE: I,Ocf-7 sf 1.50% 1,01-1 sf 1.50% GROUND WATER +0.9' 6.1 FT BELOW SURFACE -WATER LICENSE # 49618 W FOOL HOUSE: O O 200 5f 0.27% 25.5' 8.75' 2' MIN ENCOUNTERED, ELEV+0.9' DATED 6/6/14 = UJ W POOL: O O 500 sf 1.10% 3.5M F- Z SHED: 288 sf o.3q% o o R I C H M O N D CREEK E E' KA 0 110 sf o.13% SEPTIC PROFILE - RESIDENCE � INEENE PORCH: O Fopi - DECKS: 344 sf 0.4-1% 1,410 sf I.Cf 3% (N.T.S.) PROPOSED DOCK A5 APPROVED BY ANDWARD EDGE OF TIDAL WEYLAND5 AS (nwoo PATIO: 347 sf 0.4-7 1,6-15 sf 2.30% SOUTHOLD TOWN TRU5TEE5 (2015) ETERMINED BY SOUTHOLD TOWN .o c z uj TOTAL: 8,361 sf 11.45% 8,458 sf 11.501% TRUSTEES ON JUNE 2015 �co',c �a DOCK ACCESS - 6 FT WIDE c .. O MAINTAINED UN-VEGETATED PATH TO ANDWARD EDGE OF TIDAL WETLANDS A5 �'� �a� o "SITE AREA UPLAND FROM TIDAL WETLANDS BOUNDARY PROPOSED DOCK DETERMINED BY SUFFOLK ENVIRONMENTAL a CONSULTING ON MAY 2014 (N`r517EC ADJACENT AREA AND TOWN OF 50UTHOLD EXISTING DILAPIDATED DOCK o /PROPOSED HAY BALES 4 SILT FENCE SITE Q BUILDP�BLE LAND):: DURING CONSTRUCTION uj LOW WATER MARK EAN HIGH WATER MARK 06 > a. a ND`.�GAPED BUFFER: '7,525 5F, 10 FT MIN WIDTH, SO.3 '52" 111.69' EXISTING PLANTS AND PROPOSED PLANT 2 SI0 31'42» ADDITION5, NON TURP, NON FERTILIZED ;, UJ lb E LINt 11 w 77E PLANTINGS: BEACH & ORNAMENTAL GRASSES, >:;. �'�j PERENNIALS, SHORE JUNIPER,BARBERRY, R05A ' tx �I`y g RU60SA SPIRAEA BEACH PLUM INK BERRY ba5a \ •�6 YVETLANDS X46• �� Dc�66C��' 1�L SSS. �L 1 \\\� � NOTES: MEAN H16 � � � � �- � ���� �`l, � �� �-�- 1�1 - _ � K O WATER MARK �.y'1 ,l1 I' �IL \\,\ \�- --__- - LOOD ZONE LINE ELEVATIONS $ CONTOURS ARE �L WE AN135 11L 1� 4 REFERENCED TO NAVD 88 Z \ ZLoon /TOP OF BA ���NE AE \\ FLOOD ZONE FROM FIRM MAP W \ `\ F= z __ '` \ �` . �` \ ML b) s NUMBER 36103G0162Ham a I. \' _ -- \\\\� \ \ �:; \ \ I x XISTIN6 TREES AND VEGETATION TO uj T �iND = \ \ REMAIN \h\\ \I �L \�\ \\�� \\��"` `\�\ �\ .\� `� / � ♦ = WETLAND FLAGS 100 4 05ED DRYWELL POR ROOF C� IFL/DOD ZONE LIN - ` ` � tti�t N ={ RUNOFF (DN-A) 8FT DIA x 4FT HIGH O \V \ \ 4 \ / O N �p , TYPICAL Z LANDWARD EDGE OF TIDAL WETLANDS A \ - , DETERMINED BY SUFFOLK ENVIRONMENTAL 1 WETLANDS441 CONSULTING ON MAY 2014 0 ✓\ \\\\ \ ,' :\�\� 1 POSED HAY BALES 4 SILT V O \ �-------- - d rn O _ FENCE DURIN6 CONSTRUCTION W LANDSCAPED BUFFER: "1,525 5F 10 FT f"\`\� \ \" 2 i �o' �` z \`- OSED NEW TRELLIS STRUCTURE LILa MIN WIDTH, EXISTING PLANTS AND 2 J \ PROPOSED PLANT ADDITIONS, NON �� 72.T +-rte' N "e FILL 01.84 XISTING SANITARY SYS TO BE MOVED TURF NON FERTILIZED PLANTINC75: \ '� %'' �� q �/ EXISTING ' , $TI ,t 4 to P05ED NEW POOL H USE ONE 5 ORY F.F. +10.5 200 Sr BEACH ORNAMENTAL GRASSES _ :: y O� \\`� . +to 5 , t�EGK 56.2' DEG a 4s.s' , ' - j ' K - SED POOL EQUIPMENT HYDRANGEAS PERENNI ALS SHORE - I _. ,' ;v X15TIN6 DILAPIDATED �\ \/ ---+.. FILL JUNIPER, BARBERRY, R05A R0005A, /` SHED TO BE REMOVED / "r r ��+� �,�'� Eyy SWI NG �t. SPIRAEA BEACH PLUM, INK BERRY i �` i\ \�" 1 A I �'' 4O 2 +1O' P SED DRYWELL \ =v' \\ ,�• \ xa s• ATED RES DENGE FOR P OL EQUIPMENT \ IF DW) 8FT DIA x 4FT HIS \'R rn F F.10.-13 NEW c5 AREA "C N , - 2+ .84 51 E � Z 11449 OSED POOL ENCLOSURE LO FENCING 4 FT HIGH Q• o TIMBER f r 4x8 y > 4J/ /I, X8.'13+' r FILL 8 G Y POSED NEW SEPTIC SYSTEM J o 35.2 J i I _ _ _ - �' - .�_ LQ FORA 6 BEDROOM RESIDENCE d POOL HOUSE F o o <� ti�'� 9�8�•�N6 5T LP LP E I49 to - 1500 SAL SEPTIC TANK (ST) W -J \ , \\ 'q�: •' EXE TI - ' (� I �� n -- x = -► LP LQ - (8) 8' DIA x 2' HIGH LEACHING POOL (LP) a zz' �' • �1 i \` \ v TING p`T `r n �' I I • 4x 4 LP - FUTURE LOCATION FOR (4) 8' DIA x 2' W• v ui v W L�iTRY. ExP //' / `r ' LP LP H16H LEA0HIN6 POOL (EXP) a r NEW GRAVEL I WALKWAY 8 /,, . DRIVEWAY O W• N = C, S6'44 5 •, ______- \ \ / 1 WO/F JOAN M. CONDIT L_ 111 _- W 73.6 \\ \ `� / % ADDITIO �j NE ts1 REVOCABLE TRUST Q H• c�i 3Nil 0 / \\ PROPOSED HAY BALE / t xe WALKWAY d , / TO EXISTING rn p r SILT FENCE DURING RESIDENCE n CONSTRUCTION / �' 12.37' cn cn . RE VL �1 \\ EXISTING DRIVEWAY �1�• �' �� NEW GOPORjfH 3 1� �` i"1 \ TO BE REMOVED .f ' \ - aol\ �' lIL �k / EXISTING PIER x -- _ \�'` 1 7Hsby IL u / \ '�/ TO BE REMO -T" / POSED HAY BALES $ 1 \," / .0 '1,f�''W/ EW DRIVEWAY 2 �__.° �; / / it N 5 3 SILT FENCE DURING 10' % ___ _- CONSTRUCTION ENTRY h�' C l ST HOLE EL +7' ��of NEtr�j, 1 \ ;� �i / :�, / 28�• FLOOD ZONE / 6 s S� WO/F EILEEN T. Mc6UIRE `; 'k , =`'- �� • _ / AE (EL 6 �P G ?AG r REVOCABLE TRUST ; �, _ �' / / \ XISTIN6 UNDERGROUND 1 FLOOD ZONE LINES r-L00 UTILITY PUBLIC WATER LINE �", '� " N ZONE X EW POLE .d, ��` / DRIVEWAY - _ t41� 15t1JRB?�NG /� D UTILITY ENTRY I Li �' `i A POLE POSED DRYWELL WITH �� o O o � " O METAL GRATE INLET FOR 7a3,o'� 4 ! `,,;' - �;%n1 �. ` , ��' i / y" DRIVEWAY RUNOFF (PION 8FT DIA x 4FT HIGH TYPICAL E L - PROJECT NO: 2123' - ;'\�_ -\ \ 1407 DRAWN BY: N��•31 DRAINAGE CALCULATIONS CHECKED BY: TCS AREA OF EXISTING RESIDENCE (DW-A) DATE: DRY WELL AREA x RAINFALL x RUNOFF FACTOR 3 / 4 / 15 (DW-A) 5,555 Sr x (2/12 FT.) x 1.0 = 590 CU. FT. SCALE: USE: (4) 6' DIAMETER x 4' HIGH POOL 1" = 301 - 0" (4) 5' X 4' STORM DRAIN RING = 615.6 CU. FT. PROVIDED REQUIRED SHEET TITLE: 675.6 CU. FT. > 590 CU. FT. AREA OF NEW DRIVEWAY (DW-B) DRY WELL AREA x RAINFALL x RUNOFF FACTOR SITE (DN-B) 5,295 5F x (2/12 FTa x 0.7 = 618 GU. FT.M in PLAN sl wro'kLAN U5E: (5) 8' DIAMETER x 4' HIGH POOL Z U5E: (2) 8' DIAMETER x 2' HIGH POOL SCALE: 1" = 30'-0" (5) 8' X 4' STORM DRAIN RING = 506.1 CU. FT. (2) 8' X 4' STORM DRAIN RING = 168.01 CU. FT. PROVIDED REQUIRED 675.6 CU. FT. > 618 CU. FT. SHEET NO: AREA OF NEW POOL HOUSE (DW-C) DRY WELL AREA x RAINFALL x RUNOFF FACTOR (DW-G) 200 Sr x (2/12 FT.) x 1.0 = 34 GU. FT. USE: (1) 8' DIAMETER x 4' HIGH POOL (4) &' X 4' STORM DRAIN RING = 801.5 CU. FT. PROVIDED . REQUIRED 801.5 GU. FT. > 54 GU. FT.