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1000-86.-2-1.2
SW/45, OFFICE LOCATION: °�®� x q MAILING ADDRESS: Town Hall Annex t' ` P.O. Box 1179 54375 State Route 25 41 t Oittfil Southold,NY 11971 (cor. Main Rd. &Youngs Ave.) t,,4*.i.kz!to"Southold, NY 11971 � elephone: 631 765-1938 ' 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 SCTM# 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 El 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 pool/deck 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 Town of Southold LWRP CONSISTENCY ASSESSMENT FORM J U N 0 9 2015 A. INSTRUCTIONS Southold Town Planning Board 1, All applicants for permits* including Town of Southold agencies, shall complete this LLAT 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 Southol• s website(southoldtown.northfork.net), the Board of Trustees Office,the Planning De..s ent, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION lia '_. 1., SCTM# 86 02 1.2 r'; AY 1 1 2015 PROJECT NAME JOHN FISCHETTI&DEBORAH DEAVER The Application has been submitted to(check appropriate response): � Town Board El Planning Board 111 Building Dept. ❑ Boa'a of ruste s I"1 ' 1. Category of Town of Southold agency action(check appropriate res e)(� (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: X Nature and extent of action: Existing residence to be renovated and added onto with a new first floor addition and new second floor addition.Existing waterside deck to be enlarged and added onto with a new swiming pool and new patio. Existing sanitary system to be replaced with a new sanitary system.New underground drywells to be installed for roof rainwater containment.Existing driveway to be removed and replaced with a new gravel driveway. Samuels and Steelman Architects 25235 Main Road, Cutchogue, NY 11935 May 26, 2015 RENOVATIONS &ADDITIONS TO FISCHETTI DEAVER RESIDENCE 2615 Wells Road, Peconic, NY 11957 SCTM# 1000-86-02-1.2 1 f PROJECT DESCRIPTION ' Project includes the renovation and addition of an xisting 3,074 square foot one stor c me residence. The height of the first floor shall be incre- •e =:=_._:: . •- .. econd1k Or shall be constructed. The foot print of the house will be enlarged by a 92 square foot addition to the west (road) side, together with a new covered porch with stone paving of 110 square feet, with steps to grade. A new stone paved-on-slab walkway of 380 square feet will connect the porch to the new permeable crushed stone driveway of 5,320 square feet, which replaces the existing poured concrete driveway of 2,831 square feet. The new driveway will have drainage per Town Code and the Town Engineer. . On the east (water) side of the house, the existing wood framed deck of 344 square feet will be expanded with new wood framed decking totaling 1,410 square feet, which will include new wood steps down to a stone-on-slab patio of 1,099 square feet, which will surround a new 20 foot by 40 foot gunite swimming pool, whose filtration system will not require a leaching pool for backwash. The pool will be surrounded by a four foot high metal fence to comply with the New York State Building Code for pool enclosure. The pool equipment will be located on the south side of the house, as will the new shallow sanitary system, which will have a septic tank and eight leaching pools, per requirements of the Suffolk County Dept. of Health Services. The existing two car detached garage of 1,097 square feet will remain. An existing shed of 288 square feet will be demolished. A ten foot wide non-turf buffer of approved planting w' be installed along the entire edge of the wetlands. There will be clearing of marked tree n area of new driveway. Toxic underbrush and trees under 4 inch caliper will be removed in south east corner of the property, and non-turf plantings added. 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 [1 No IX 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 fl No n Not Applicable Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III—Policies Pages 3 through 6 for evaluation criteria on Yes I i No X 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 P ] Yes ❑ No ❑ Not 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. 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 a Not Applicable Attach additional sheets if necessary Policy 5. 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 0 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. n n 1 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 LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. X Yes No 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 evaluation criteria. Yes [1 No 0 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. Yes0 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 In—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 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. X Yes No LI 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. El Yes n No El 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. X Yes n No n 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 Tom Samuels. 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SCALE JUNE6, 2014 3Q' JUNE 28, 2014 HOUSE, GARAGE & SHED = 4,616 sq. ft. AUG. 4, 2014 (RENSIONS) N 4,616/72,973 x 100 = 06% 1 IMPERVIOUS SURFACES = 4,524 sq. ft. . 4524/72,973 x 100 = 06% / ir,.,.., ,..: t::j 1-.: : ''',:: :._ 7:-.... 1, `''- j ; /, PIN 1 1 2015 VOA'E/LEE/V T, McGUIRE REVOCABLE T4UCERTIFIED TO: ST i .�? JOHN FISCHETTI 411 ,' ?" F/DELI TY NA 710NAL TITLE INSURANCE . S84'4'i'30"E 2' WELLS FARGO BANK, N.A. 128.07 //\ DEBORAH DEA VER / / / � \ c I �\ \ i I� \ ' I 1 IN r II \ I Wt 1 ` / u tS IRS �\ \ I \ / 1 \ I \ I. IOs ` I 1\ 1 \ 1.1.- \ ' \ \ \ \ \ \\ ,--- l� \ S \ / ( S6 \ / I I \ ` ----- \\�x F4' F -\ 4' \ , .\ \ \ X9,0 �g9' B1. . `� \ \ O S,s 0 \i. \` e\ o •\ M ope \ \\ ti CO POP N N J �k . \\ \ S ti u 'y. Q1ANK ���1 \�•• \ \ �t� [_] } 30.3 \�� \\ \\���`ppp��• r \ \ \ -.0 it 's r FR. GAT‘' `N r; /'` (,/\i" �c. / \ / til • , / / vna�s / Pp / ON' ,5 0 /'/ //•2 / CONC. / / / I /// // / I J�� AO 4- I UTILITY I // ^�V POLE - ' i / I / STONE 1 I A I ..• \T, 0 STATION (' r '>1 �.\ / \ bv-. Ri \\\ z 0STONON 0 �WqY \``` --__1\ </4 J / \ 11 \ -,► .6- —�\\ ., �\ \ 12:• 27 30' �` Cl CI Eli CI =3 En P3 36.2 lir iI11CA CO I + al iwGAR. i I IN �\ io F.F. 8.61' IIn = MEAN LOW TIDE I I m81.8' I I UTILITY 1 STY, HSE. / 1 1 + z POLE GAR. I m /i & n j I o�R F.F. 10.73' I 1 I ► 1 \hFga I I" , I 4 r 1 Y� . inks UPROP. I 7.8 , / I tD TANK O 1 / \\ ' / // 66s' \\ I N. I �/ I ao.z' 71' \\ ——}II' / 57.5' \ --5-/ I \ j 8 , I ZONE AEN \\\ �` I 1 1 (EL 6) \\ \Col I N 1 \,, * I O� r v `I �� Ilu F 4400 row isie $ \ ILIJ `° ` 6 _— \ I w i I Y . ZONE X 1 � m I � l � mIA1" I 196.18' / ' S84'56'50"W N/Ofl JOAN M. CON_ REVOCABLE TRUST ® - MONUMENT w; _—_: �r(.. <, \' \ 4 s WETLAND FLAGS f ANY ALTERATION OR ADDITION TO THIS SURVEY IS A WOLATION ," a,`'�;: ``y ►:fl� '„ . NO. 49618 OFSECTION 72090F THE NEW YORK STATE EDUCATION LAW. PECO /C,SURVEYOR , '.C. EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL CERTIFICATIONS AREA . 109159 SQ (631) 765:--5020-FAX (631) 765-1797 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF 9 P.O. BOX 909 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNATURE APPEARS HEREON. TO I' LINE 1230 TRAVELER STREET SOUTHOLD, N.Y. 11971 14-068 REVISIONS: LOT COVERAGE TABLE BUILDING WALL FF EL 10.73 FT TEST HOLE SITE D T5 / 21 / 15 SITE AREA TOTAL: I0Q,I51 sf GRADE LINE ELEVATION 8.0 FT. GRADE LINE SCTM # 1000-86-02-1.2 ± BY MARK McDONALD GEOSCIENCE '='�"�--•--� GRADE LINE ELEVATION 7.9 FT. ELEVATION F PROPERTY: 2615 WELLS ROAD 1 ' MIN. 2' MAX. ± 7.9 FT NO SCALE DATA ( 10- NEW YORK 11971 ADDRESS 2615 WELLS NY 11957 IF _` SITE AREA UPLAND FROM7 TEST HOLE DATA ( 10-15-14) ELEV +T II f TIDAL WETLAND BOUNDARY: 12,�f 13 sf TOP OF POOL 0.5 FT. DARK BROWN LOAM OL OWNER: JOHN FISCHETTI & DEBORAH DEAV 504E 63rd ST, APT. 23P A , Y 1 ' 2015 1 /4''/FT. - 1 /8"/FT. , 5.9 FT 2.5 FT. BROWN SILTY SANDY SM NEW YORK, NY 10065 r PROPOSED LANDSCAPED 1500 GAL 8'dia x 2'ht PALE BROWN FINE _ SITE: 109,159 sf = 2.51 ac L IE. +6.46 SEPTIC 6.1 FT. TO COARSE SAND SW m BUFFER AREA (10 ft wide): 1,525 sf IE. +6.26' TANK IE. +5.76' LEACHING BOT OF POOL ZONING: R-80 Lll IE. +5.57' POOL 3.9 FT SURVEYOR: PECONIC SURVEYORS STRUGTURES EXISTING PERCENTAGE PROPOSED PERCENTAGE 08 PO BOX 909 GROUND WATER +0.9' WATER IN PALE BROWN O HOUSE: 5,074 sf 4.21% 5,166 sf 4.33% 10' - r 18.66' 2' MIN 13 FT. FINE TO COARSE SAND SW S UTHO D, NY 11971 I Oaf�i sf I.SO% 6.1 FT BELOW SURFACE -WATER LICENSE # 49618 W GARAGE: I,O�i-1 sf I.'✓-C� SEPTIC PROFILE RESIDENCE DATED 6/6/14 = W SHED: 288 sf 0.5�% 0 0 ENCOUNTERED, ELEV +0.9 ui PORCH: 0 0 110 sf 0.15% (N.T.S.) H 0 Z DECKS: 344 sf 0.41% 1,410 sf I.c15% L • C ' T1 0 N lifi ' o ... PATIO: 547 sf 0.41% I Oc1a sf 1.50% RICHMOND CREEK F- co 1NALKINAY: 580 sf 0.52% 110 sf 0.23% DRIVEWAY 2,831 sf 3.81% 5,320 sf 1.201% 0) OG z III 12 3�2 5f I6.�5% PROPOSED HAY BALES SILT FENCE Lo 4a 0 , TOTAL: 8,361 Sf I I.4 EXISTING DILAPIDATED DOCK DURING CONSTRUCTION a4' c . " ND FROM TIDAL WETLANDS BOUNDARY \\ .SITE AREA UPLAND LANDWARD EDGE OF TIDAL WETLANDS AS . 0 ft (NYSDEG ADJACENT AREA AND TOWN OF SOUTHOLD LOW WATER MARK O DETERMINED BY SUFFOLK ENVIRONMENTAL SITE CONSULTING ON MAY 2014 \\ C..) w 4 IIM BUILDABLE LAND)" MEAN HIGH °� �; WATER MARK "" \ Og >00.. 1 I LANDSCAPED BUFFER: 11,200 SF, 15 FT (f) SO'39 52 L ---------L' 510. MIN WIDTH EXISTING PLANTS AND Z 31'42"W PROPOSED PLANT ADDITIONS NON 1115c>. \ , , \ ili ,,� <65FD. , k 1ITIE LINA_ )11 4- �_'_ TIE LINE TURF, NON FERTILIZED PLANTINGS: �a a \\\;' \\, 0 a �\ \-w, . •�� N PROPOSED POOL � � ��- �- 9� � s �:.;.\�:��. �. \ \�:. .. .�.. .. �. I 46 BEACH ORNAMENTAL GRASSES, ��a ;; ;;. . •`L 0 ENCLOSURE �- �, I �-_ « �- C: o� u S k `ilL ,l 1 y 11 \� HYDRANGEAS, PERENNIALS, BOXWOOD, ppey undia S p�• ��� �8• FENCING 4 FT HIGH/� - v 3IETLANPS '�'- - i BARBERRY ROSA N, ) OQ, �� I yL IL �L . SHORE JUNIPER, .eck Q 4 L L Oo, ,, , �� y :�\ k% RUGOSA, SPIRAEA, BEACH PLUM, INK AS, ,NN �-`- 1 Yu 1L \ \\ \;\:;: BERRY' mama MEAN HIGH � �-'- '�'i � �J1 _ �, . ��t3o?7'0 � \ ` 0 .:�.. . NOTES: y li L y \\ \\ \\ , \ \ \ k = _ ELEVATIONS CONTOURS ARE k . \ ` _ FLOOD ZONE LINE [.., WATER MARK _ \ k Yl_ /1L u .-... >>L \;'<ffLooD (TOP OF BA ;- REFERENCED TO NAVD 88 \ EXISTING TREES AND 4,-, '- O \�, ;``?', `' zoNE AE ! i \ \, FLOOD ZONE FROM FIRM MAP W Fli k % �L - \\ pnp lA -o kil _ ` . :;\,,?•,,,, Y bI / A �` VEGETATION, TO $E REMOVED NUMBER 36103G0162H �., w Lll I L o o O O 4 n .,, ,_. w ,i x \ ) O = WETLAND FLAGS ' C3 ligi 41 1.....' u �, \ 1 k .^.,� ��� - co - Q - QILI G,\ 1 \ - , - \ V/ ) co PROPOSED DRYWELL FOR X o �O �l� �° q� \` .'\ \ '� F� �•,OD ZONE LINE, t!' ' 'mA rer*'= Op O cT1 ,I.I\ ;{f f i� ( 0 iddd. Z / \;. `�" ROOF RUNOFF D SFT DIA x LANDWARD EDGE OF TIDAL WETLANDS AS '� ) \\v \ \' \ / ? ' ' \� o .� ' �� �� ., \ \h\ ,/ `' 4FT HIGH TYPICAL DETERMINED BY SUFFOLK ENVIRONMENTAL o \.;\ �, :. /o •.� , �� 0 ,/ % \ \ 2 \,, \ 1�- / � WETLANDS / __- _--_- - , _ T' / T`v�Y\ ; j C� CONSULTING ON MAY 2014 `' \ / 'li,_ h., ___ r Z / ,, YT o �� ' \\ \ i ;� a / ,WIMMING ��Fiu -� ,- W \� \ \\ .\ / ' / • I, 1 NEW �Jial...a. _ail) PROPOSED DRYWELL \\\a' �\;\ u 2 10 / "n POO 40 x 20 '�, / , FOR POOL EQUIPMENT LL. °- LANDSCAPED BUFFER: 11,200 SF, IS FT 1 � ' . MIN WIDTH, EXISTING PLANTS AND / �� ? i r�a� .�._------_. I (P DW) SFT DIA x •FT HIGH PROPOSED PLANT ADDITIONS NON 2 / \\ x``63_ '` 1�--_ / � 1 YV A\\ \ L- ' �n� FAL. Wim" EXISTING / '` TURF, NON FERTILIZED PLANTINGS: \ �\ \ X/ST/ J� )=1-T ' *io�'T DECK $e�'� EXIS - • - SYSTEM T, BEACH ORNAMENTAL GRASSES, >' \ ``\\\\ /- /.1 1 y SFS rE `'- - �. ' BE A=ANDONED AND FILLED I U: /D� a PROP HYDRANGEAS, PERENNIALS, SHORE \y \ �� _ "� • POOL I 4\ EXISTING DILAPIDATED ; JUNIPER, BARBERRY, ROSA RUGOSA, / �� � SHED TO BE REMOVED \�\', ,'l l --- rr _ �\ �„ I D I ® EQUIPMENT PRO'OSED NEW SEPT SP I RASA, BEACH PLUM, INK BERRY / \\�,\; \ k .a./ /I 4 e ss ' \\�, 1L !/ as' I OVATEDSIDI=NCE g \ FOR • 6 BEDROOM SIDENGE \� i \\ I \ i FP. 10.1'3 \ 20' - 150" GAL SEPTIC T• NK (ST) Cta Z• ,\. : \� '.` I taw�,{ZpvEL \ wnii I� ARKIAIr, ARA N XIlliteray SIDE - (8) % : - x 'IGH LEACHING POOL (LP) ��\fir , :o \\\\� :X15r1 �.;.,f - / , ,. YARD _ FUTURE LOCATION FOR (4) 8' DIA x 2' N a' " \ RRs I' ' {� .. _ :67---1-0-"K HIGH LEACHING POOL (EXP) \� ry0h,' ��> �� 4�/ ,� /I� �- .-{ •-'13��r- �,;c 'SI - �� � 'n --I �• o . vt. i / �.\ ,s.s36.2 ' f11 f I \ --- / AX ori 1 -- , \� < ,'�h rl6 ut _ / i ---/ �' g - (y� ! " I W J•• w z W x \ \\ \\ o�\,', 1NG 15T1 IZSN ). _ is it / I ,/ / ADDITION T• sem-IE rn.., i PROPOSED HAY $ALES W. v N w x .14. \\\ k \\ W psi_____--5-1114& n // 'r / / TING ENTRY ' 0 0 U O_ SILT FENCE DURING a N m \\ o 6/''' Pr \ RESIDENCE �.• KWAY rn 1 GONSTRUGTI ON aL O 2W• N = a \\ � -� \\� \ " _------ s. �� ...4'.--"� 1 \ )=W GRP' p S6'44'S2" - \ \� \ / ` DRIVE 'Y, kil z 0 n N/O/F JOAN M. GONDIT m M W -- 7 \a. \ ` / / -1,1 NEW 0 REVOCABLE TRUST a ~• " 3.60 �- \` \ as.2 PROPOSED HAY BALES-�,� / 1 / '. COVERED �_ \ 1Li. I \\ \ $ SILT FENCE DURING ' ./ PORCH N' k � \ \ CONSTRUCTION / , /' til 110 k k \ 11- I \\ \ y .� \ d 312.37' EXISTING DRIVEWAY J � ly )I 1 \�� \\ TO BE REMOVED �. \\ - - - ,�"' - ,_ I \\ I EXISTING PIERS `% '�/ ,. 1_ -�- NI \ / TO BE REMOV T ' 'QPOSED DRYWELL PROPOSED HAY BALES -NEV DRIVEWAY 2r- HSNbW d0 3 03 N5'03 1;4 W/ i FOR R•• "-- ' / \�\ � / TEST * SILT FENCE DURING ENTRY [..,,,, /� 10 ��, , _ ______ - % DW) SFT DIA x AL HOLE CONSTRUCTION NE HIGH TYPIC L o W !�\ / Za1• FLOOD ZONE / 6 EL +� c� �'Q Wo/F EILEEN T. MG6UIRE ----- --/ \\\ AE (EL 6) ''' REVOCABLE TRUST - ---- \ _ ''LOO•• UTILITY o� �� t P' ZONE X POLE 7A' is fir ::, ?} ,, N FLOOD ZONE LINE NEyy ° Vii. { � \ DRIVEWAY '" 1' �. i.� .Ctl D UTILITY ENTRY -_ / O A °POLE R '` ii3d7" ," '� `�I\ _ - / L L PROJECT NO: °o \ 1407 t� N \ _--- / • 2123' � \\✓/� DRAWN BY: UT "W N---kN11.3�'OO CHECKED BY: TCS -eA Al....\I,__________\iik ---------- • . DATE: ' • DRAINAGE CALCULATIONS 3 / 4 / 15 SCALE: AREA OF EXISTING RESIDENCE (DW-A) 1" = 30' - 0" DRY WELL AREA x RAINFALL x RUNOFF FACTOR SHEET TITLE: • (DW-A) 3,535 SF x (2/12 FT.) x 1.0 = 5610 CU. FT. USE: (4) 5' DIAMETER X 4' HIGH POOL (4) 5' STORM DRAIN RING�QU �D 6IS6 CU. FT. PROVIDED SITE 615.6 CU. FT. > 5c10 CU. FT. PLAN ' / AREA OF NEW DRIVEWAY (DW-B) Z -----11,ir SCALE: 1" = 30'-0" DRY WELL AREA x RAINFALL x RUNOFF FACTOR (DW-B) 5,2x5 SF x (2/12 FT.) x 0.1 = 618 CU. FT. USE: (3) 5' DIAMETER x 4' HIGH POOL USE: (2) 5' DIAMETER x 2' HIGH POOL SHEET NO: (5) 8' X 4' STORM DRAIN RING = 506.1 CU. FT. (2) 8' X 4' STORM DRAIN RING = 168.61 CU. FT. PROVIDED REQUIRED 615h CU. FT. > 618 CU. FT. sums W Vo iglialM Z ® 111 z ill Iii. t3 Cr) CO O W I:: it ® U C3 > z O J W _ oa Lil a- to 0 ------ --------__ N Z "14•14., / N\ 0 MEM MIMI Fri POOL 11414 1211 w R ® X Q Z 0 (i)J III UY) W I I W Um L ___._._ Immr 1111 ,<' ,I I _ 11111 - -—".. �� -_`- .- o5 Z Z. gill<<? . z u .. Y I N- r-, o •i�� r 0 1 � Q• m a Ai! i::�1=:� I I I - - - J C' G .^W. yit M. <> <> MI I NII „rigs I ■ �■.. I ' , n N Q I Iiir __i ® • i I J �� \_- I I ' , I I I W J• W Z 3 XX� n L.u- L i i :6• : __ \, )- . / .' \ IEEE I be(_ .:,;:;;1115 I 00RI I, .” r C QNo ,uj: " „i-x• ,,,-3 —;A I ::::11.1 MIlr/All —I— ipi 0 I— — H _I : 1-c__, I I I II I I \ l =J 1 1 II I I --c- ,i;, _,..ijur I. I .-----1 Iu) 0. IIII IP IalfHllfl 7.C. CCU __ - 0 0 - iiiiiiriE II I \\\ �i' II II : or I Iliiii II I ( H II II 111111111111u_:.:11r N / :I.s::! 1111 ■■..■■■■■■■. ..,_._; • ill MI I.� 11111•111111101 .1111rm1111aim M•AMIIIIIIMENI maw 11r11111' III y .11■�■■■■1111- 111.1■. 3 I ® 1111' I MEM= e Mr ■. II \s/ __.7; ■■■I :11: u.., 1111 �� � .11 II I _ 111111 = I �� I al i/ ii I �' �� v\ II I . 1::::::::=. L o Ii ) 1 • , ® l I--/ --,-- I .<> i�- - „ I I / `� c i I r 7 �� ` / -i—\ I \IllI' l ■ l \ i I I I I 'I I,......_ 1 - l/ 11 ,.....„.„._ PROJECT NO: 1407 DRAWN BY: TS SECOND FLOOR PLAN FIRST FLOOR PLAN CHECKED BY: DATE: 2/6/15 SCALE: 1/4" = 1' - 0" SHEET TITLE: PLANS SHEET NO: W Umil i 0 O I--- Z O LLII CI Immo UI) Cf) 0 W i•- ..... ce ilimi 0,C3 > Z �• _ as n.n cai.na � _41111111k O 111111111111. 1 „ INMOST/ , WPM, ' AVOW BEMW 41(17.A AIWIIIIIII Illh %k < 0 iIIIIIMNIIIIIIMIIIIIIIIIIIIII r_ W ............ I _ _ _ ..,.... . 3 iii CLMRFE 1 _ - - MIMI...1!!!O 111111==.111MMINNII i ..... W C11:1 I 2nd FLOOR ■■■ ■_ H . �■■■ ■■■ ■■■ I I IMMII : I I J U I I,�f_ 1 I I,I I I I ■■■ ■■■ ■■■ ■■■ A FM-1 -- _ 1111111 I TI-I I I ■■■ 1.11111.11. IftFun 1.0 W — � i�17 � � TI � iirlll�Ii � =' � Wi11i1i11i111in1i1mm211i1i�i�RM _ _ �� - re rsc•1o.7e E�. �� .� __------ MIMI Mill_IIII.111 M.1111 .. ..----- '4 111- 0•aa ca rase 1 Z 0 Ci) ..-.-va.-v --------- r ❖ ❖❖:❖:d❖ _ ..•:oo••.•oo••••o.•••:•• _ ------- --POOL _ EAST ELEVATION LLI -' - NORTH ELEVATION oaz• V/ Q• MG Q1 v u , tr CC .cl J C• 0 ix H 0 - m w W J • F Z Q z u. : W• Q� O� i W• " = M 0 < I . 0 - u)• 2nd PLR eZUJN• 2nd PUt OWN* - -Af Maligillanlit --- — — D Al MEL — IM — — mi.= hIPAIP. immiLW . . . Iii. 1... - . . . - M 1.11111.11. II i ...01•10M•Mr .lailiZiElli/MiP ,IMMINIMEIMII. IMirll 1.11111.111111.1 iii' iii 1111111111M WI I In =IIIIII ` NIII INIIIMIMINIMIIIIIIIIIMIIIIIMIIIMIll Will .-.. r- IIIII - .--,-.- .-,-- 2nd FLOOR MI I 111 LIIIII n IIIMIL- Ihi I 7-4 IIMM== I rlI�::I I.. ._-1=111111 _ _ ,., _ - = - ... - - __ _ i i _ H! _ 4 _ ,,, - PROJECT NO: 1407 I I �I1 "iI i�i�i�i�iti�i�i�i�iiui�i�ui�i�i�i ui ---- - — _ _ _ — — let�00.� -- --- MtRR«G18 1_ ---- ^❑ ❑ :_ DRAWN BY: MIL imilmilmommim ------- TS -- CHECKED BY: POOL ................. SOUTH ELEVATION - --° WEST ELEVATION ••- -- DATE: 2/6/15 SCALE: 1/4" = 1' - 0" SHEET TITLE: ELEVATIONS SHEET NO: