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HomeMy WebLinkAbout1000-10.-10-2 OFFICE LOCATION: � SOUTyO MAILING ADDRESS: Town Hall Annex �� l0 P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) G @ Telephone: 631765-1938 Southold, NY 11971 • �O P 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 Z&S CONTRACTING INC., c/o THOMAS SHILLO SCTM# 1000-10-10-2 J.M.O. Environmental Consulting on behalf of Z&S CONTRACTING INC., c/o THOMAS SHILLO requests a Wetland Permit to demolish existing single-family dwelling and detached garage; construct new 2,764sq.ft. single-family dwelling with attached garage and 602sq.ft. covered porch; abandon existing and install a new associated sanitary system landward of dwelling; construct a 417sq.ft. open terrace with stone on grade; construct a 204sq.ft. plunge pool with retaining wall on seaward side; and install a rain garden. Located: The Gloaming, Fishers Island. SCTM# 1000-10- 10-2 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 provided the following: 1. Require that the setback is established from the regulated natural feature to the structure/pool and not the property line. 2. Clarify the front yard setback and why the structure is proposed to be located more seaward than the existing house. 3. Clarify what drywell would be used for pool de-watering. 4. Is the dock structure shown on the survey correct? 5. Will the existing gravel drive remain? Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. D Town of Southold ❑ CLQ ❑ �. LWRP CONSISTENCY ASSESSMENT 1FO%M MAR 4 2016 Southold Town A. INSTRUCTIONS Planning Board I. All applicants for permits* including Town of Southold agencies, shall complete this CCAP for proposed actions that are subiect to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other infonnation used by a Town of Southold agency in making a determination of consistence. "Except inin0r exempt aCli0i75 iriC111dIr?g B21i1(11rkq 1'e171tits and other ministerial per•niits not located within the Coastal Erosion Hazarti.4rea. 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 t)cnrficial and a0�e-sc efti ct ion tfie cu ilial tirctt l rt high includes eilf of Southold'Yown . 3. If any question in Section C on this form is ans%Ncred "yes" or "no", then the proposed action will affect the achievement of the L% RP policy standaids and conditions contained in the consistenev review law. 'Thus, each answer utast be exolained in ktail listing both 5upportint, and non supporting facts. L an action caiuiot be certified as consistent with the LWRP policy standards and conditions,it shall not be undertaken. A copy of the UNRI' is available in the tolloxving places:'oaline at the To,.vn ofSouthold's website(southoldto%ixl.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Towel Clerk's office_ B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 1000-10-10-02 - PROJECT NAME Demo, of existing dwelling and construction of a new one The Application lias been submitted to (check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees Fil 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: -1 Nature and extent of action: LJ Please see attached Location of action: The _Gloamincr, Fishers Tsland___________ Site actcage: 0.47 Present land use: Existing single family daelling Present zoning classification: R-80 2. If an application fi r the proposed action has been filed with the To-%va of Southold agency, ihe'follovring information'shall be provided: r Thomas Shillo � covrk 'tt:.�� - /dc-, (a) itiatnc of applicant:_____ (b) Mailing address: P.O. Box 161 Fishers Tsland, N.Y. 06390-0161 (c) Telephone nuraabcr: Arca Code(' ). 788-7857 (d) Application number. if ani•: Will the action be directly undertaken. require funding, or approval by a state or federal agencN ? Yes ❑ No l • IJ�•es, w1liela state ct federal aou4ac:•? C. Evaluate the project to the follobing policies by analyzing how the project will further support or not support the policies. Provide all proposed Best :klanagernent Practices that will further each policy. Incomplete :ans-wers will require that the forin he returned for completion. DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the'rown 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 L�YRP Section, III-Policies; Page 2 for evaluation criteria. Yes ❑ No ❑ Not Applicable ---------The-site-is--cu-r-r-entl-y---deve-1-oped-IHouse,-qa-rage;--dock;1:--The---- —propoaal-_should-have--no-_nega tive--impacts-upon-_the--character_~^- of the community Midi additional shects if tiecessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See iLWRP Section III -Policies Pages 3 through b for evaluation criteria ❑ Yes ❑ No ❑ Not Applicable The project shall have no impact upon any historic or _ archaeological resources. It is felt that this p3o!P7 n is consistent lith this rnjicv Atracli additional sheets if necessary �'olicv 3. Enhance v1sral quahty and protect scenic resources throughout the town of Southold. See LNVI P Section HI—Policies Wages a trough 7 for eyalaRtion criteria Yes 0 Na ❑ Not The protect will have no impacts unon ariv to� -e-s I nor impact the visual quality cft1Le_Towna" Tt ;s ;Pl t hit thiq prnj eCt ].S ^.SSS-3,-st onw- 11-th PC),, i Attach add=itional she-ts ifnecessary ?-.4-TIMAL "COAST POLICIES u?oficy 4. ?M-nimi7e loss of life, sta' and re_gource5 f3 on-I flooding aid erosion. See LVvRP Section Hi—R aReies Pages 3 through 16 for e-aluation criteria yes 0 No 10 Not:SPL liea ale The project of adjacent properti�s� t' �� Ids rte-Ammar-e--- all he no lass cif ma-r no loss of publiv recreational resournRs Tim'-S project is consistent :a i th this policy Attarh additional stents ifnec,:ssary Policy 55. Protect and improve venter q alit~° and sr-R13-ply in the T ov-;,n of Southeid.See V:RF•>See$ion M —Policies Pages 16 throw 11 for ebfalIIatiou criteria i lx Yes 0 lid€e, a i lot Applicable 1 The project will: have no negative impacts upon the quality of or the auan.tif_r cif n-)iahl :a-F, Ti- i a felt i-hPt thi s Project is consistent -ith t?-sA5-p cv � Araea additional sheets if aecessa.l Policy 6. Protect and restore rhe qualiry asati functio.? of the To-;via of Southold ecosystems includint- Significant Coastal Fish and -Iffildl fe habitats and vvetlar:ds. :See LVV-3Ri?Sect-Iota LU-Policies; Pages 22 through 32'for e aluadon criteria. 2 es WO 11-4cw App ea a •s The project shall have no necat_,-e impacts upon the quality or function of anv wetlands - ecosyst-em= o- areas of Siam fi cart _Coastal Fish and Wildlife Habitats . it is felt that this project is consistent with this policy Asch additional sheets is accessai y !wvn i �. 4� �wX }LGL immix-rove 2 �= !?'nF {i5{ i(3• -h f t §'bu a 6� Yt� i rt T a Isi -`ovu e p--•-y z o-vv of uouttal .1.,w � !I, ` ������•sz J lYw,,.es 7-2 L_S c"3'c._gML°J`' _ r la"!.a.11le,:^`f3tiQJt 14 -151e Ell fires F � v 7 i�T='..i d:pi-tcabie- The project shall have no impact upon air cuality> Lt is felt that this' 2roj ect is co*-s_stent wi Lr th_s po i ic:T i AtIme aC4d1�dmal sheets Ifaccessary 1O3Cy %. R__i _3�� � al A_Cw;isG7teicidk mn selad iaemc % d hViard- US, t sub.S&A-me's auo_--t 4tes. ='T 5' 5PCJGae ;L _u117:de-fz> for ,a� til• ct�o-,,:fi€��..�' » !. �a .�. The project does not invol-ve the use c?f or the di- Sposal of solid waste or hazardous subs-Lances and wastes. Tt is felt than this. project is consisuent with this policy i. FITIBILLIC COAST PO,LICIES rt { '_ virid w pubc Le, SF m.. aa_ <i zlcv rim-tcz ; paufbR' tmCsss, and, pfubrir ; L fli �t�WS'F9� `e T�oTi—, c Smzt tld. -`.."--e-%��'a�i��GGA �� x 2 —8 tY'�"a u� "^-.ge—s S@ E$".:%'viugpk.• err�`B�G-?T^�RSTa^e?v� l The aro ect will have no _?road ugon ouolic access for and the recreational use of coastal rs public lands or the (,:u.11 c resources o' t-)e `o-,.n -L- is Zeit that this project is consiszenu -wit-__, this pcl cy M&-ach addii,1onal st—eets ifnc—ces-mary i 1'.'oRcy 10. Pra,wC:. cdfia WS 2sd -p-romUcaDZi cif a v wmt--r-deDc--,7&',gt uses la n 3�4r IE9 " - yv ac Co-i (i Cr 1� '-a -,)j . 1 7 i ��.,����+. moi• .,� a��'r.���yy�C"s'3e.pF�, - Yes Ej The project will have no i mnact upon Soy thold' s water-dependent uses of or thy citing eater-dependent uses in suitable location- J7- is felt that this project i s con"sister t. with this (Policy. Attach addidionai sheets if uecessar: i '��.`OKey, 22_ 1,prCIm*'wvd e Susta3i=ablu rise wlid�� ma-S-L-le- _'rs©'��`vG�€ i, �°'^-�g Lsdn—aj- So"a"p', fl-hePer-ame y lu�'S'�'u'•.��rc�uy..rsb�.��'r 'F? u--�,f�`L`er�. ��'•8v_.4;4rf��->�Cn _t3.? @a`, -F'4iiZ'a�s����:.E��t iia".i��2�.Tn1c' >,�.a��`a���`s�'°_'(it'ib1 y8•"i�ETG. 1- -yes !--,TO 0 -Not AvIclinpble f The project will have I"t_ O 1��7��L L��n� tl = c�7hc airai�1a_1Lgp—nf living marine resources it _�s felt the- h- -,ic consistent with this policy Attach additona!sheers iftecessan' i ©hour U2. ?' %Cie w; 1:=C'34-'n'?t 5ad -__ "`>ie rd4ii'= d3f wet .t.-.•`0��°• SCC�IOKI M, —POE -G-, b`F-,g 0 j)-es D rlia I�it)t a'-Wic-.'aiAs u t The Pr0•j 2ct Coe -nQt j n-y- l: - that this policv. is not applicable oitl o=itrt^n_i S project _oject 1 Armch atddi onal She--is if nem*sa y anmy 3_ 1rP.ropr ue€`,c uv� and %di;�ufi��e�U'��'r �a �.$+���; :.�a ? ?"�ar�c m a� ;;r I <� cam-I�' 1v`�tlam' -917, �+C''���3,-,- „� -65+th3-c-)ugr 6.2 SYS t�2�zac G^C :ie a2. ! 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VNE 77---,, SEE CH 112 I FOR nt-No SEE SEC m oS4ol 7 Mt.) 133 M R (C) w 55 39Ax 227 42 3.1 —FER- 4 14A(c) S.7 O3 9 3Atl) HENRYLFERGUSON MUSEUMGOOSE 126 &IA(C) 4 M(C) 2M� &IS 1i IIA(, o 136 1 26 GA Z3 WEST HARBOR 8m (GREAT HARBOR) 1 12 5 24 3A(C72 10 -oNs 1225 Vr 6 3M 1 132 Ip —11, 15 i2l 732 17� 125 HENRY L FERGUSON14 1 31 '123 MUSEUMSIL) 2.(.) 2 125 1121 29A 11 OA(d 17t 11 17E '4254° A 14 (6) 1214 -- ""ER BAY IRA 121 12 .4 1.2A(.) 72Z • 7 57A 0A 24A(c) '1211 SCC 3'5 s�A 2 1]Alc1Z 1218 1211 Im 14 Im 105 tzaA IIA F D 2 M(d 5 2,M 16A I i6 8 1219 123 I 22A 5A e 12- 59 1-4- 102 SEE SEC NO 130 io. IM 6 41 9 do rCEN7E 1N3 FOR nL NO SEE SEC NO iX&I JI RRY D 42 L ww SOUTHOLD OF SUFFOLK K .7 ✓cpRNOTICE IV�Iwl COUNTY E I Real Property Tax Service Agency Y oa9 010....... 0$2 (21) A l000 21 SILT FENCE ^ J DRAINAGE CALCULATIONS I � I,L , � � _j ROOF AREA = 2,766 SF \ \ I i WOVEN WIRE FENCE (MIN. 14 (II• �/ C DRIVEWAY AREA = 2,420 SF GAUGE W/ MAX. 6" MESH I / s= 00 REQUIRED = 5,186 SF X 1.0 X 2/12 = 865 CIF > i SPACING) I i� Q E RAIN GARDEN AREA = 530 SF X 0.5 DEPTH = 265 CF X o f 1p, Mq � �+ a' CO U � JCCN 1 C Q CENTER TO CENTER 36" MIN. LENGTH •� w U -a DRYWELLS I FENCE POSTS J� C Y o c 600 CF / 50.27 CF/VF = 11.93 VIF DRIVEN MIN. 16" �� \ LU .0 o USE THREE(3) - 8'0 X 4' DEEP DRY WELLS. iy INTO GROUND \ `-� Lm o = --- / , I \ Q SOIL CLASSIFICATIONS SINGLE FAMILY RESIDENCE W o U__.- � � I � --� � w MUNICIPAL WATER a; a; RpE - RVERHEAD AND PLYMOUTH VERY BOULDERY ON SITE SEPTIC SYSTEM - ; ��� \ Q � SOILS - 15-35% SLOPES �-- SINGLE FAMILY RESIDENCE - POLE , HEIGHT / C a> `D c\I >� n "' \ MUNICIPAL WATER -_ -�- #a4, 77 OF OF161 M N. / � ,� �, \ ON SITE SEPTIC SYSTEM _- , ��������y���������y�x<�x\ \ / / '-� (n > ° c N POLE ��� \ /\///�//��/ SITE �� �� a M M c00 o - --' #aao �OGL O� PAVEMENT I J IIS ' F ��0/ 6„ MIN. o�� �Q C (n co PROVIDE ' Z� c10 DISTRIBUTION BOX PERSPECTIVE VIEW U PROVIDE 2 R �I�)G (SEE DETAIL) -- F ca LEACHING POOLS 0RIv' � RAIN GARDEN (SEE DETAIL) N ��L POLE o (SEE DETAIL) O ONCR TE WOVEN WIRE FENCE (MIN. 14 � M.S. I #439 \ K � (FOUND) PROVIDE 1/2 GAUGE W/ MAX. 6" MESH APPRox MAr LOCATION _ \ CONCRETE SPACING) WITH FILTER CLOTH z PROVIDE 1" waT:.R\ SERVICE�� --�0" W \ \ WASHOUT PIT CONSTRUCTION ENTRANCE �� _ S 80 26, (SEE DETAIL) 36" MIN. FENCE POST o (SEE DETAIL) N � 0\ - �6\ HEDGE UNDISTURBED 20 / RodFEW, GROUND N: 1 165.:5 l W.-38.52 `�:<'<_ \ � 2, - \ \ PROVIDE 1,000 �' c., GALLON CED UIPLE y ° N / 22 �' I O �_ s, , - SEPTIC TANK COMPA T \//\ LOCATION MAP SCALE 1 "=400' i E TEMPORARY \ (SEE DETAIL) N�F EMBED FILTER CLOTH \\/\/\/\i w f STOCKPILE ,. S '_ A MIN. OF 6" IN GROUND AREA I w ,wEEPIN� PAUL F. TOMBARI PORCH I > v,I�Lov�' VACANT LAND 4» STONEPROPDRIVEi 1 .. SECTION VIEW 'I'_IT,w;>�\ a AND-PARKING `--' G ' w i --Y - u CONSTRUCTION SPECIFICATIONS 1. THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE , ' 2451 1. \\ �\ WOVEN WIRE FENCE TEESECURELY TOFENCE POSTS WI H INDICATED OEXTENSION OF THE USE BEYOND THE STESSHALL EITHER TYPE ED AGREED TO BETWEEN THE CLIENT AND THE SURVEYOR =- N O OR HARDWOOD. EXCEEDS THE SCOPE OF THE ENGAGEMENT. PLA �\ \ PROVIDE \ L4 A i `�__.�- ,`'ry.\ NEW WATER i - \ , 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH d Y `d 2. IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY ` ' / GARDEN \ �- TIES SPACED EVERY 24" AT TOP AND MID SECTION FENCE SHALL BE \� �\ 'SERVICE _, � \ � \ / ,' , -- I � � z WOVEN WIRE, 6" MAXIMUM MESH OPENING. � PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED 5'-0" \\ \ \\ / I LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. S� �\ \\ \ �'� i \'_._.__ � S o / 0 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY \ ES \ BULKHEAD , / lAP' / 3. ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND \ \ FR ORviTP,._. \ `� / 2 SHALL BE OVER-LAPPED BY SIX INCHES AND FOLDED FILTER CLOTH ❑❑ OO O ❑ `� \� I `\ BETE �" SHALL BE EITHER FILTER X, MIRAFI 100X, STABILNKA T140N, OR APPROVED SURVEYOR'S SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ❑❑ oa o ❑ I \\ \\ WAL oC' -v� <. ' / l;' (�OUNo) ��� EQUIVALENT. ARE THE PRODUCT OF THE LAND SURVEYOR. o❑°a 0 0 �a o� `� �. \ APPROXIMATE OQ OH,r.O G'o� - /� J/ / ❑❑ O � O ❑❑ `\ `\ �O, \ `� nTION Q�O� �� roroti 4. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, OR APPROVED 4. COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND �' �`�ry '� ��' �- �' " EQUIVALENT. GEODETIC SURVEY TRIANGULATION STATION "PROS" O❑ O E7:1 � ❑❑ \ \ \ STONE k Vw OD = �� � \�\ \� �jI''.' ¢ Q4 O ��' / �in`�\ 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL 0❑ 0 ❑❑ \ �? �� GRAVEL DRIVE t �� �� ' �% APPROXIMATE REMOVED WHEN BULGES' DEVELOP IN THE SILT FENCE. 5. SITE IS IN THE TOWN LO K 10, LLD, COUNTY OF SUFFOLK TAX a❑ 0 0 0 ❑❑ � �\\ � ` HIGH WATER MAP 1000, SECTION 10, BLOCK 10, LOT 02. 00 OHO OD AAPROX�N!ATE __ RAMP / 6. TOTAL AREA = 0.47f ACRES. JANE CHEMER'''NSKI, DIANE ` \1 oca o aLLoo ��\ i / / ��s 6 6 BLOMCUIST \� DRYWELL\ h \ 20 / r 1 --`-••- ,� / .' I ° ��-' 7. SITE IS LOCATED IN ZONING DISTRICT R-80. & JIMMY PRS"YBOROWSKI ` , SPR ` / / Q z SINGLE FAMILY RESIDENCE O o LEACHING POOL DETAIL S GRI , FIXED _j >_ NOT TO SCALE MUNICIPAL WATER �� i ` PILE ON SITE SEP 0C SYSTEM BUILDING `; l �� \ ` LX�S I i�/ / �, F- 0 = LD LLJ � SETBACK � \ \ � � / / LLL_ '^ Z PAD- A UNE (TYP.) O - Q STEPS DOCK d w O sTE 6 SECTIONS PROPOSED ROOF LEADER PROVIDE AND MAINTAINJ Q ' A _jz \ ��� `\ �� - I ,�' � � % RESIDENCE � v, CONTINUOUS LINE OF SILT FENCE \ �p \ \`. ' \ I _ '� / . / / w AND ESTABLISH AS LIMITS OF \ 9LF \\ '- i_ ° ( SURVEY CLOSING INE RAM ] W Q w to CLEARING, GRADING, AND GROUND DISTURBANCE �\ � / I l N 34'09'56'" E PILE a" PVC WYE LjJ 0 C _ F- V) 8'-6 �\\\�iLF` � ( // / 64.55' OVERFLOW Lli 0 w KNOCKOUT INLET AND \ 63.00 a" PVC CUT _ OUTLET OPENINGS `\ \ 66 t HIGH WATERS OVER DRYWELL \\ N�5.19 QO"E , / TO LENGTH MIN. 6" SOIL COVER PROVIDE 3 �\ INNER BAY f BLOCKS AND CATCH I--- DRY WELLS \ \� FILTER FABRIC BASIN GRATE 5 GRADE f (NEENAH R-2525-F) OR EQUAL \� BENCHMARK: DRILL HOLE LIMITS OF IMEST HARBOR RIBS INSIDE- (SEE DETAIL) ` EL=10.0 1 NGVD F'L000 ZONE \` AE 9 PER ` 90' BEND p p \\\ FIRM MAP \ N0� \ 6" SDR 35 PVC - 36103CM19H SLOPE AS REQUIRED O OO OO O m N THERE IS NO COASTAL EROSION 1" STONE OR o 0 0 0 HAZARD LINE IN THIS SECTION OF SCREENED GRAVEL THE INNER BAY OF WEST HARBOR 1' a' \ STORMWATER DRYWELL DETAIL 10' NOT TO SCALE i CAST CONCRETE COVERS \ m PLAN LEGEND V) o COVER LOCKING CASTING PROPERTY LINE z a TO GRADE TO GRADE ABUTTERS LINE -- � F DROP 'T' EDGE OF PAVEMENT w IS USED FINISHED GRADE EDGE OF GRAVEL ------------------- � CHIMNEY ���' EXISTING CONTOUR --- 20 --- 4 X 4 12.6/12.6 GA. WIR MESH STRAW BALE BINDER pP� 4" MINIMUM TOPSOIL & SEED. STONE WALL �,�, �' PROVIDE DEGRADABLE v X 20" 6 X 6 6/6 GA WIRE MESH PLASTIC LINING WIRE `.Z�, EROSION CONTROL MATTING RETAINING WALL ^ Q 20" 6'" NATIVE MATERIAL FOR STABILIZATION AS REQ'D FENCE X " w � min. (OPTIONAL) _ so. � TREE LINE � w INLET >r � Li ,�, 1 OVERHEAD WIRES o/w o 3" VENT�Q 3" VENT OUTLET OUTLET SECTION B-B � " " q`S�P�Q �G� a MAX, NOW OR FORMERLY N/F LIQUID LEVEL o a WOOD OR NOT TO SCALE METAL STAKES G,Q� UTILITY POLE f S O 1 4" OUTLET d To 18" MIN. OR TO SUITABLE BOUNDARY POINT ® o O ( CONTINUOUS HOT BAFFLE (2 PER BALE) tiF I�IJNI PERMEABLE SOIL MIXTURE ,. ,•: :. '.': ': ,• ;:' z 0 ASPHALT SEAL 40% SAND, 20-30% TOPSOIL, FREE DRAINING MATERIAL MERESTONE ■ I� LINED WITH - FI` �q'' & 30-40% COMPOST a 4" SCHEDULE #40 1/8 PVC _ TER F SEE PLANS INLET BAFFLE 60° GAS JII� 10' MIN. v I11 AgRI Q o 1'. 1 DEFLECTOR P B (d (JI B C �. RAIN GARDEN T T_. . . , . a a • a' (d (o CONSTRUCTION ENTRANCE NOT TO SCALE VARIES NOT TO SCALE 0 0 00 co 1.) CONTRACTOR MAY INCLUDE NATIVE SAba MATERIAL FROM EXCAVATION IN THE o cn o CROSS SECTION I� �� PERMEABLE SOIL MIXTURE. MATERIAL MUST BE EXCAVATED, MIXED WITH LOAM & COMPOST m I I N o ( �) Idl TO FORM A HOMOGENEOUS BLEND, AND REPLACED TO GRADE. O L'i LOCKING CASTING O o p _j TO GRADE PROPOSED GRADE 2.) PERMEABLE SOIL MIXTURE SHALL NOT BE COMPACTED AND THE ENTIRE WATER QUALITY '! ,? I �' Z z z Y 1000 GALLON PLASTIC STRAW BALE BASIN SHALL BE PROTECTED FROM HEAVY EQUIPMENT TRAFFIC THROUGHOUT CONSTRUCTION. Ir � Y 0 � u o LINING PLAN (TYP) I O w = p J 2 COMPARTMENT NOT TO SCALE ENDCAP NGTYPE DEVICES 3.) THE CONTRACTOR SHALL BE LIABLE FOR THE REPLACEMENT OF, THE PERMEABLE SOIL FEB 1 8 2016 j D_ m MIXTURE IF E&S CONTROLS ARE NOT INSTALLED & MAINTAINED AS INDICATED. DATE: 01/11/2016 SEPTIC TANK CONCRETE WASHOUT PIT NOT TO SCALE NOTES: MIN. 4' •" INLET 4.) SEED WITH RAIN GARDEN GRASS MIX (ERNMX-180-1) AS SUPPLIED BYERNST 2" MIN _ =. ABOVE CONSERVATION SEEDS INC. (800-873-3321) OR APPROVED EQUAL. SCALE: 1 20'�- j 1. DIMENSIONS SHOWN ARE FOR TYPICAL RESIDENTIAL OUTLET INVERT 2" MIN. CONSTRUCTION, LARGER PROJECTS OR PROJECTS REQUIRING PUMPS MUST BE SIZED ACCORDINGLY (7 GALLONS/TRUCK, TYPICAL PLANTING AND SEEDING FOR RAIN GARDEN AREAS: PROJECT: #2008810 QUALITY CONTROL CERTIFICATION 50 GALLONS/PUMP, PLUS MIN. 1' FREEBOARD). 1.) SEED MIX - NEW ENGLAND COASTAL SALT TOLERANT GRASS MIX, NEW ENGLAND GROUP REVIEWED DATE 2. CAPTURE MATERIAL AND LIQUIDS MUST BE REMOVED FROM BAFFLE REQUIRED WETLAND PLANTS, INC. PROJECT MANAGER PIT AND PROPERLY DISPOSED OF WHEN THE PIT REACHES IF INLET PITCH EXCEEDS 2.) MEDIUM SHRUB - BAYBERRY, MYRICA (MORELLA) PENSYLVANICA SURVEY 75% OF ITS CAPACITY. 1/2" PER FOOT 3.) MEDIUM SHRUB - SWEET PEPPERBUSH CLETHRA ALNIFOLIA 20 10 0 20 SHEET ENVIRONMENTAL 3. INSPECT PIT PRIOR TO EACH USE TO ENSURE CONTAINMENT 4.) LOW GROUNDCOVER - BEARBERRY ARCTOSTAPHYLOS UVA-URSI, iiiii CIVIL OF WASH WATER, TYPICAL DISTRIBUTION BOX 5.) MEDIUM GROUNDCOVER - SWEET FERN COMPTONIA PEREGRINA GRAPHIC SCALE IN FEET 1 OF 1 STRUCTURAL NOT TO SCALE ARCHITECTURAL