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Home My WebLink About1000-77.-1-6 OFFICE LOCATION: �O�*Of SD(/j0 MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) cn ,r G � Telephone: 631765-1938 Southold, NY 11971 ® �O P O Fax: 631 765-3136 1�'rouff 1,� 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. October 10, 2019 Re: LWRP Coastal Consistency Review for TEAMC99A PROPERTIES, LLC, c/o CHRISTOPHER JOSEPH, MEMBER SCTM# 1000-77-1-6 There is no ability to relocate the structure outside of the FEMA flood zone AE EL 7 due to parcel size. En-Consultants on behalf of TEAMC99A PROPERTIES, LLC, c/o CHRISTOPHER JOSEPH, MEMBER requests a Wetland Permit to demolish and remove existing dwelling, and construct a new two-story, approximately 1,289sq.ft. single-family dwelling with approximately 309sq.ft. of waterside deck with 4' wide steps, an 89sq. ft. side deck; and a 90sq ft. front entry deck; install drainage system of gutters to leaders to drywells; raise existing grade within Chapter 275 jurisdiction with approximately 15 cubic yards of clean sand fill to be trucked in from an approved upland source (additional 149 cubic yards of clean fill to be placed outside Chapter 275 jurisdiction); and contain fill with a 12"wide by 70' long by 3.5' high (max.) retaining wall on east side of the property, and a 12"wide by 35'long by 5' high (max.) "L"shaped retaining wall on west side of property; proposed septic system, pervious gravel parking area, and railroad tie landscape steps to front entry deck to be located outside Chapter 275 jurisdiction. Located: 980 Oak Avenue, Southold. SCTM# 1000-77-1-6 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 provided the following is considered meet Policy 6. 1. Require that the non-turf buffer is vegetated. 2 Require the installation of an I/A OWTS. 3. Verify that the retaining wall on the east side of the parcel will not adversely disrupt or alter storm water drainage patterns. 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 Robert Herrmann From: Robert Herrmann <rherrmann@enconsultants.com> SE� 2 209 t _J Sent: Wednesday, September 25, 2019 1:24 PM __7_1 To: 'Cantrell, Elizabeth' _ Subject: RE:teamC99A ruts^4ti Tr,+^;n � BoardciT_u ?r_es Tracking: Recipient Read 'Cantrell,Elizabeth' Read:9/25/2019 3.32 PM Liz, when Matt Sherman rechecked the fill volume calculations, he found that the volume of fill needing to be trucked in for proposed grades has actually been reduced to 164 cy with only 15 cy of that fill to be situated within 100 feet of bulkhead/wetlands. Thus,the revised project description is below, and I will deliver replacement copies of the site plan by tomorrow. Demolish and remove existing dwelling, and construct new two-story, approximately 1,289 sf, single-family dwelling with approximately 309 sf waterside deck with 4' wide steps, 89 sf side deck, and 90 sf front entry deck; install drainage system of leaders,gutters, and drywells; raise existing grade within Chapter 275 jurisdiction with approximately 15 cy of clean sand fill to be trucked in from an approved upland source (additional 149 cy of clean fill to be placed outside Chapter 275 jurisdiction); and contain fill with a 12"wide x 70' long x 3.5' high (max.) retaining wall on east side of the property and a 12" wide x 35' long x 5' high (max.) "L"-shaped retaining wall on west side of property, all as depicted on the site plan prepared by Sherman Engineering&Consulting P.A., last dated September 25, 2019. Proposed septic system, pervious,gravel parking area, and railroad tie landscape steps to front entry deck to be located outside Chapter 275 jurisdiction. From: Cantrell, Elizabeth [ma iIto:elizabethcCabtown.southold.ny.us] Sent: Tuesday, September 24, 2019 11:58 AM To: 'Robert Herrmann' Subject: RE: teamC99A Ok. thank you. From: Robert Herrmann<rherrmann@enconsultants.com> Sent:Tuesday,September 24, 2019 11:57 AM To: Cantrell, Elizabeth <elizabethc@town.southold.nv.us> Subject: RE: teamC99A Shoot,yes, I actually meant to email you a completely revised project description since this was never noticed, so I can do that today. From: Cantrell, Elizabeth [mailto:elizabethc@town.southold.ny.us] Sent: Tuesday, September 24, 2019 11:34 AM To: 'Robert Herrmann' Subject: RE: teamC99A Rob, In reading your cover letter received today, I see the fill was lowered from 700 to 400 cu.yds. In your original project description it reads (700 cubic yards total, including 675 cubic yards to be placed outside Chapter 275 jurisdiction). I am 1 PROPERTY OF TEAMC99A PROPERTIES, LLC V 980 OAK AVE SOUTHOLD, NY ►�—/a SCTM# 1000-77-01-06 W 9,800 SF W aoo W O GROUNDWATER MANAGMENT ZONE IV W Z M CV DENSITY = 300GPD/AC (PRIVATE WELL AND SANITARY DISPOSAL) Z t- PROPOSED SEPTIC SYSTEM: ALTERNATIVE SYSTEM FOR HIGH GROUNDWATER v w m ONE (1) 1,250 GALLON SEPTIC TANK W/ 30" LIQUID DEPTH; Z '-' I\O� SIX (6) 2' DEEP, 8'0 LEACHING POOLS w � a � pip OG) O C�� O PARCEL CURRENTLY SERVED BY SCWA w � C� NEIGHBORING DWELLINGS CONNECTED TO SCWA Z CJ l0 SITE PLAN BASED ON SURVEY BY O NATHAN TAFT CORWIN III DATED 5.15.13 LAST 6 C8 Gj < \� I� ELEVATIONSBASEDI BASEDON 1988 NAVD x EXISTING NON -TURF cr) BUFFER TO REMAIN APPROXIMATELY 100cy OF SOIL TO BE REMOVED ��yv v FOR INSTALLATION OF PROPOSED FOUNDATION, SEPTIC ® �S �J� �P< ' AND STORMWATER CONTROL �0 APPROXIMATELY 164cy OF CLEAN SAND FILL TO BE TRUCKED IN FROM AN APPROVED UPLAND SOURCE APPROXIMATELY 15cy OF THAT FILL TO BE WITHIN 100' OF REGULATED WETLANDS BOUNDARY. W At =ell o ENG 0Z PROJECT LIMITING FENCE \� ALONG CONCRETE TROUGH AT EACH SIDE AND WOOD � � EXISTING DEC SITE COVERAGE EDGING ADJACENT TO COMPONENT AREA COVERAGE �.� HOUSE & CONC PAD C�0 NON-TURF BUFFER AT WATER .� ENCLOSED PORCH, STOOP & STEPS 204sf 2% SIDE ASPHALT DRIVE W EDGING 477s TOTAL 1 ,464sf 15% 67'-9„ EXISTING TOWN SITE COVERAGE 0 FIRST FLOOR �� COMPONENT � AREA COVERAGE _g° �� \ 69 _5>> c DECK 309sf HOUSE 763sf 8% ENCLOSED PORCH 187sf 2% \ EXISTING HOUSE TOTAL 950sf 10% 9'-7 \\ 67,_4„ 10 TO 3E REMOVED PROPOSED DEC SITE COVERAGE C> O . \ ,\O DECK COMPONENT AREA COVERAGE � HOUSE 89sf 1 ,289sf 13% C\ goo& 100 WETLANDS SETBACK DECKS & STAIRS 553sf 6% v 4- 74'—,3 \ TOTAL 1 ,842sf 19% m \G . � 0 O \ ,� 4 \ PROPOSED TOWN SITE COVERAGE O 0 \ ,\ \ , ; LANDSCAPE STEPS COMPONENT AREA COVERAGE HOUSE FROM DRIVE TO 1 ,289sf 13% �/ DECKS 488sf 5% °° \< X, \ ENTRY DECK TOTAL 1 ,777sf 18% ® ; ® RR TIE OR EQUIV. z z z z w PRO � � ENTRY DECK �� 0 0 0 0 PROJECT LIMITING FENCE 3'-10" U ALONG CONCRETE TROUGH , 0 90sf z z z z �'' PROPOSED �,o O .,� z w 0 0 0 0 AT EACH SIDE AND WOOD TA EDGING ADJACENT TO 65sf `� 2 STORY , ' s° ® � NEW 12 " STEP AT 0 z z z z JoQ Po _ BR U S E/ O� ! : \�, FRONT 0 N T PORCH BACKFILL WITH COARSE SAND AND GRAVEL m NON—TURF BUFFER AT WATER � SIDE ' 8 9 5/f G t GRADE EL. 10'1 w �o� �o;: ��J \� 8,0 ROOF AREA 1,596sf H \� FF / �� RAINFALL FROM 2" STORM SECOND FLOOR CI t;=_� . E. 15' _ cb 0 � �O ® p a / - 596sf=266cf 8 0 DRYWELL = 42.2cf/ft 0� p� FOOTPRINT �p \ ' NO FIRST FLOOR O / \w %' ..<``,.``` .o ® p ® , W ,� c� / - O/ \ \ 0 �� o o PROVIDE' O 8' Ox4R DEEP DRYWELL 0 10 GRADE Q; Q c� tet+ � OR PATIO/DECK BELOW (1) 8 Ox3 DEEP DRYWELL ® 8 GRADE ` NEW 12 WIDE 70 LONG EL. 4.6 RETAINING WALL FIRST FLOOR -/' - \\ ---,��' �\\� + HIGH SEASDNAL Q BUILDING -p ;' ,, \\ „---.- \ AX. HT 3.5 GROUNDWATER EL. 2.6' FOOTPRINT �0 � sig ` k{•. ,° \\ � -� ' \ \\ ��1i PARKING AREA PERVIOUS TYPICAL STORMWATER DRYWELL Z 15' �' -�1 \\,�_ �%�- \ \ ( GRAVEL) 0 .y'' �' 0 -� �\ \ \\ / NTSlx Q ZONE AE (EL.- 7) --- .-� - -- ----- �` \ STING 6 --.. F` A i' ----- ' .O --- SCWA MAIN LSI 0 � E - - I, > z ��' 1 `iQ \\ 5 \\l\ i, 1 NEW 12 WIDE 35LONG ! -,�- P I LLI Q --- �. Q SEP 2 7 2019 I— R ETA I N I N G WALL ______ �� _ u! —1 MAX HT 5 {' v / Z ¢ N STORMWATER \S _ °�� LOCKING COVER AT GRADE t � � O z DRYWELLS �� O �9/ a.a / FINISHED GRADE EL. 9.4f GRADE EL. 8.4'1 BACKFILL WITH (f � �� ' `� `O 12" MIN. CONCRETE CHIMNEY 0 MIN. RESIDENCE INV. EL. 8' 20• MIN. -8'0 O 00 0 SE rrl APPROX LOC m0 :; • � : ..,..::> 0— O� C� EXISTING SEPTIC O % ,�� --� � -- �N« •;. � + .: .. .._•..�• o � I- MIN. 4"0 CUTLET ® ® 0 O EN CLASS 2400 - Z MIN. 4"0 CLASS 2400 N OO PIPE OR — a PIPE OR EQUIV. 0 ® ® O TO BE ABANDONED \� \� EO PITCH D M PITCHED 1/8-/Fr. O O 0 W / �� 1/4" / FT. 4" EL. 6.9' a ® o m EL. 4.8 MIN. MIN. INV. EL. 7.4 •' f'' 4.6' MIN. EL. 6.8' -----7 _z 4"0 CROSSOVER PIPE BETWEEN RINGS 8" ABOVE BOTTOM z � P� Ov0� ek9 10'� N � HIGH� N GROUNDWATER SEASONAL CONCRETE SEPTIC TANK EL. 2.6' = Of/ S I TE P �°� �G 0.'� 1,250 GALLON MIN. CAPACITY CONCRETE LEACHING POOLS GO CSO TYPICAL SANITARY DISPOSAL SCALE 1 .• 10 / NTS Luw cy) F- m / ► . 00 NZ EXISTING ASPHALT 7 z �-p N Q CD DRIVE AND CURBING ~ � _ �' ''' 0 U TO BE REMOVE D UNA UTHORIZED ALTERATION OR ADDITION TO STAMPED DRA WINGS AND RELATED DOCUMENTS IS A VIOLATION OF SEC. 7209 OF THE �''° ssl° m Q < 0 N.Y.S. EDUCATIONLAW p