Loading...
HomeMy WebLinkAbout1000-111.-13-11 (2) OFFICE LOCATION: 0f soar- MAILING ADDRESS: Town Hall Annex 01 0 P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY 11971 • 0 Telephone: 631 765-1938 LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: Jandar ' 15, 2021, Re: LWRP Coastal Consistency Review for JANE G.WEILAND SCTM# 1000-111-13-11 En-Consultants on behalf of JANE G. WEILAND requests a Wetland Permit to demolish and remove existing cellar entrance and 60sq.ft. section of existing 1.5-story dwelling; construct additions and pIterations to existing 1.5-story dwelling, including 415sq.ft. second-floor dormer addition, 170sq.ft. second-story deck in place of portion of existing roofed-over porch, 60sq.ft. first floor addition beneath existing roofed-over porch, and 1,044sq.ft. one and two-story addition to south end of dwelling with attached 377sq.ft. raised patio and steps, 207sq.ft. deck, retaining wall, and 6'x9' roofed-over entry porch and steps with grade-level masonry path; maintain existing 5.6'x6.9' hot tub on roofed-over porch and 4'x6' outdoor shower on north side of house; install 500 gallon underground propane tank, underground utilities, and A/C unit on grade-level slab; remove existing septic system, install I/A sanitary system, and re-grade to accommodate new system using approximately 126 cubic yards of excavated on-site soil material and approximately 56 cubic yards of clean, "ratable" soil to be trucked in; install stormwater drainage system; install 6' high fencing along southerly . . property line; and establish and perpetually maintain a 10'wide, approximately 1,407sq.ft. non-turf buffer- adjacent to top of bluff to be planted with native vegetation. Located: 6485 Nassau Point Road, Cutchogue.• SCTM#: 1000-111-13-11 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 Policy Standards and therefore is CONSISTENT with the LWRP based on the following: 1. The ZBA issued a variance (7434) for the action on November 19, 2020. 2. The proposed additions are located further landward than the existing structure. 3. The proposed additions are not located within the FEMA Flood Zone. 4. The parcel is not located in the CEHA. 5. Mitigative actions to further LWRP policies 4, 5, and 6 are proposed. 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 Town of Southold --"-"- - LWRP CONSISTENCY ASSESSMENT FORM ! J, 11 14 J 2 � ��1 A. INSTRUCTIONS 1. All applicants for permits* including Town of Southold agencies, shall co letelthisr C�C , 'for proposed actions that are subject to the Town of Southold Waterfront Consistency Review aw. 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 nifg tcant beneficial and adverse effects upon the coastal area (which includes all of Southold Town). 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# 111 - 13 - 11 PROJECT NAME Jane G. Weiland The Application has been submitted to (check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees 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: Nature and extent of action: Demolish and remove existing cellar entrance and 60'sf section of existing 1.5-story dwelling;construct additions and alterations to existing 1.5-story dwelling,including 415 sf second-floor dormer addition, 170 sf second-story deck in place of portion of existing roofed-over porch, 60 sf first floor addition beneath existing roofed-over porch,and 1,044 sf one and two-story addition to south end of dwelling with attached 377 sf raised patio and steps,207 sf deck,retaining wall,and 6'x 9'roofed-over entry porch and steps with grade-level masonry path;'maintain existing 5.6'x 6.9'hot tub on roofed-over porch and 4'x 6' utdoor shower on north side of house; install 500-gallon undefground propane tank,underground utilities,and A/C unit on grade- el slab;remove existing septic system, install I/A-sanithry Ostem,a e- a to accommodate new system using approximat 126 cy of excavated on-site soil material and approximately_46-1cy of cle ,"ratable' soil to be trucked in stall stormwater ge system; install 6-high fencing alongsdu-therly property line; and establish k wi ,approximatel 407 sf no - rf buffer adjacent to top of bluff,to be planted with nide vegetation,all as depicted on the site plan prepared by Jeffrey T.Butler,P.E.,P.C.,last dated October 14,2020. Location of action: 6485 Nassau Point Road,Cutchogue Site acreage: 52,413 sf Present land use: Residential,single family dwelling 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 be provided: (a) Name of applicant: Jane G. Weiland (b) Mailing address: 45 Litchfield Road Port Washington,NY 11050 (c) Telephone number: Area Code 917-379-5647 (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. F-1 Yes ❑ No VN 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 ❑ Yes ❑ No ® Not Applicable 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 ❑ Yes ❑ No ® Not Applicable 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 ❑ Not Applicable The site is protected by a bulkhead and secondary retaining wall at the base of the bluff, the proposed additions will be situated in line with and or set farther back from the waterside edge of the existing dwelling; and a non-turf buffer to be planted with native vegetation will be established in place of existing lawn,all minimizing the risk of potential erosion damage,consistent with Policy 4. 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 ❑ Not Applicable See attached addendum. 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. ®Yes ❑ No ❑ Not Applicable LWRP CONSISTENCY ASSESSMENT FORM ADDENDUM FOR JANE G. WEILAND 6485 NASSAU POINT ROAD CUTCHOGUE,NY SCTM#1000-111-13-11 POLICIES 5 & 6 Consistent with the goals of Policies 5 and 6 of the Local Waterfront Revitalization Program and Chapter 275, Wetlands, the below plan features will mitigate potential project impacts and result in a net improvement to the physical and environmental conditions of the subject and adjacent lands, including an increase in the protection and improvement of groundwater and surface water quality and the protection and restoration of the adjacent bluff, shoreline, and tidal wetland ecosystem through enhanced treatment of septic waste; increased drainage capacity and decreased runoff potential; reduction of existing lawn area and potentially associated fertilizers, pesticides, and insecticides; and increased coverage by native vegetation that both enhances protection from bluff erosion and serves as a sink and filter for stormwater runoff and the contaminants potentially contained therein. a. The existing dwelling is located,33 fee from the top of bluff, and all proposed additions and alterations have been—c refully designed to remain in line with and/or farther landward so as not to create any additional encroachment on the bluff. The primary dwelling expansion, the one and two-story addition at the south end of the existing dwelling, for example, will be set back 17 feet farther and no less than 50 feet from the top of bluff. b. The nonconforming septic system consisting of a single cesspool will be removed and replaced with a low-nitrogen, I/A sanitary system located more than 100 feet from the bluff. Unlike conventional systems that are not designed or equipped to treat nutrients such as nitrogen, I/A systems are designed to significantly reduce nitrogen loading into the groundwater and ultimately surface waters. c. A stormwater drainage system consisting of roof gutters, leaders and drywells has been designed to capture and recharge roof runoff from both the existing and expanded dwelling and other developed surfaces, including the driveway, which will also be comprised of a pervious gravel surface. d. A 10' wide, approximately 1,407 sf non-turf buffer will be established adjacent to the top of bluff, which is to be planted with native vegetation. e. A project limiting fence will be installed to contain site disturbance and potential surface runoff during construction. See attached addendum. 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. ❑ Yes [:] No® Not Applicable 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 ❑ No ® 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. 1-1 Yes No® Not Applicable 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 ® Not Applicable 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. ❑ Yes ❑ No ® Not Applicable 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 ® Not Applicable 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 PREPARED BY LECoastal Management Specialist DATENovember23,2020 Robert E. Herrn Amended on 811105 ��''�a. � � g_ n q __.,�rB,,B _'.Q N _ _ ,.BA(c) � , LqY LB�e 4 Q � � 6 , `p ti yz,,� sem, •�® -�, z P' - '�•,�^s 37 � f 13I - v O __-�-_-2 °" 3 �j 0 '� '� NH�„ry�,•30��g a�� �' _-'�N , 4;7 etit I ", m ro a I e s fsCjd n +• �, �, .s' Kl �' a-. ro n H j_ - _ 52 co a na ro b O4b �' � ¢ .(Y b •-' ��-'�''<e0 - - ��-. ' • ro'� wa O tanCL- I e., e•1 n0 `4 --- e • � s ro �6' � yoet° , , Ktth• - _ '�_� 10 t5 1/ 1�A 122 °9 27 1�p. OID MENHADEN � B,, ® � \ - 171�s \ ,A IA(c) O '' O iy ne,a B m'- 9 s• m cm om m ,ate_ B `s �yy. oe , e� ._ o° a ta,_`_ 7.3 as .. l• 19- I H ° O 1 " ''+°� �' M w� a �' .•is'�',a ems ,y g �'• o - /'L9)•lyq�•8a��g�C�& � �� �� /_ ow R,t aw to �NG1� 2 ��.v - iii1"m ea s � Zt_ tzBn(c)-'Pc �, 19 ,9�� sN�\. i RS�ay B•4 i /a �• � _____ _______ t�CI ,5 ♦ em •�----'�� s 1,'', � * �Q Vie) b ' • ' - I '�` '�,'� ' v ,a ,la,' -m ,9 #A - 2BS S. N 309 f182 w -_ I �� ' ,77 • �� (S e'e 72w iSR(°) wm ,5 8 1 e' e,A ,1 x0 p ' - -1c) • 0 1,a� ��e"v-_i _.,4=;,ei 3w z ,u ow ,• s `� a e'°s ttis M s `°' a i �2a� ''`s s tom` ' Ifo \\ �� to e>,�-i - �'' - � fiP°I .°� 2d ), @ 'v ��.m vm •"' x, zs ��` a P" 5.4. S e• W ,I\ - `1°,' -l` _ 5 Z t 1A(c)a •�- 99 BAY tic) ZWQ 'Yt be M1 ao m <w i 17Are) 40 1-Wc) 30 f 1 I-wc) 6, P 14 om twA(c) 31 am m o \ 72W.) • °m 1® _9s a a'` ° wp a ® to _ A� /"- 2 FONPCL.NO AUf -as ., � SEESEC.NO. _2N o` \ O 80 • °' 0. iKTU --ZZ'---UNE- . tb \ m FO r s $ to O 9g -73•t) , �L = ..���:�.-� e,.... — --- --.m— w.ryuau. --n-- NOTICE COUNTY OF SUFFOLK © K to tpAaloc SOUTHOLD SECTION N0 w..,vawu. e t ___ � = •=}z , Q -- -- -- m �M .�� � FfealProperty Tax ServiceAgency Y e«cnrBI..n..a.xrtum •tEl taa - TMcs-_ - _ � a,.. _ -ma.rocr a000,�.,•,,_ _ �.S:xapP' *.w. SURVEY OF PROPERTY AT NASSAU POINT TOWN OF SOUTHOLD SUFFOLK COUNTY, N.Y. 1000-111 is u SCALA 1= 40' NO"SER 20, 2012 FEBRUARY 28, 2020 MAY 1, 2020 (REWWONS) LOT 44 SCTM# 1000-111-13-9 DWEWNG PUBUC WATER 3� vN LOT 45 ; SCTM# 1000-111-13-10 DWEWNG TIMBER & INTERLOCKING PUBUC WATER PVC PANEL RETAINING WALL ELI' 4 6'N TW 8.3' no/N►� AC UNITww- P� TW 12.5 ON PAD OVA 1 � "�x '38- 11 �\ % \m\\ ew 9.0Ski �n� �tp. ELEC. `E 5 d, 33.9 j 11��1x 4 METER R" st«'E ww 5.6 X 6.9 1 101 11 7��,2lrE .a P HOT TUB 1 1 N�' 1 IN 1 1 1 TW 12.4' W El EC. N -r-FLAGSTONE o 1 1 in 1 1 1 1 1 rr1 UNE SN, 4 & DIRT ;, �5 TOP OF F �'j j, i 1 1 11 1 1 1 BW 8.5 SCTM# 1000-111-13-05.3 EL=3sa' „reefl ' `� a FR• GA8 WALK °`��.4 N •_ X111 j j1 i i 111 CP ff.32.N �. N J N N _- 36 1 111 1� pIR51 LANDING DWEWNG CMF --�`.ypr. MAiKOUT ger W \, °' o rn� 5. RAISED K IVJbbp m PATI PUBUC WATER .9 34.43.4' GATE 11N11mi 7. EL 36.1' �� 9p 1' f N o 9.5 _-- X 1111 I�r11 1� 1 %- I I I 1 a 1 11 TW 12.5' WATER �� / �-py R/O PORCH -34--x n I I N I 1 i 1 j BW 8.2' METER � G��O -:�,---- 01 I,��I,," I IN11 j m 32- 11 1 1 11 1 1 p +29.2' N ptSE OR /�� LOS 46 +29.4'�� 1 1 1 1 1 1 rn i 1 I TIMBER do I RLOCKING PVC +28.3' -�� 11 1;1I, 1 PANEL BULKHEAD. MHWM SOUTHOLD TOWN LOT COVERAGE i 11 1 ALONG BULKHEAD rn 1 1 1 1 1 TW 12.4' 27.1' BW 8.8 BUILDABLE LAND AREA-36,702 sq.ft. (AREA 8.3' LANDWARD TOP OF BLUFF - 36,702 SO.FT.) (n _ 30-- IIIA►► HOUSE 1, U) i `�� _ '1 �O ` TOP OF 372 sq.ft N 1 w �� T 47 \ BLUFF 111 1 1 1 8.38'00 W �, -•26 ----' 1 ►t 88.24 PORCH = 438 sq.ft G r 1 1► 1 DOCK RAISED PATIO - 87 sq.ft. �� A ��__ ���2T'0'1 i 1 N SS GARAGE = 379 sq.ft. LOT 133 Q3 � \\ - i- 78 sq.ft 2,276/36,702 - 6.2.524 2�i AVE��251 ----- � TEST HOLE DATA SCTM# 1000-111-12-05.2 McDONALD GEOSCIENCE DWEWNG 1/09/2020 PUBUC WATER I G EL. 27.I' BROWN LOAM OL 0 BROWN CLAYEY 0I _ SAND SC 4. LOT 132 EL=26.1' i !a EL 26.4' �o NOV 3 0 PALE BROWN FINE SAND SP t LOT 48 77-i- 17' --17, SCTM# 1000-111-15-07 NOTE NO WATER ENCOUNTERED WUNNEWETq PUBUC WATER DWEWNG ELEVATIONS REFERENCED TO NA VV 88 RD, KEY 231. Q = REBAR ® = WELL A = STAKE ®WELL ® = TEST HOLE LOT 131 SCTM# 1000-111-15-06 ® = PIPE DWEWNG I� = MONUMENT WELL LOT 48 = WETLAND FLAG SCTM# 1000-1 NG 15-08.1 DWE c0.,) = U77UTY POLE PUBUC WATER TW 12.5' = TOP OF WALL o ew 8.2' = BOT OF WALL N OFNF-,'1ir` •ems LOT 130 $ '�� �� r< rC�O,$ SCTM# 1000-111-15-5.1 LOT NUMBERS REFER TO "AMENDED MAP A OF NASSAU DWEWNG POINT' FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE PUBUC WATER ON AUGUST 16, 1992 AS FILE NO. 156. ANY ALTERATION OR ADDITION TO THIS SURVEY IS A C :' 140LA7EDUCAON OF LAW. EXCEPT 09 POF THE NEWER SECTION YORK STATE AREA-52413 SO. FT. U 4' /'i AS 7209-SUBDIVISION 2. ALL CERTIFICATIONS HEREON ARE TO ME ONES N. C NO. 49618 PECONIC SURVEYORS, VAUD FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF P.O. BOOXX09 THE (631) 20 FAX ((63631) 765-1797 SURVEYOR WHOSE SIGNATURE APPEARS HEREON. 909 909 S , Y19THOLDN 171 112-273 N SITE PLAN 17365ED ON ORIGINAL SURVEY BY: N PECONIG SURVEYORS, P.G. PROP05ED I AND 2 51Y ADDITION5 TO EXISTING 1 1/2 51Y FRAME DWELLING m P.O.BOX 404 70 S 1230 TRAVELER STREET SOUTHOLD,N.Y. IlInI EXISTING 3 BEORM DR-6 MODIFICATIONS TO EX DWLG• PROPOSED: b BEDROOM n e o PHONE: (631)'7b5-5020,FAX(631)lb5-1191 TO BE MODIFIED •NEA REAR DORMER ADDITION FTPRNT: :1,044 SQ.FT. rn 4 o SURVEY CREATED: NOVEMBER 20,2012 EXISTING FOOTPRINT. f1,4015Q.FT. NEW UPPER LVL DECK TL PROP. FT PRNT: 12,451 50.FT. C, N LAST UPDATED: MAY I,2020 •ADDITION TO Ist FL,60 5Q.FT. 3 •REMOVAL FROM Ist FL,60 SQFT. (BASEMENT BELOW ADDITION) d SURVEYORS NOTES: Ex.DECK • LOT NUMBERS REFER TO 'AMENDED MAPA OF NASSAU POINT' EXISTING TIMBER AND Ca INTERLOGKIN,j PVG PANEL F= U FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE ON AUGUST Ib, PROPOSED AG UNIT ON P.G. SLAB, D)LKHEAD @ BOTTOM OF BLUFF `TW 8.3' 1442 A5 FILE NO.156. SEE SLAB DTL,DW6 5P4 I • ELEVATIONS REFER TO NAVD88 ����` 1, O 3 EXISTING PIEIGHBORING HALL, EL=38.q�� Q �x PROPOSED 7� \ TW 12.5' � a NO WELLS WITHIN U/G 500 GAL L.P. PROPANE TANK L30UTH OF EX. EVERGREENS E> tl� x�* 22 \\\ 150'OF PROPERTY EX. AG UNIT ON PAD f ' �- �I 6W O' 3 rl MAINTAIN ALL REQUIRED SEPARATION .� 38 * 01 1 t \24\ \ \I o � �u DISTANCES PER NPFA 58,LOCAL EX. FLA55TONE +33 * ++ 1 \ IH I y APPROVED CODES,RESULATION5 AND \ AND DIRT MAL = * + 1� 1 \ <6 PROP05ED NEW GENERATOR THE AUTHORITIE5 HAVING JURI5DIGTION. �c �� �✓ - O EX}{pT�g t + \ \ SEE ARCH FOR ADDITIONAL _ I 0 +, 1 1 120 LOT 45 INFORMATION EX.ROW OF EVERGREENS �� _ X �RPDF LVL pPVERS _' 5.6'x6.9'ON P+ \ ` \ 1 rn ` 0 SGTM 1000-111-15-10 lo EX. ELEG. /-/ MPII' o PROP,UPPED STY DORMER 30\ \ Q x rn 1 u pc 3_5 10'M{X A iooR E 3�.0, T X 445 SOFT. 1, 1 1 ' 1 fr1 DWELLING METER , MJBLIG WATER q 4 •QO LNC LES _ �X y -10 xM{N `SHW :''.,.•:.'•:.1.': ':: O I o PROP.UPPER LVL DECK 32 < IN PLACE OF EX.ROOFED 34 1 I 5 - o OVER PORCA 110 5Q.FT. 03 �O r�� -- o EX. I STY {0'{+UN i PRO • o 0 1 1/2 $1` ::':' o Ex. i + + + ' ' i93� I O N�8 _ FR. GARAGE x 13.6 D► :t :::::; . �rn SLATES 1 + + TW 12.4' `v LOCATION MAP: Mp IN 'n o j�36 + ' I BW 8.5' o p Coe WOOD i� 10 ✓ / p 10'Miµ (NO WORK) o EX a -X151'. (TO BE MW}l;TRl - .:t o RATIO /, + +- EXISTING I ai o cv N ry 0 / GF=326' w PATIO ti FF=37,0':::.:.:: `:. + + I LAfdDI11G -+ (') N07 70 SCALE Ems__ + - ` PROP. 15t FL ADOITIO EL=361' 34" ( / lJ" Tp s (NO WORK) SCTM# IDOO-III-13-05.3 �9 � � `-� �� -1- (.r• � y TO REMAIN ':•:• �?;. �� BENEATH EX.PORCH eX W X t- DWELLIN` c4 EL 36.1' GMF iB fi� " = 6o5QF • z PROPOSED LOT 46 e �'e Q oN: /N , m PUELIG WATER PROPOSED / PPR \ :.•.::� . .:.:. �� \a .� �- PROP•6x9 32 0 136 NOTE: :`...::::; •::.:;: . \ 34.4' Ex.�P + �-{ INNOVATIVE AND ALTERNATIVE ON SITE EROSION CONTROL MEASURE: < -ROOF®OVER SEE DEMO PLAN ' ': ::`'::': :::.::: + + I I (� ENTRY PORGH WU 9 FOR REMOV Ls + + I WASTEWATER TREATMENT SITE PLAN o PROVIDE SILT FENCE BARRIER y X32 EXI�C,WATER SERVICE EINL STEPS,(54 SGPT.) , I I 114 rn INSTALL PER DETAIL,SEE 5P4--�,+ / W w z 1355' 23 3' 2 g'�, ++� I 22 I x \ O \ 70 REMAIfJ(VERIFY f"m SEP w 30. f'' 0 32 Ii I �����_ SITUATE AT: N ADDITION + 116 I ZONING DISTRICT: R40 g�tz 11 9. a 1 24 I rn 64b5 NA55AU POINT ROAD CUTGHOGUE NY 3 rn 11N5 �ER 1„� geFZdIGE)y ADDITIONAL 1 eX15 J�RIFY ya �, 3 0 FF=31.o,2o15Q.FT. + * I ����� TOWN OF SOUTHOLD FLOOD ZONE: X EX.HATER W� k PERVIOUS GRAVEL PARKING {� AREA: 60, ' 336 l 26 DATUM: NAVD88 �. to ReMP �� z w• - � SUFFOLK COUNTY, NEW YORK METER To W / '3n Sa.FT. ;, s + +, �+ 20 TW 12.5' SGTM NO.: 1000-III-I3-II ,c AND MANEUVERING AREA I ` I { ` REMAIN q0� / �/ o \C,.0' + 28 x� AREA: 1,142 SQ.FT. nROPoSE� -30 h _- 30.0 ,Q + +o Bw 6.2' � STONE ENTRY PATH t7 �/ 3 w PPIOP05ED-A 32 1 I Co \ +o I I I I I _ _ _ N APPLICANT/OWNER: JANE WEILAND .� RAISED � +�+ y�1 y 1 32__ Xl K�X P } i Q� --�_ U6 2C,2't 1 q'\� TY VPD X + / .,� 2 , PATIO I I \F�E� �' ADDITION 1, 10.2' + + 1 00 EX.�RToo 30 ��- O� FF=3lA' 83 (3115Q.FTJ * � I I WETLAND AREA = SITE DATA: PROP05ED 3 0 vN �_, /� x28.1 0; +` x 6,432 SQ.FT.(0.1411 AG) 9 0 145' ER05ION CONTROL MEASURE: * * 1�-4I I TOTAL LOT AREA: 52,413 50.FT. (1.032 AG) TO TIE LINES -30 05�v / y 2b.3'x a' + AREA 5EAWARD OF AREA SEAWARD OF T.O. BLUFF: 15,711 SQ.FT. (03601 AG) TO TIE LINE PROVIDE A STABILIZED r� .•.•... .. . OP ExP� 21 �y� 30 x + + * 0 1 TOP OF BLUFF = 15,111 50.FT. CON5TRUCTION ENTRANCE, \ '� 'S P� \C"' I ) _ DP TH _� I 1 ' p BUILDABLE LAND: 36 02 50.FT. (08426 AG) L, y ::• x /� \ / -(O&215-1 21.1'X CROP. WD DECK y + + o (0.3601 AG)INSTALL PER DETAI SEE DWG SP4 ;�� \ X ('BUILDABLE LAND = LOT AREA AREA SEAWARD OF BLUFF) cf HFA.,`( K Clr(&.Cf IG 15.h'J% �D.EL.®3683' +++ I I WETLAND AREA: 6,432 50.17T. (0.1411 AG) TIE LINE TO M" PROPOSED \ x�X`x FJ ���/kms+ P I EX15TIN6 TIMBER AND (201 SQ.FTJ x X,tt \ J NTERLOGKIN6 PVC,PANEL 800 2 2 4480 811 STORM DRAINAGE LEACHING 5Y5. --x I �/ sT �, \ _ �x o BULKHEAD,MHWM ALONG 8'0x6'L.D.L.P.(SEE DW6 SPI FOR m\ �/ 0 � 4 �cf o� x28.1 ` �µ RRI X�X�X X +++ J J J TW 12 4' BULKHEAD LOT COVERAGE: m www.di netn cli.com / (g Q�� e 511'1 X t3L ) * * I I I or www call 11.com STORM DRAINAGE GALL.AND .P _ �,/ p P XIX TOP OP * *o I A• 0 _,�, �Bi^IB.g' EX. DWELLING 1,407 SQ.FT. � (for other states) STRUCTURE DETAIL AND REQMNS) � � �38q� S F��C/NS�\ C �y �QX 100, (OFFSET F In TW 8.3' EX. REAR R/0 PORCH 438 SQ.FT. ((`��'' I \nI EX. FRONT ENTRY PATIO 192 50.FT. • By law,excavators and contractors working in 6 PROPOSED M /rl/ - FKe�TFegR1�S/� $T STS �J \ ++ o too" - EX. GARAGE 319 150.FT. w (V the five boroughs of New York Cit and Nassau t� ER05ION CONTROL MEASURE: , p �/ Lr O k and Suffolk Counties on Lon Island must (7 /�/ ��' F� ��G �T PROPOSED 2c + + 1 I S�9' 38 t EX. OUTDOOR SHOWER 24 5Q FT 1r 9 LOT 133 PROVIDE FLUSH INLET PROTECTION / So' F \ + + + 1 EX. 2 a contact DigNet,1-800-272-4480 or 811,at least X Y / 14 Q 6• 4 TL. EX. LOT COVERAGE: 2 440 50.FT. 5GTh1# ID00-III-12-050 INSTALL PER DETAIL,SEE DW6 5P4 ,� .. STORM DRAINAGE LEAGHIN6 5Y5. EL= 1 DECK S 48 hours but no more than 10 working days V6 / :: (excluding weekends and legal holidays)prior DWELLING �� / 1 1 8'0x14'L.D.LP.(SEE DWG SPI FOR STORM 1 21.0' to beginning any mechanized digging or PUBLIG WATER U6 -- r 26 a \ ?6 DRAINAGE GALL. AND STRUCTURE DETAIL / 20 g�PIRS P/O EX. DWL6 TO BE REMOVED -60 50.FT. Q excavation work to ensure underground lines ` _2Y I eX DOGS X v0 AND REQUIREMENTS) 16y�BOR)fdb PROP. ADDITION BENEATH EX. PORCH ROOF 0 SQ.FT. NO WELLS WITHIN PROP. I AND 2 STY BLD6 ADDITIONS 1,044 50.FT. are marked.Excavators and contractors can � / PROPOSED UNDER6RND 6 X � /� o �CG 'cX,NE m also submit locate requests online,through 150'OF PROPERTY ITIC.If you do not currently use[TIC,please 28 POWER AND COMM. LINES FOGS pPSN I-WLL call 1-800-524-7803 for more Information. INSTALL IN COMMON UTILITY TRENCH / 0 e� S11d6 PROP. RF'D OVR FRONT ENTRY PORCH W/STEPS 54 50.E � X Z LL_ - (SEE TR.BJC+i DETAIL,THIS DWG) / 15 PROP. REAR DECK 201 50.FT. For safety reasons,homeowners are strongly / / • PROP. REAR PATIO ETI SQ.FT. O \ encouraged to call as well when planning any LOT 132 CSo PROPOSED All ON-SITE / i NET PROP05ED LOT COVERAGE: 1,622 50.FT. M type of digging on their property.Homeowners � SANITARY TREATMENT 5Y5. / / PROPOSED NON-TURF BUFFER F-�i = can contact 1, directly at 1-800-efore y80 or by PROPOSED O Q� FOR ADDITIONAL INFO SEE DWG SP2, fC�NG� i 10'WIDE 01,401 SQ.FTJ TO BE TL EX. AND PROPOSED LOT COVERA66 4,062 50.FT. (11.01%) • � W d) calling 811,the national call before you dig number.For excavation work completed on POWER AND GOMMUN16ATION 0/ I FOR SANITARY DETAILS SEE DW6 SP3 ,G� (D/ / �G� VEGETATED WITH NATIVE PLANTINGS E"'{ Q O personal property,it is the contractor's TAP POLE FOR CONNECTION TO POWER responsibility--NOT the homeowner's--to AND COMMUNICATION SERVICES,RUN Z. �. I PROPOSED RETAINING WALL n contact DigNet.Having utility lines marked prior UNDER 6ROLINID LINES IN COMMON TRENCH V ) �; NOT INTENDED TO RETAIN SEYIP,6E,MINIMUM 20' I O to digging is Tree of charge. PER P'ROVIDER'S REQUIREMENTS SEE ARCHITECSEPARATION T INFO.AND DESIGN REQUIPREMBy 5 � � � 1 NO WELLS WITHIN 1�•i - fi)3v ♦ I G // _ +Q i �� 150'OF PROPERT7 37 / / G V v PROP05ED AREA OF D151URBANGE: O � LOT 4 118;028 sa.Ft (0.413 �) w 0 1 .W 211 ����� POa� APPROX MATELY 26 CU.RYOS.OF EXGA ATEDI SOILON ASHAALL BE USED FORND FILL ITIEG: PROPOSED SITE PLAN FILV6RADING OF PROP05EDSANITARY SYSTEM(APART FROM LEAGHIN6 ENGINEER: _ V GOLLAR5). 5 ANDARRDS) FAN OR THE PURPOTED 156 SE OFOPROVIDINNGL��ABLE LEACHINP OR 9A BY GS ' OY T 6 �0 \ / / rIMHER d INTERLGGKIN6 PVC,PAPIEL 7� BULKHEAD 0 BOTTOM OF BLUFF 501L5 FOR BOTH THE PROP05ED SANITARY AND STORM WATER 5Y5TEM5 Q 'F 20 10 0 20 40 b0 SO I EL 2r,.T' \N /� GRAPHIC SCALE LE C1 LU 3g4•�B ��=3�4, � T" m �w PIPE LOCATION EX.AG ON PA UNIT f EC_x�X N\ \4 Bt EL. 2T.I 0.0 O GRADE ?��O os F1 ID / SYSTEM TO BEOF EX15TINO pABANDONED ITARY � N"��-- �'� -J 111 � �9 � - Brown loam(OL.) AR 349 � / LOT a5 FOR MORE INFO 5EE DW6 5P2 \ GREENS EL.26.6 OS OF_ 1 1� SGTP1u 10�O-III-13-10 ESR �.,r .• ' \ Kow o��,r---', WPuu ,1 0� 11 = Brow clayey sand(56) 7F:_r?T HOLE BtLLIN5 EX.ELEC. EXE f �-x � EX,SSUN� 1 o N < > q 1 ` 1 _ PERFORMED ON: 01-09-2020 PUBLIC WATER t IETER 3b•� 6 1 N� 1\ I EL.23.1' 4.0 JEFFREY T. BUTLER,P.E. O- �x�� �- - Ex ou�oR °, \ 1 1 III PERFORMED BY- McDONALD 6EO5GIEWE „Ec ._- _- o SNoR 10.1- BLUFF Brow 1 I I I I I Brown Fine Sand NO 6ROUNDWAT'ER ENGOUNTERE37 6 EL. 10.1 "ZQ w o EXISTING 11 (5P) J LOT 4 N7 g•36 �_ EX FR. GARAGE EX o 3 1 In 5rY 3 l 1 ' O WUN1`\1EWETA 5GTH� 1000-II1-15-01 EL v� EX.GP GF=32.8' rO FR OWL6LEGEND: Gh1F - t�VIO�� �A /N F w (TO BE 55' EY ViF- DWELLIN6 �2' EL. 10.1' 11.0'a2� MODIFIED) o PUBLIG WATER PROPERTY LINE EX15TIf�CONCRETE CUR13 TO BE REMOVED' E�f b PV �KZp a \, 3.4'GATE Q EL 36.1' AND EDGE OF DRIVEWAY TO BE RB^IORKEO, ���- 32-� �13 b' FF-310' q� - Y ROAD _ . . _ . . - . . _ 344' PRINCIPLE YD SETBACK SEE PROP.SITE PLAN',DW6 SPI / w EX. _ -MAIN r 6 Ups rn/ W , - SERV?O ra C1. - LL- 31 _q m I I 1 �'I ,��// O REMP � w � w 30.0 / L•- WALL PROP SANITARY PIPE -ssas EX.}NATER\ tR SER I J0 w ��� ,ZOO 1 DEMOL15HED OBJECT(TBR) METER TO V,yl �/ i s N5 ------------ REMAIN "3 / �� � {1 PARTIAL BUI�IL I c10 m � - (� � { DEMOLITION ` PROP.STORM DRAINAGE PIPE �3 we^ i`i' i / �p9 +242' III ` ` f� / U: a _i u5 •AREA TO BE REMOVED =bO 50.FT. ' 1 l LOT 131 PROP U/6 WATER SERVICE w w Al T eX.pERQRVW1( ` f�� /� e�'/_ •CELLAR ENTRANCE TO BE REMOVED o I ^~ < � (L SGTM# 1000-III-15-Ob \ 6RP� --_� / • I Q� IZ DWELLINO 1 HELL 231' EXISTING HATER MAIN w �,�, p- IS- ��----t�- X.DRIVEWAY TO BE FWrx�KFp cg �a W v, � � / SEE 'PROP.SITZ=PLAN,DHS SPI.• +28.3' �-: �� -'"' � � I � 1 -- - W 0 C Q < EXI5TIN6 OVERHEAD UTILITY LIFE: - - - - !i' 1{ TN I [-1 Z Q� Q 24'0 CAST IRON COVER FLOGKHART \ !o / 2a 2 I.I' ° III i-- FOUNDRY COMPANY PATTERN No.6128 PROP.U/6 ELEGTRICAI ICOMMUNIGATION � i f1 LOT 46 1 - \ 1 I I I 0 Z - SERVICE LIAEE S: E E y - V \ 2 I Q cfl cV �' OR EQUAL(ADJUST To FItN15H GRADE) \%9� (n � -- -' � EXISTING CONTOURS FINAL GRADE DRAINA6E STRUGTUIRE NOTE5: SEPARATION DISTANCE REQUIREMENTS m 'y / �Y, •SE BE REWORKED STORM DRAINAGE CALCULATION: PROPOSED SANITARY SYSTEM: HYDRO-ACTION - z 24" 1. LFAGI NN6 POOLS SHALL BE PRECAST CONC FOR 5TORMWATER LEA(ANO 5TRUGTURES AA OWT'S �� f-r 6' �� --� 11 � � P SITE r.----j ° " ': CEMENT 5TRUGTURE5 AS MANUFACTUREi�.BY O�TO GRADE (MAGI \ N_ �- � 6 •PLA O PROPOSED SITE AND 5P2 7 7 , AND PIPING(RESIDENTIAL): � ��,!� � � �� � '° '���� / � VOLUME=AREA x RAINFALL x CAEFFIGIBNT b"PIPE DIA,MIN. SUFFOLK PRECAST INC.OR EQUIVALENT. . COVER GRADE \' �� 11 % \ RAINFALL = 2' =0.161' O < V - SHOP DRAWINGS 50ALL BE 5IIBMITTED TO THE HORIZONTAL SEPARATION DISTANCES /II TV EXISTING UTILITY POLE TO BE REMOVED 28- titi`2T'o I I` COEFFICIENT OF ROOF,PATIO,DECK AND GRAVEL DRIVE = IA a lS� - O 1 IAS MIN.(A5 RE 2' TOWN ENGINEER FOR APPROVAL FOR STORM DRAINAGE LEACHING POOLS, LEACHING_ EXPANSION ►► 0.16w r PER UTILITY PROVIDERS REQUIREMENTS O � r PIPE: I :( x1`• :r I 2. ALL GONG C 4 NT U5ED IN THE PROPERTY LINE=5'MINIMUM POOL /� POOL/-` EXISTING SPOT ELEV: x6 0 r�2f � SO L < LL �I O HIGH DENSITY x T MANI,FAGTURIN6 OF PRECAST STRUGT.SHALL BUILDIN65 WITH CELLAR= 10'MINIMUM l,� > " / \�1rG/�2�j5' EXISTING DW-G E PROP. Ist AND 2nd STY BLDG ADDITIONS = 2,bBB 50.FT. Z l 1: 1 LP / 1 EXP ` EXISTING CONTOUR \ti\' G PROP.ROOFED OVER FRONT ENTRY PORCH = 54 SQ.FT. POLYETHYLENE(Fl7PE) I > �\ r ��I d H-20 8'THK TRAFFIC DEVELOP A MIN GOMPRE551VE STRENGTH OF BUILDIN65 ON SLAB = 5'MINIMUM TO BE REWORKED: O \ ZJ BEARJ�,SLAB 4000 PAL IN 28 DAYS. WATER SERVICE LINEALATFRALS/MAIN5= 10'MIN. �, \ -24 � - � � � PROP.REAR DECK= 201 SOFT. LL � ROOF LDR GOON= :,I C x` y 3. ALL DRAINAGE 5TRXrr,SHALL BE RAGED UNDER6R0l1ND UTILITIES=5'MINIMUM - ��`� / O AD C3 3. RA15ED PATIO = T►50 FT O b............ O Z 6'0 MIN IN ACCEPTABLE LEAGHIN6 SOILS(SP OR SW), SANITARY SEPTIC,TANK= 20'MINIMUM TEST HOLE 1 i NET PROPOSED= 3,52b SOFT. y1 IN THE EVENT POOR LEACHING MATERIAL 15 SANITARY LEAGHIN6 POOL=20'MINIMUM EXI5TIN6 CONTOUR � `O m 4' 4' WRAP WITH 6oz.(MIN) ENCOUNTERED,EXCAVATION 15 TO BE PUMP STATION = 20'MNtLIMUM `6_ 1 / PROP. ADDITIONAL PERVIOUS 6RAVEL DRIVE/PARKING AREA = 1)42 5Q.FT. Q NONWOVEN 6EOTE MLE CONTINUED TO SUITABLE MATERIAL AND BALK MANHOLE = 20'MINIMUM FINISHED FLOOR ELEV FFL.EL = (FILTER FABRIC) FILLED A5 DETAILED. PRIVATE WELLS= 50'MINIMUM GARAGE FLOOR ELEV 6FLEL.= PROP.CONTOUR. (( ` ` PROPOSED m v I � W � 1 � Vv � E BUILDING ADDITIONS,PORCH.DECK AND PATIO AREA: �--� 4.USE 15'DIA CORRL16ATE-ID H16H DEN5ITY RETAINING WALLS = 10'MINIMUM W v ALL WALLSECTIONS d \ G / 3,526 S.F.x 0.167 x ID = 58864 C11.FT. � si 3'MIN I I' 3'MIN TOPS SHALL 8E SET IN POLYETHYLENE(HDPE)HEAVY DUTY PIPE FUEL 5TORA6E TANKS(BELOW 6ROU0 = 20'MIN EATING UTILITY POLE 5TORA6E VOLUME REQUIRED = 58G CU.FT. N A BED OF MORTAR FOR INTERCONNECTION OF ON-SITE STORM PROP.SPOT ELEV.: 8.0 PU5L1,WATER " USE: I -8'0x14'LIQ.OP.LEAGHIN6 POOL t WATER LEACHING POOLS HORIZONTAL SEPARATION DISTANCES FOR STORM LOT 132 O LOT 47 F STORA6E VOLUME PROVIDED = 591 CUFT. PAGE: 5'DIAMETER USE b"SDR 35 TO CONNECT DO46POUT5 TO DRAINAGE NON-LEAGHIN6 5TRUGTURE5: 5,TM4 z SELECT GRANULAR SOIL ORAINA6E SYSTEM AS SHOWN. PITCH AT WATER SERVICE LINE5ALATERAL5/MAIN5 =5MIN PROPOSED STORM DRAINAGE SI'MRRE•5: oao III 12-05 2 Q 1 _ \�\.\N�,�0 ' PROPOSED ADDITIONAL PERVIOUS GRAVEL DRIVElPARKING AREA: z 1 EXCAVATION AND BACKFILL WITH ACCEPTABLE BACKFILL FOR PERIPHERY I/8'PER FOOT MIN.IN OF UNDER6ROUNO UTILITIES =5'MINIMUM STORMWATER LEAGHIN6 POOL �5D \ 6 26 -� PARTIAL SITE PLAN - DEMO 1,142 S.F.x O.Ibl x 1.0 = Ig0.11 CUFT. 1 m LEAGHIN6 MATERIAL(5EE NOTE$5) AND BOTTOM LF_AGFHN6 LPACFIIH6 FOOLS.PROVIDE BOOT / `\ 1 I 56 STORAGE VOLUME REQUIRED = 141 CU.FT. u 6ROUND WATER 15EE NOTE#5) CONNEGTION TO DOWNSPOUT• VERTICAL SEPARATION 015TANCE5 FOR 5TORM (SEE DWG.FOR COVER RE0IMT5) ` � � G P U� USE: I -8'0x6'LIQ.DP.LEACHING POOL A.HDPE PIPE 5PEGIFIGATION(AA51-ITO M-244) DRAINAGE LINES / V QC B. IN5TALL'N OF HDPE 5PE6.(A5TM 0-2321) WATER SERVICE LINES = 18'MINIMUM O OPEN COVER TO GRADE STORAGE VOLUME PROVIDED = 253 GUFT. STORMWATER LEACHING POOL TYP DTL G.KATER416HT JOINT TESTING 5PE6.(A5TM SANITARY WA5TE LINES= 18'MINIMUM O SOLID DOVER TO 6RADEEL 26.1' �/ EL 26.4' PIPE 30 15 0 30 60 40 TL CONTAINMENT VOLUME REQUIRED: 180 GU.FT. � spi D-3212) %SOLID COVER BELOW 6RADE Flip 30 CONTAINMENT VOLUME PROVIDED: 844 CU.FT. NOT TO SCALE D.GASKET SPECIFICATION(A5TM F-471) 6RAPHIC 56ALE 1" _ 30'-0' SEE STORM WATER LEACHING POOL DETAIL,THI5 DW6 of 4 I o ABANDONMENT BY REMOVAL: M d SANITARY SITE PLAN EXI517.SYSTEM PE51DUUAL TSEWAGE WASTES BA LICEGD • LICENSED 5 REMOVING THE ENTIRE STRUGTURE(5) A N cv EXISTING CONDITIONS WASTE HAULER, , TIMBER 8 INTERLOCKING PVC,PANEL PROPERTY LINE PROP05ED SANITARY SYSTEM: HYDRO-ACTIO � BAGKFILLIN6 WITH 51JITA13LE SAND AND 6RAVEL AA OWT5 a BULKHEAD @ BOTTOM OF BLUFF PRINCIPLE YD SETBACK - - - • D COVER TO GRADE ��� MATERIAL,AND PROPERLY COMPACTING. pE � , \` O� ►� N CN� COVER BLW GRADE , TW 8.3' �f PROP SANITARY PIPE -� ssss75 NO 1�1S WITHIN 150' �� TW 12.5' LAC IN6_ EXPAN510H 75 OF PROPERTY FK AG UNIT 344 EL=3ax,� N BW RO' DEMOLISHED OBJECT(TBW / I PD01 30 15 0 30 60 L4CAT14�1 GU PAP ey FE �X' � ` �`� �a ` � ----------------- tLP `: GRAPHIC, SCALE is _ �'-0" OF EXISTING SANITARY " 38 '1 \9\ \9 PROP.STORM DRAINAGE PIPE �/ I EXP I ,ir t •:,.,' SYSTEM TO BE ABANDON® LOT 45 \ - f - � 11` \\Q�\ o 4 PROP U/6 WATER SERVILE w w w STORM DRAINAGE STRllGTURES: FOR MORE INFO SEE DW6 5P2 <FFE _ � .1 5GTM> 1000-III-13-10 pF EVES r -- ��LL '� 1 i O ROW yT0 E r 1 1 o I W 5TORMWATER LEACHING POOL -5D k x DWELLING EX ELEG. EX'-�"�� � ��' �' ' G 3'o o \1\ r EXISTING WATER MAIN / I PUBLIC,HATER METEP frl "` -// (5E7=DWG.FOR COVER REQTITS) 1 1� Ex xjV �S O. EL .^ �-` �y. TOP OF a EXISTING OVERHEAD UTILITY LINE: - Q - p 1 " SNOy�R �, ' 1 BLUFF " 1 I -° - - O OPEN COVER TO GRADE a,3 w \ ? EXISTING f 1° `9 I 1 I TD4BN 125' 0 SOLID COVER TO GRADE 6 r- EX.FR o b �g N nP - �) �' 6ARASE Ex. p o__ 13 1 1/2 STY 0 36 ' 1 I BN 85' b PROP.U/6 ELEGTMCAL/GOMMUNICATION EL o 1 A1IGiNr� L=J SERVICE LINES: E E E E (TO BEc35 CA. GITF �O� �� � EX.GP GF=32.8' ro� "' F72 DWLG �s \ E/y�D y-(P�R � � �: SOLID COVER BELOW GRADE o_ 5GTM# 1000-III-13-053 a7' \ EO n MODIFIED) TESTHOIE X32- - rn ANIS FLOOR ELEVATION FF= DWELLING � pT"�0� gE�fi-� I_ 34'134 GATE d- 0 EXISTING CONCRETE CURB TO BE REMOVED FXV KT0- J FF=3I.O' r, EXISTING UTILITY POLE `Q PUBLIC WATEP �- `' -�-�'�` '2- � I 34.4' c'' _ � AND EV6E OF DRIVEWAY TO BE REWORKED, I I I I I' CZ 6ARA6E FLOOR E.EVATION 6F = FL 36.1' DW6 SPI '_..-�w Ex. 6 0 \ SEE PROP.SITE PLAN, �^SER ti, n o' - -wdi- _ ;� 300 � ° m � � I � EXISTING coNra)R _ ---- LOCATION MAP: Ex HATER f0 e,�fd �' o -- LOT 133 3 x �tiR� w/ C1% - TI ,� I IN 125' EXISTING Ory O g N METER TD w R // i / _ I 1 I SPOT ELEVATION x6.0 PROP05ED CONTOUR. \ PEMAIN J t I ( , 1 1 Bw a 2' NOT TO SCALE NO WELLS WITHIN 150 wM / ' g2 -- / �� 1 PARTIAL B IL IN 32 _ rn° PROPOSED 8 '� OF PROPERTY / Z 6RF� ) p �1 I l 1 ' 1 ' - W SPOT ELEVATION xQ.O G S $ ! EMOLITION +24.2' j U; s>01� // �/-' SII • AREA TO BE REMOVED =60 SQFT. I Co PROPOSED Q / p�Y •CELLAR ENTRANCE TO BE REMOVED � Q EX.PtiR ,0 ` rte/ / / o L�-- �-EXISTING TIMBER d INTERLOCKING 7RIVEWAY TO BE REWORKED �g � l I PVC,PANEL BULKHEAD.MHIAM ALONG INNOVATIVE AND ALTERNATIVE ON-SITE SEE pROP•SITE PLAN',DING,SPI , N �' - I 1 \1 BULKHEAD WASTEWATER TREATMENT SITE PLAN y /I' ��... 2;1'- - i 1 i > > 51TUATE AT: ZONING 015TRIGT: R40 5EPARATION 015TANGE �� � LOT 46 TW 12.4' 6485 NASSAU POINT ROAD GU CHOGUE, NY FLOOD ZONE: 'X' REQ'MT5 FOR SANITARY a _ _ - EXI5TING CONTOURS --30 2� I I Bw 8b, n{83 TOWN OF SOUTHOLD DATUM: NAVD88 oT •TO BE REWORKED ° � I I SUFFOLK COUNTY, NEW YORK LEACHING STRUCTURES (RESIDENTIA / I I „ rr 0 5I 0 W SGTM NO.: 1000-III-I3-II MINIMUM HORIZONTAL SEPARATION DI5Ti4NGE5, 1, - ..... ................ PLANS,DWG SPI AND 5P2 / 1 1 g�3a A.BUILDING W/CELLAR = 10'-0" G rr -/ r! 1 I a S7 86.24. �^ B.BUILDING ON SLAB = 10'-0' / �0 o d cl G.PORCHES,DECKS,HOUSE OVERHANlGEXISTING UTILITY POLE TO BE REMOVED S, r► TO _ 1�_ _ EI=2 1 5Zp.1R5 APPLICANT /OWNER: JANE WETLAND /�yaF r ` I CANTILEVERS,ETC = 5-0 -� ►I Oli3 PER UTILITY PROVIDERS RE(2UIREMENT5 �15< OGK EX'p D.WATER LINES = 10'-0" \ E.SURFACE WATER(WETLANDS) = l0o'-0" _ - `° \N�/2�� SITE DATA: F.PUBLIC,WELL= 200'-0" I5 1 O \ _24 � � / P� _ \2 TOTAL LOT AREA: 52,413 SQ.FT. (1.032 AG) TO TIE LINES G.PRIVATE HELL = loo /150 H. RET.WALL lWTIRPROFF) = IO'-0' 2 / G �� / NO WELL5 WITHIN 150 AREA SEAWARD OF T.O. BLUFF: 15,711 SQ.FT. (0.3607 AG) TO TIE LINE J.U162 FUEL TANKS = l0'-0" �-A \ / of QTY BUILDABLE LAND: 36,102 50.FT. (0.8426 AG) K.U/6 UTILITIES = 5-0" PROP05E2 160 2 5W ADDITIONS TO EXISTING 1 1/2 5TY FRAME PHELLING (BUILDABLE LAND = LOT AREA - AREA SEAWARD OF BLUFF) L. ROAD STORM DRAINS OR / WETLAND AREA: 6,432 SQ.FT. (0.1471 A() TIE LINE TO MHWM RECHARGE BASINS = 20'-0' p ¢ M.ON-SITE STORM DRAINS OR (J�\�` I / ` `Fj EXISTING 3 BEDRM DWL6 MODIFICATIONS TO EX OHL& PROPOSED: 6 BEDROOM V TO BE MODIFIED •NEM REAR DORMER RECHARGE BASINS = 10'-0 v' I �� I \`- / / �� EXI5TIN6 FOOTPRINT, :1,407 SOFT. •NEW UPPADDITION FTPRNT: 11,044 50.FT. SUBJECT ER LVL DECK ECT PROPERTY CURRENTLY: r l m N.CATCH BASINS,NON-LEACHING = 10-0 PHELLJNG / TL PROP. FT PRINT: 12451 SQ.FT. U m N. SAN. LEASHING POOLS = 8'-0" PUBLIC HATER •ADDITION TO Ist FL,60 SaFT. NO UNDER6ROUND STORA6E TANKS EXIST • P.PROPERTY LINES = 5'-0' LOT 132 O LOT 47 / • REMOVAL FROM Ist FL,bO SQ.FT. (BASEMENT BELOW ADDITION) �O a TOP OF EMBANKMENT OR STEEP SLOPE 5,;TM4 (15%SLOPE OR 6REAT� = 25'-0" oon 111 12-05.2 �Q ' I _ ` t\-V '00 _ NO URAAGE ST SYSTEM: _ _ NO STORM DRAINAGE STRUCTURES EXIST ON THIS SITE. NO PROPOSED DRAINAGE � N R BLUFF= 65'-0' 1 56626 /f 3 F�NE 1 1- 5.5EPTIG TANK PUMP STA,GREASE TRAP / (�� P� USG �,,, COMPONENT WILL BE PLACED WITHIN 20'OF PROPOSED SANITARY STRUCTURES {' • OR MANHOLE = 8'-0" \ -� P O I SANITARY 5Y5TEM: Q-+ - � PRO ••�� EXISTING SANITARY SYSTEM SHALL BE ABANDONED BY REMOVAL. m T.SWIMMING POOL = 20'-0' 1 / �V• `O U.DECK/RAMP=5'-0' EL 2 4' EL=2bT ��_ E N r7O0 6P� lO, MIN �, y y X 914 0 FW / ° 10' MiN ��, Tp K DO EX15TING � � �� - w my- X EXISTING LP �� v z < -PROPOSE-[)- .z• 6' I I/2 STORY FRAME ••�.'� .'.•' �. 'o rn �_� 15TM0 REMAFR RAGE \ I� 13 DWELLING ��,: `36- - _ [ 4 x Z W NEW GENERATOR IN SEE ARGH FOR ADDITIONAL e '� �1� (TO BE MODIFIED, .:., o _!� PROP. UPPER STYLOT -3f Oc1a INFORMATION (DRY BLDG - NO WORK) SCTw l000�I 15 oT 6F=32.b' EX EXISTING 6 (SEE DEMOLITION PLAN)'. .' .'. .•. DORMER ADDITION, W U N N E W E TA RD. j G pw� F PATIO FIF=31.0' 428 SQ.FT. O < A \ DVIELLII I6 RELIC,HATER ro�� TO REMAIN lo.o -A PROP. UPPER LVL DECK 1JPif- / 187, M��N MO WORK) '•' • '.1IN PLACE OF EX. ROOFED Rp,�lU9 PROM PR PRnN1 OVER PORCH, 170 SQ.FT. �•i O 0 P P 150 = X X o 13 ��•a PROP. 1St FL ADDITION W N m - --� BENEATH EX. R/O PORCH,60 5Q.FT, E20 NOTE: 34.4' SEE DEMO PLAN FOR •' •.• �'.••'. 13 2' _ I/A OWTS UNIT SIZING: EX. W BLD6 REMOVALS y 3 WELL LOT 13 W _� \ 2� _34 _ 5.G.D�f.5.DIV15ION OF ENVIRONMENTAL QUALITY,STANDARDS FOR APPROVAL OF PLANS AND 50TH#1000-a-15-0h / W W R` 9 _ GONSTRUGTION FOR SEWAGE DISPOSAL SYSTEM FOR 51N6LE-FAMILY RESIDEMGE5 135 / PROPOSED DATED: DECEMBER 21,201-1 D ELUNo - �� w i w�EXISTING l IATEf 5 p 2 5TY FR ADDITION TABLE 3: MINIMUM I/A ON-51TE WASTEWATER TREATMENT GAPACITIE5 E,Vl E LINE b BEDROOM DWELLIN6: ENGINEER: WELL `- 30.0+ �� FF=31.0', 207 SQ.FT. 5.�' � N TO REMAIN(VER FY I" MINIMUM TANK CAPACITY = 660 GALLONS OF N ,V w w _ � EL.27.1' 0.0'0 GRADE _ J SERVICE) �- w � Brown loam(00 ADDITIONAL - �-- I/A OWTS UNIT LOAD CALCULATION: 'L 0 3 PROPOSED PROPOSED SANITARY DESIGN FLOW: bbo 6PD E1. 26.6' - 0.5' PERVIOUS GRAVEL � �" Brown clayey sand(5C,) PARKING AND PROP' N RAISED PATIO s I' •• b BEDROOM5® 110 GPD/BEDROOM =660 GPD k to RF OVR 3-11 50 FT. EL.23.1 - 40 _ �L 1 •USE (I) HYDRO ACTION GRAVITY WASTE WATER 51EM TREATMENT PLANT _ X- MANEUVERING AREA `� ,_. � ( PORCH w PROPOSED � •• USE MODEL No. AN600 r � b LOT 48 AREA, 1,142 5QFT. _ _. V�' I STY FR ADDITID l8•q 0 w Scid 5GTM4 1000-III-I5-OS.I �PROP05ED� v _ J - �� � � �' 1 W -32 •• TOTAL TREATMENT CAPACITY, 660 GPD Brown F G FF=37.0,837 SQ.FT. DWELLING , pV�- �'- y.Ip,LL TOTAL h10RKIN6 CAPACITY: I,S�I5 GPD PUBLIC HATER STONE ENTRY o 0 30 0�o�„�Cur%% TO,� _ RETPINI gI6N) •• FLOW RANGE, 50-6bO GPD �t� LDT 130 No v PATH c `� � PWR 30 �r 30.Ox __ `v .-t N 05ED DE 5 TMa 1000 III 15 5.1 0 o o OP• TRS g cp PROP GN oyy�,FOR •• LIQUID SURFACE AREA: 51 SQFT. O 0 'J49 �. EL.10.1 17.0 P--�`4MnN V(1L�� z 56� Q (SEE AR •• MAINSEE TAIN 1REQURRH7 SEPARATION D STANCES,DW6 SPI ASP2RO 'Es Q„ DHELLII16 PUBLIC,HATER _� csff- �N I `J`' PROPOSED JEFFREY T. BUTLER,P.E. TEST HOLE / U6 2q. ' PERFORMED ON: 01-09-2020 Mr �-'�' 3 2!a` ` WOOD DECK, SANITARY LEACHING POOL SIZING: _- '4/N 2 x28.7 AREA: 207 50.FT. (] PERFORMED BY: McDONALD 6E05GIErIGE '� /� O�R S$ C 0 4" SAN PIPE W/G.O., U,j 2 D.EL• = 36.83' PER 5.G.DN.5. DIVISION OF ENVIRONM34TAL QUALITY STANDARDS FOR APPROVAL OF PLANS -J NO 6ROUNDWATER ENCOUNTERED a EL.10.1 -30 / �O �`'`+DF ETU /O AUTO-VENTED (AIR VENT TIED �CONSTRUCTION FOR 5EWA6E DISPOSAL SYSTEM FOR 51N6LE-FAMILY RE51DENGE5 Isi HIGHEST EXPECTED GROUNDWATER O EL,.1127 DATED: DECEMBER 29,2017 / PROPOSED INTO HOUSE VENT STACK) REQUIREMENT PER TABLE 4: O PROPOSED 6 BEDROOM SANITARY SYS: / \ /o. RETAINING WALL. �. NOT INTENDED TO +29.4' 1 Z '9 �� RETAIN SEWAGE. MIN.LEACHING SYS.FORA 6 BEDROOM RES.PROJECT PROPOSED AEROBIC TREATMENT PLANT �, 'S' 3q. �� J j� (SEE ARCH DHSS �� MINIMUM LEACHING SYSTEM(400 5Q FT 51DEWALL AREA) F-+ LU O § \/: USE: / �.� \ O MIN.50%EXPANDED SYS.(boo SOFT.SIDEWALL AREA) I -HYDRO-AGTION SET-N-60 ON51TE WA5TEWATER TREATMENT - \ �� USG A FOR DE-516W sc XSO X21 q -�- � z (D • SEE DETAILS ON DWG SP3 � EXP _ SANITARY LEACHING POOL DESIGN: a O PLANT,UNIT INCLUDES: t7 / ,'-�,!____ 2 ph'�P E \A 8.3' �' ! 1 LOT 46 CALCULATION BASED ON EXPANDED (50%) SYSTEM REQUIREMENTS: m W • 600 50.FT LEACHING AREA / 25.0' 5Q.FTJVERT FT = 24A VERT PT REQ'D w 1 } MODEL AN600,GRAVITY SYSTEM Z v 1 O x28.1 E 28 - 5O - rl •� DE516N FLOW: 650 GPD F�Gi DP GNTRL PNL -�'� - - _ , of �'J�f Y( �K 0"y ¢ <r\ �t�� 24.0 VERT FT/3 - 8 LEAGHIN6 POOLS = 12.0 VERT FT/POOL REQ D E'� � m z 20 AMP MAIN SERV. FROM _ �Or�G %Mp •• OP5(OP /GNTRL CENTER)W ALARM BEACON # AUDIBLE v e � ,y0 TH MAIN PANEL IN HOUSE - I (L _ UPON INITIAL INSTALLATION USE: Q HORN ALARM(LOCATED REMOTELY,A5 SHOWN) �Q � u� / S 2�.1'x - LOT 47 800"272"��BO c3I I • PROVIDE: z _ �pS��-.,\a��\�9 �� S - , \N _ (2) 8'O x 12' EFF. DEPTH LEACHING POOLS [� Q Q 2� U/G ELEG GND FROM DWLG TO REM01E CONTROL PNL z ��\ �\,\�`'-��P\�' _ ' ' LP \0 PROPOSED 28 MIN. LEACHING AREA REQ D = 400 SQ.FT. OF SIDEWALL LEACHING AREA Z j Q www.di netn cli.com 2 U/6 ELEG GND FROM A.G. TO OP5 v o �0 �� \\0 �� ,-„� - '9 CONTROL PANEL AND BLOWER: SIDE WALL LEACHING AREA PROVIDED - 400 S.F W g y 2' U/6 VENT GND FROM P.T. TO HOUSE 5TAGK Oe \L �G��' LP rilt� • REMOTE HYDRO-ACTION OPS GNTRL GNTR ~ or www.call811.com p L A / I / _. x28.1 1 SCO / E--�1 Q Z Q (for other states) 6F1 GONVENIENGE REGEPTAGLE NEARBY CONTROL PNL ZZ z G0� l ti l x28.1 / � BLOWER MOUNTED AND 6FI RECEPTACLE ON \ UPON 50% EXPANSION IN5TALL AN ADDITIONAL: L 28 f 'H'FRAME,SEE NOTES ON DW6 SP3. (I)8'0 x 12D'EFF.DEPTH LEACHING POOL Z W C) # Q By law,excavators and contractors PROP05ED LEACHING FIELD W R _ - - / • FOR MOUNTING DESIGN/REQUIREMENT5,SEE \ MIN.LEAGHIN6 AREA REQ'D' = 600 SQ.FT.OF 51DEWALL LEAGFfING AREA (Y working in the five boroughs of New York USE: z 49 - 'PROPOSED H'FRAME DETAIL',ON DW6 5P3 r' _ \ SIDE WALL LEAGHIN6 AREA TO BE PROVIDED 1 0 - / • SEE'CONTROL PANEL REQ'MNT6 NOTE5,5EE UPON EXPANSION= 600 55 O City and Nassau and Suffolk Counties on (2) 8 O x 12.0 EFF. OP LEACHING POOLS AND OL O \ y�qo _ ,Q OL SP3 Long Island must contact DigNet, . LOCATION FOR 50:5 EXPANSION SHOWN = w� \NSP\ 0 / SEE DRAWING SP3 FOR SANITARY Q Q 1-800-272-4480 more 0 or n 10 w least 48 hours . MAINTAIN SEPARATION DISTANCES O o gyp` e� 2l PROPOSED STRUCTURE/COMPONENT DETAILS W Z � N but no more than 10 working days . � �' °- SGDHS REF. No.: R-20-1364 MAINTAIN 5% GRADE OVR 20' AROUND 5AN 5Y5. Z (excluding weekends and legal holidays) - / ( g g y ) o 5EE DETAILS ON DWG 5P3 Q- MINIMUM GRD o 20' OFFSET ao ?7 prior to beginning any mechanized digging INSTALL ADDITIONAL 6OMPONENT5: w _ - f FROM 5AN. SYS VARIES PARTIAL SANTARY SITE PLAN O LL or excavation work to ensure underground O �w 2l _ y lines are marked. Excavators and 1 - 4'0 PRE-CAST DISTRIBUTION BOX (SEE DTL ON 5P3) _ (MAX ALLOWABLE CRAVE DROP 15 La contractors can also submit locate ENDGAP LEVELING DEVICES (TYPICAL) -� 5%WITHIN 20'OF SEPTIC,SYS) O Z - '' PROPOSED _ _ ,O/ requests online,through ITIC. If you do not �� STORM DRAINAGE LEAGHIN6 POOL r �'�'+ currently use ITIC, please call 1-800-524-7603 for more information. , \ Y3'�x15'L.D.L.P.(SEE DW6 SPI FOR STORM a 50 DRAINAGE GALL.AND 5TRUGTURE DETAIL 10 5 0 \ IO 20 V SEPARATION DISTANCE REQ MTS FOR � � I I" = 10'-0' SANITARY SEPTIC TANKS. I/A OWTS, PUMP 5TA OR MANHOLE (RESIDENTIAL): AND REQUIREMENTS) GRAPHIC SCALE For safety reasons, homeowners are 26 ' 1 l strongly encouraged to call as well when MIN. HORIZONTAL SEPARATION D15TANGE5 L.ROAD STORM DRAINS = 20'-0' \ NOV 3 d planning any type of digging on their A.BUILDING W/CELLAR = 10�-0" M.ON-SITE STORM DRAINS = 10'-0' �6 a / 0 i !_ 1 PAGE: property. Homeowners can contact us B.BUILDING ON SLAB =5-0 N.CATCH BASINS(NDN-LEACHING) = 5-0 directly at 1-800-272-4480 or by calling G.PORCHES,DECKS,HOUSE OVERHANGS, O.SANITARY LEAGHIN6 POOL= V-0' ° CANTILEVERS,ETG= 5'-0' P.SEPTIC TANK,PUMP 5TA OR M.H. = 5'-0' ° \ D.WATER LINES= 10-0 Q.PROPERTY LINES = 5-0 811,the national call before you dig number. For excavation work completed on E.SURFACE WATER(WETLANDS) = 75'-0' R SKMMIN6 POOL = 20'-0' 0 personal property, it is the contractor's F.PUBLIC WELL =200'-0" 5. TOP OF EMBANKMENT OR STEEP SLOPE \ 0 6 -0 1R' responsibility--NOT the homeowner's--to .PRIVATE WELL =75' ' 05%SLOPE OR 6REATEW = 25'-0" / contact DigNet. Having utility lines marked SP2 K RETAINING WALL MTRPROIOF) = 10'-0' T.BLUFF =b5'-0' / ° (\�G�/ / prior to digging is free of charge. J.U/6 FUEL TANKS= 10'-0' U.DECK/RAMP= 5'-0' \ K U/6 UTILITIES=5'-0' ° / 10-1 5612% APPROVAL AREA: of 4 0 PROVIDE 20 AMP BREAKER IN o -' PUMP/GOMPRE55ER POWER CIRCUIT 1v MAIN ELECTRICAL PANEL IN ° ° NOTES: p PROPOSED BUILDING FOR G 6 II O °' O --------------- FINISHED GRADE I. PIPE JOINTS TO E3E SEALED W/ �� CBI MI - 1 WHEN REQUIRED TO BE SET AT FINISHED GRADE PROPOSED I/A OWT5 ..-1� � ' e A5PHALTIG MATERIAL OR EQUAL. 6 B K r=r BL�� I' ��" °" ''"° X 2.USE ENDGAP TYPE LEVELING uSE' o LI LI "I SPI SPRAY PUMP RATINGS: CONCRETE z HEAVY DUTY WATERTIGHT,IN5EGT-PROOF z PUMP AK-080917-1 DEVIGE5(TYPICAL) o 3/4HP® 115\1 15.0 F.L.A. COVER AD.1)5TABLE AND LOCKING CAST IRON FRAME d X FINISHED GRADE COVER(GAMPBELL 102 G OR APPROVED EQUAL) N N T HT N MOTOR k 7 � ,� 1 "°�°"�"`' I®o._� 14x 12 2' N �- � N u= ® 0 UO"O ❑ INSIDE LID VIEW z d X11 M2 � � CONCRETE �r ,, �\�; �,. - � .�j� i\\, GSR b LOOPS I I G ��°0 NOTE: ENCLOSURE HINGE TO THE FIGHT I � ON ON ON ON ON �I } 0-- -C� RPI BEGIRD PUMP RATINGS: 0Wz0 C� I � m �» I I LU CHIMNEY M N U I : : \� \ BAFFLE REQUIRED IF -- T `"I N is N J N TDR UMP 3/4HP® 115\1 15.0 FLA. o W., � 'y ! ---__--_ %/� � INLET PITCH EXCEEDS g Iut�u�oN¢ iso %// y"PER FOOT v c�L ��� r i \\/\\ ET 4 m SDR 35 PIPE, e4 z -r MIN.SLOPE=Y8"/LIN FT S o z > G53 M3 G ® 0 ® ! ! /\\ ( MIN 4" DIA. ® I _ a ¢ :n +_n 1 i ALL OUTLET PIPES 5ET 0 SAME l, u � MPI MIXER c. I I APPROVED ® - a INVERT ELEVATION W '' PUMP PUMP RATINGS: i ! I PIPE PITCH _ �° 1 n o 3/4HP @ 115V 15.0 F.L.A. 0, Z, 0 ! I „ W T N MOTOR . \\ \ Yg PER -0 o (2)2x8 x(LENGTH TO SUIT)ACO 0 O ®ED E]x ' \\\/\\\ ® N Z O D A HORIZONTAL OR055 MEMBERS(TYP) LIBELS ON OUTSIDE OF LID r1� ° ° ,�_�as_�-__� Asa____=__�, ,r_=e______�, / // � INLET(5) GB4 srs rna ° rag �caoaxoa N�fPi7U��f��sU sa�aora H z OUTLET(5) � p �:.�,. :� rr L=====____� �____ ____� �_________� 4'�5OR35PIPE, DOLLAR COLLAR /\\/� ALL INLETS PIPES SET 0 ' GRY --- CI 7 „. 0 ! ! 3 MIN. \j a. COMP COMP.RATINGS: sl I >L 3 MIN. I \// MIN.SLOPE LIN FT MOTOR I/4HP® 115\1 5.4 F.L.A. - � 0 0 0�0 0 0 � \ • I/A OWTS • N e�® I C= A�� Q" / p //\ SAME INVERT ELEVATION 'Q ` • ELEGTRIGAL ! 4- �/ z ;,, BACKFILL SAND OR G� U5E(4)Y2'm GALV GNTL PNL cj) �71 o oho o \\ Q PEA GRAVEL(12"MIN) . . . LA6 BOLT W/GALV. 12'w x 14Th NOTE: ALL MOTORS MUST HAVE ^q� s��r y� I I \��/ 0 0 WASHER®HEAD INTERNAL OVERLOAD PROTECTION. ? " r - a 0 0 0 0 (TYP 0 EA.POST) • } Gt ff �)SSP N RPi N AePt t� 1 PP ECD(PUMP0.02QgE lPAEPU P)EP �P QP@PfCrFN(Ar9)S@R 1 CN ®® I TVP. PRE-CAST DISTRIBUTION BOX C4 4x4x8L6AGQ BLU I LRI-01 RED/WH Ml H orl�o-aoolsrs� •oerr,• i I ®® \ : N THE CONTROL FANEL BOX \\/\ `� 0 6 g d TIMBER POST ®®� X\ MINIMUM GOVER 3b" MU5T BE PLACED OUT5I0E I LRI-622 PINK/WH WHT i NOT TO SCALE ON A 5UITABLE PEDESTAL BLU BELOW 6RADE WITHIN VIEW OF THE SYS. z O M2 ! INGA5ED IN POURED THAT IT SERVE_:.CONTROL I aA1\4) CONCRETE IN 12" I CENTER SHALL BE ;n PINK/WH A °;' \, \\ I I 3'MIN TO STOPPER OR ///---SUITABLE COVER DIAMETER 50NOTUBE. REGIRG RUNNING / b-0 END PLUG TO GRADE (TYPIGAL) MOUNTED 3.5'A3V FINISHED mj --------------- --- --� '\//, in RECORDED GRADE(MIN)OF.ABOVE BLU I LRI-Q3 YELMH WHT \0' � O /�• GROUND WATER BFE,WHICHEVEF:15 HIGHER. M3 PROPOSED YEUWH G07 COLLAR DEPTH z MIXER RUNNING o z Q SEWER PIPE 'H' FRAME DETAIL (STRUCTURE FOR I/A OWTS CONTROL PANEL MOl1NTING) BLU LRI WHT (BAGKFILAND C- EAVELE)AN SAND f W )yJi 30 ELBOW SCALE:NONE BLU LRI-04 RED Z z o 16 PLG INPUT RRa�� e�F RFo - - - - TYPIG,�L GRADE 7/t / / BLU A5-I PINK ELEVATION GLEANOUEXTERIO�T �. N.T.S. )'X>/\\ \/ <^{ \ BLu RED RUN AUD. \ \\ /\ 5 6 ALARM NEW 20 AMP,I POLE BREAKER DEDICATED FROM UTILITY LEACHING POOL CONSTRUCTION CRITERIA: ORG BRN TO HYDRO-ACTION CONTROL PANEL PROVIDER 0 o I.FOR AREAS ONlff�l[DC}t1�DA AVEL,THE DESIGN 4.ACCESS OPENINGS WITH A MIN.DIA.OF 20" 60° WE H MUTE 120 VOLT,I�SERVICE TO HYDRO-ACTION INCOMING SERV. r� OF THE LEACHING POOL SHALL BE BASED UPON A SHALL BE PROVIDED FOR EACH POOL. �p (DETERMINED ya;-; NOTE: ADDITIONAL GLEAN OUT SHALL 00 m BLU TEST CONTROL PANEL ',; MAXIMUM LEACHING RATE OF 1.5 GALLONS OF 5.ALL GONERS,WHEN NOT REQUIRED TO BE p (2 fib,ab IN I"PVG PTFE) BY OTHERS) 2.LEACHING POOLS ARE TO BE CONSTRUCTED OF REINFORCED CONCRETE(OR EQUAL).�GOVERS NO HOUSE TRAP SHALL BE PROVIDED 4 4, 4 4 ORc +`'`wli'u�w BE PROVIDED IN INTERIOR OF BLDG, 0L m ALARM LIGHT HYDRO-AGTION HYDRO-AGTION UTILITY PREGA5T REINFORCED CONCRETE(OR EQUAL) OVER 3'(P ARE NOT PERMITTED PER IRG 2015,P3201.4 AERATOR I/A OWT5 MAIN BUILDING SERVICE LEACHING 5TRUGTURE5,50LID DOMES 4/OR SLABS. 6. ALL CAST IRON COVERS SHALL BE SET AT FIN. CONTROL PANEL REQUIREMENTS: �D BLK E WHT ELEGTRIGAL CIRCUIT BREAKER METER 3.LEACHING POOLS SHALL BE A MINIMUM OF b' IN GRADE,BE LOCKING,WATERTIGHT, IN5EGT-PROOF NOTES: CONTROL PANEL PANEL OUTSIDE DIAMETER. AND APPROVED FOR 5EWA6E USE. I.FOR GLEANOUT(5)LOCATED IN TRAFFIG AREAS, • I.THE CONTROL PANEL BOX MUST BE PLACED OUTSIDE ON A SUITABLE 12'w x I4"h PROVIDE WITH TRAFFIC BEARING FRAME AND GOVER. ^ O PEDESTAL WITHIN VIEW OF THE 5YSTEM THAT IT 5ERVE5.GNTRL GNTR ENABLE TYPICAL SANITARY LEACHING POOL (LP) 2.FOR USE WITH BUILDING EXTENSIONS/GONNEGTION5. AND BLOWER SHALL BE MOUNTED 35'AE3V FINISHED GRADE(MIN)OR BI u I 2 YEL 11 PLG INPUT NOT TO 56ALE ^ ABOVE BFE PLUS 2.0'FREEBOARD,WHIGHEVER 15 HIGHER. 5EE'H' ELECTRICAL NOTES: EX15TING W r FRAME DETAIL ON DWG SP2. I. BURIED ELECTRICAL POWER GONDUIT5 5HALL GROUND ROD r 2.EXTERIOR PANEL(NEMA 4X 5PEGIFICATION5)PLACEMENT ENABLES BE A MINIMUM OF 24 INGHE5 BELOW GRADE. V m THE SYSTEM TO BE 5ERVIGED AT ANY TIME,ELIMINATING THE NEED BLU OVERRIDE YEUWH 2.ALL ELEGTRIGAL WORK TO BE PERFORMED IN TO AGGE55 THE INSIDE OF THE BUILDING. 3 4 GSR 12 PLG INPUT AGGORDANGE WITH NEG. 3.THE CONDUIT MUST HAVE APPROPRIATE SEALS TO PREVENT GASES AND MOISTURE FROM REACHING THE CONTROL PANEL OR JUNCTION BLU WH INK 14 PLG INPUT ELECTRICAL ONE-LINE DIAGRAM BOXES. 4.5Y5TEM SHALL BE EQUIPPED WITH A FUNCTIONING WARNING SYSTEM ,. TAN -�1 PLG INPUT xALE:NONE l w WHICH WILL ACTIVATE AUDIBLE AND V15UAL ALARMS THAT GAN BE TIME 005E I% 1� READILY SEEN AND HEARD BY THE OGGUPANT5 OF THE BUILDING BLU O z SERVED. DEMAND 5.PRESSURIZED MUST BE EQUIPPED WITH A CONTROL PANEL WITH O MEAN5 OF GONNEGTING A PORTABLE GENERATOR TO OPERATE THE rc SPRAY TAN/HH 18 PLG INPUT < Ln SYSTEM DURING A POWER OUTAGE. O - WI BI WI ELECTRICAL SCHEMATIC DIAGRAM rte, �O O NOTES: ice' '- FLOAT SWITCH TO BE RATED 2 AMP AT 120\1 MINIMUM. N N SP1 N RP1 N P1 N C1 N 1 2 3 4 5 6 MAIN PANEL 0I5GONNECT MUST BE PROVIDED BY INSTALLER, y y DASHED LINES INDICATED ITEMS NOT CONTAIN IN THE PANEL. REQUIRED TORQUE FOR TERMINAL BLOCK SGREW5 15 Ib IN-LBS. FIELD WIRING MUST BE A MINIMUM OF 60°G GOPPER WIRE. o m 3 < 3 v 3 m m aLU PROPOSED a s a a a w ENGINEER: r U U w o S ¢ ¢ ADDITION V7 x 11 U U N U U N _ _ (b BEDIRM L EL 30') . CONNECTION DIAGRAM �P���� T. e 0 REQUIRED TORQUE FOR TERMINAL BLOCK SCREWS IS 16 in G 2"(P PV( -•r.:.a .: VENT PIPE � 0 •�3 �� AAINTAIN 5%MAXIMU 5%S�HALLL BE MAINTAINED FOR A MINIMUM OF 20'HORIZONTALLY SAFETY LIDE: IF A R15ER OFEVIIOVER CE SHALL BE PROV DEPIG+ro LE55 THAN 60 S A SECONDARY HOSE 5TAGK A��FESSIONP� 06NEGT TO FROM THE NEAREST EDGE OF THE LEACHING POOLS BEFORE TAPERING OFF / 729, AL � �' . ° PROVIDE COVER: f7 ;' 1'U lANK NITROGEN TO PREVENT SEEPAGE OF THE LEACHATE THROUGH THE TOE OR EDGE OF WHEN REQUIRED TO BE SET AT FIN.GRD: PROVIDE GONERS: .JEFFREY T. BUTLER, P.E. P \'\ THE SLOPE(EQUATES TO MAXIMUM DROP OF 12"OVER 20 HORIZONTAL) USE HEAVY DUTY,WATERTIGHT, DU ON TANK GONTRAGTOR TO PROVIDE WHEN REQUIRED TO BE SET AT FINISHED GRADE USE: EX15TING - INSECT-PROOF ADJUSTABLE AND LOCKING •THERMOPLASTIC COVERS-LOCKING,WATERTIGHT, ° PROVIDE COVERS: 14 GU.YDS OF RATEABLE 501E FOR THE CAST IRON FRAME 4 COVER(GAMPBELL INSECT-PROOF FLAT SKID PROOF BE GRD ® BLDG = EL. 30.0 j APPROVED FOR SEWAGE WHEN NOT REQUIRED TO BE SET AT FIN15HEP GRADE U5E: PURP05E5 OF REPLAGING UN5UITABLE 1182 G OR APPROVED EQUAL) USE d HAVE UV PROTECTION • "�' I �I ° ' ° •PRECAST REINFORCED CONCRETE COVER(OR EQUAL) 5011-5 WITHIN THE PROP05ED LEAGHIN6 G.O. P4 + ~ (� a - � POOL GOLLAR5. W PROP05ED GRADE OVER L.P.'5 VARIES EXISTING GRADE EXISTING GRADE OVER ATU ® EL. 2b.6q \/\ NATIVE ,\ / / (EL.2b.1' +/-) OVER DB® EL.2b.bq' / / / / / / /,// //\//\//\//\//\\//\\// RATEABLE \%\ \\//� //\ LL '//''/"'/'': ;'"'/ '/ '/ '/ '/ '/ 'i "'/ '� '/ '/ �/ '/ �/ '/ '/ '/ �/''/''/vi•, �/ ,/ ,/'�/ / '/'%';, '. ''i.:'\' :�'/� i\` \ \` .�i. \` \`/\ \/ ./ �j \/\/\/\/\/\/\/\/\/\,\/ ., \/\, \/ . \ \ \ \\ \ X'/ /\\\ \\�\\�\\\ \� �\c�;t D$ rLU ,�. \, DISTRIBUTIONI- / 4 SDR 35 XPORT PIPE, i\/�/ [� I (� SLAB: FI 71.1 j\\/\\/\\/\\\\ \\,\\ ci BOX j\ \ \ • r /'\ B.O.SLAB: EL.26.6 L DWLG TO PT 42.11 LIN. FT. I I I I I �/\\'/\\�\\ ^ ~ m z EL.26.6 T.O;5G SOIL RIBBON;f\\ � / /.'/ / / / /,//�" / F--1 1 I O.INV. ® A.G. I.E. PT. // // //\ O.INV ® I PLG CNTRL.PNL W/HP120 COMPRE55OR AND I I I I I II i I �.0 I I „ \ \\ \\ \ O - (� BLOWER TO BE INSTALLED REMOTELY POWER LINE AND MISC. CONNECTIONS I I NON-RATEABLE 501E = EL. 26b5 II II I I II = EL. 26.15' MIN. SLOPE =Y4 / LIN FT %/\//\//\/ DWLG. _ _ < CL ' I I BRW CLAYEY SAND I I I I I I II II \/\/\ (SEE 51TE PLAN FOR PROP.LOG) TO BE MODIFIED AS REQUIRED TO I LP r B.O.DB=EL.25.1' ���®� 42.17' 1-6 x y4" = 10.54" - \i,\\j/\\j EL. 21.63' ►�' W I L2� I)- ACCOMMODATE REMOTE LOCATION OF '5C'SHALL BE REMOVED NV. = EL. 26.21 I II III CHAMBE?, Obb MIN SLOPE \�\� a/ v Q O Q < AND REPLACED W/ LEA( POOL 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 � 4",P 5DR 35 XPORT PIPE, (I OF 2) I I O.INV. = EL. 26.36 iv FROM AG TO D$, P.T.OP5 CONTROL CENTER AS SHOWN ON a O p REPLACE II II I NATIVE NATIVE Z RATEABLE 501E II II I I � W SITE PLAN I 5W'OR 5P'PER ,i UNSUITABLE 501L W/ o `r• RUSTRFIATJt�fi1T UNDISTURBED UNDISTURBED {- O U_ I I .I _ S.OS LIN. FT. MIN. SLOPE = II II I 1 [� (� A5TM STANDARDS PER 5GDH5 STANDARDS FOR APPROVAL OF w . TYPE 5P OR 5W PER T� SOIL 501L I/ 1--I - Z O 1 PLAN5 AND CONSTRUCTION FOR 5EWAGE o A5TM STANDARDS 4"4) 5DR 35 XPORT PIPES FROM y8" /LIN PT II II _ I I I ! I I I I I I ! I I I DISPOSAL 5Y5TEM5 FOR SINGLE-FAMILY N I I I I I I r I r _ + - J.-J �I •J.. J .� :�1 -L DB TO LEAGHIN6 POOL5 S.OS L6 x Y8 LOI I I r_ N \ RESDENGE5,12-2q-2011 \\ \ "\ \ \\"\ \ \ '\ 2"PVC,VENT LINE(TIE EL.23.1' B.O.5G' 501L RIBBON - - \j�%\j\j ,\ O.Oq MIN SLOPE ;/,!/\ \%� � �i\ \ \ \// \ \�, i 8.08 LIN. FT.,(WOR5E GA5E) LSI. ,� INTO BDG VENT STACK) -_ - ,\\ :�,�\,\\,\,\\,\\ \-\ \ \ \ \ �' \ MIN. SLOPE =YB /LIN FT O !n SECTION T LLING4. \/\//\\;\/\\/%�//�//\/%/%\� " <. �L SOIL DOLLAR %�� i::'" WHEN INSTALLING LEACHING STRUCTURES \\ \. \„ \ \ \\ \ u _ " _ ,./ //\// // // ,/\// / ///// 8.08 LG xy8 - LOI - O.Oq MIN SLOPE II UNSUITABLE SOILS SHALL BE REMOVED \/\/\/\/\\'\�\/\ ! ' INSTALLATION --- \ ,; \;,\; \,\;- ,>, ; \; �,\ \\ \\ \ \\ \ \ B.O. CHAMBER ® EL. 21.45 B.O. P.T. EL. 21.45 I O // ! / AND REPLACED WITH SAND AND / // // / / /`/\/\/ 111 O I I I I I I I I I I ::'/\�/\/��/\\ \\/�. \/�: W LL_ REQUIREMENTS: \; \� \\j�,\>\ \�',\\/�, GRAVEL,ACCEPTABLE TO THE ,\\/\\/\/\\,\\ \\ a LL- N O II /' / / / /':/ // // /% \ \ \ DEPARTMENT,ATHREE-FOOT COLLAR X\\�\\/\\/\/\/\/\/ ��®°���®� I.THE I/A OWTS TANK SHALL I I AC" I %` '\\ \\/\\/\ \�> I:\ i / / /\/\\,\\/\\/\\/ z //\% `/ \//� EXTENDING DOWN INTO A MINIMUM OF /%\/%\//. /,�//.\// // // ��T ��7� 5GDH5 REF. Hoa.R-20-136q BE INSTALLED AT LEVEL IN II II \• \ \'\ \ \ \ \\ \` `j\\ ' ADVA �C� � �JNr1 LL ���®` %i` /\ /�j/ //! 51X-FOOT STRATA OF ACCEPTABLE // // NATIVE SOIL / ALL DIRECTIONS(WITH A II \.,\. \\\ \\ \/\\/ /\ d) Q \ 5AND AND GRAVEL. \ TYPE 5P OR SW%\.\ � `� ' // //\// !/ www.dignetnycli.com Z LU MAXIMUM TOLERANCE IN II \%�//�/\i'\''\ '\/\ TO BE RETURNED ANY DIRECTION OF+/ONEII \/j \ \\% \/\i' Por P.T.'� \ \, \ \/\/\/i\ \//\P05T EX( ofN�WY0�KC11Y www.ca11811.com QUARTER INCH)ON A ; \ '\ Not MINIMUM 3-INCH THICK BEDIE' 'I'ICSICATIcN`T \ PROPOSED SANITARY RISER DIAGRAM &�ONG�S�ANt7 (forotherstates) OF PROPERLY LEVELED T 11 800-212-44801811 v AND COMPACTED SAND I II 11 \X/X%\!!��'! ': ;'� \ ;;� !i! /� INNOVATIVE/ALTERNATIVE ON-SITE WASTEWATER TREATMENT SYS. (FREE FROM ROGK5)OR II III II / j�//�j�//X GRAVITY SYSTEM By law,excavators and contractors working in For safety reasons,homeowners are strop PFA GRAVEL. /'' / //\/\// / //< s Y sN \^`%\\\ `\/j\%/\j/\%j j\j j ` %, j� SCALE: NONE the and Suffolk Counties es on LongIslandmust ty and au encourage of digging ontheir whenl nning any PAGE. '>B.D.POOL® EL. 14.21 ,. \ \ \ \ \ \ \ s type ss s property. U U \/�\�! /z / /�\�/j//\//\\//i 8 DIAMETER\ / \/\\/\/ I contact Di Net,1-800-272-4480 or 811,at least Homeowners can contact us direct) at -- \ '`/ /- ' \/ // 48 hours but no more than 10 workingdays 1-800-272-4480 orb calling811,he \�%/�%/�/j %/ %/;i/ ////\i/ / / ,%•/ / '; ;; ;:, ;',;;,`iii //`� OWNER CARE OF SAN. SYS: (excludingweekends and legal holidays)prior national call before you di number.For 5.0' r I I 5.5' I \�\ ``m %\\\\',\\\\\\\�\\\\\\ \\/\\\/\\\\\\ NATIVE to beginning pin an mechanized digging)or excavation work completed on personal /// X// %\�i��\' UNDISTURBED SOIL %��//\�//�//\�/! FORMULARIZE ONESELF WITH THE MANUFACTURES RECOMMENDATIONS FOR CARE OF excava Ion work to ensure undergrnlines property,it is the contractrs %�/\,X,//�! %%�j< ; /X, '�! %\ %!/// SANITARY COMPONENTS. are marked.Excavators and contractors can responsibility--NOTthehomeowners-to HYDRO-ACTION WASTE WATER TREATMENT PLANT •PRIOR TO ANY FUTURE 51TE WORK ALWAY5 EREGT GON5TRUGTION FENGIN6 8' BEYOND also submit locate requests online,through contact Dig Net.Having utility lines marked MODEL No. AN600 (GRAVITY SYSTEM) \ , ;No GROUND WATER EL.10.1'PER TEST HOLE., /\\i\\,, „`\ \ \\ `\< \ THE PERIMETER OF THE WA5TE WATER TREATMENT UNIT TO PROTEGT THE GOMPONENT5 I callIC.If you 52 not currently use ITIC,please prior to digging is free of charge. SP3 \ !\HIGHEST EXPECTED GROUND WATER E L. 11.21'// call 1-800-524-7603 for more information. 5GALE: NONE <:%//%// //%�/ //%'�% >�\ \/ VEHICULAR DAMAGE. of 4 50' MIN. WOVEN WIRE FENCE (MIN. SYMBOL: 5 _ PROFILE 3 PAVEMENT 14 I/2 GAUGE W/MAX. 6" MESH SPACING) , " 0 MOUNTABLE BERM (OPTIONAL) $� 36" MIN. LENGTH FENCE POSTS o EXISTING 10' MAX. G. 70 G. DRIVEN MIN. 16' INTO 6ROUND. FILTER d /\� GROUND� CLOTH PLAN 50' MIN. tx FE16HT OF FILTER o x EXISTING = 16" MIN. %^ GROUND O I/ w-_ ILI ` z / PERSPEGTIVE VIEW EXI 12'MIN. 5TIN6 ' N PAVEMENT GON5TRIGTION SPEORCATION5 — Z, I. WOVEN WIRE FENCE TO BE FASTENED ix ix z SECURELY TO FENCE P05T5 WITH WIRE TIES WOVEN WIRE FENCE (MIN. 14,V236' MIN. FENCE P05TZ � � � ILL tLw OR STAPLES.P05T5 SHALL BE STEEL EITHER 6AUSE W/ MAX. 6' MESH p 'T'OR'U' TYPE OR HARDWOOD. GONSTRUGTION SPEGIFIGATIONS 2. FILTER CLOTH TO BE TO BE FASTENED SPACING) W/FILTER CLOTH SECURELY TO WOVEN WIRE FENCE WITH TIES N I. STONE SIZE -USE 2'STONE,OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. SPACED EVERY 24"AT TOP AND MID SECTION. p a ory 2. LENGTH-NOT LESS THAN 50 FEET(EXCEPT ON A SINGLE RESIDENCE LOT WHERE A 30 FOOT MINIMUM LENGTH WOULD APPLY). FENCE SHALL BE WOVEN WIRE 12 1/2 GAUGE 6" cpv o 3. THI0:4E55-NOT LE55 THAN 51X(6) INCI-E5. MAXIMUM MESH OPENING. FAN z UNDISTURBE �_ n Q v 4. WIDTH- TWELVE 02) FOOT MINIMUM,BUT NOT LE-55 THAN THE FULL WIDTH AT POINTS WHERE IN6RE55 OR E6RE55 OCCURS. 3. WHEN TWO 5EGTION5 OF FILTER CLOTH ADJOIN GROUND TWENTY-FOUR(24)FOOT IF SINGLE ENTRANCE TO SITE. EACH OTHER THEY SHALL BE OVER-LAPPED BY 5. FILTER CLOTH-WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. 51X INCHES AND FOLDED. FILTER CLOTH COMPACTED SOIL 6. SURFACE WATER- ALL SURFAGE WATER FLOWING OR DIVERTED TOWARD GON-60N5TRUCTION ENTRANCE SHALL BE PIPED SHS-BE EITHER FILTER X,MIRAFI IOOX, 51 ACROSS THE ENTRANCE.IF PIPING IS IMPRACTIGAL,A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. STABILINKA T14ON,OR APPROVED EQUAL. EMBED FILTER CLOTH3 1. MAINTENANCE-THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT 4. PREFABRICATED UNIT'S SHALL BE 6EOFAB, A MIN. OF 6" IN GROUND. "4" ? ONTO PUBLIC RI6HT5-OF44AY,ALL SEDIMENT SPILLED,DROPPED,WASHED OR TRAGTED ONTO PUBLIC R16HT5-OF-WAY MUST 13E ENVIROFENCE,OR APPROVED EQUIVALENT. REMOVED IMMEDIATELY. 5. MAINTENANCE SHALL BE PERFORMED AS 8. WHEN WA5I 15 REQUIRED,IT SHALL BE DONE ON A AREA STABILIZED WITH STONE AND WHICH DRAIN5 INTO AN APPROVED NEEDED AND MATERIAL REMOVED WHEN SEDIMENT TRAPPM DEVICE. 'BUL6E5'DEVELOP IN THE SILT FENCE. SECTION VIEW 4. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH U5. DEPARTMENT OF A6RIGULTURE STABILIZED U5. DEPARTMENT OF A6RI0ULT1JRE SILT NATURAL RESOURCES CONSERVATION SERVICE CONSTRUCTION NATURAL RE50URCE5 CONSERVATION SERVICE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION FENCE NEW YORK STATE SOIL 4 WATER CONSERVATION COMMITTEE ENTRANCE NEW YORK STATE 501L 4 WATER GON5ERVATION COMMITTEE 2"1 WOOD FRAME STAKE FIN15HED GRADE v-t FABRIC Q COMPACT FILL n ~- rc DROP� I_ o 1111=1111=111 1111 U m 4" WITH 6A.T.ET �_�= I_��i, D Q 2' MIN, MIN ELECTRICAL SERVICE FRAME GABLE IN CONDUIT: �— r- T.O. CONDUIT '\ ; 200 AMP (2" CONDUIT,MIN), \ �� BURIED FABRIC �,_y 320 AMP (3<'2" CONDUIT, MIN) _ PROPOSED i- (Y� GAS SERV. 400 AMP (4" CONDUIT,MIN) 1 j z ELEV OF BOT. OF LINE WILL BE I UUU r�/ Q UTILITY PROVBDERDETERMINED YIZE PL SERVICE COMMUNICATION �� W m X (TV # TEL) GATHER EXCESS " 'L AT CORNERS X Z 1L UTILITY TRENCH DETAIL -- -� �Q I o NOT TO SCALE Qw � CON5TRIGTION SPECIFICATIONS �-•i �/ I.FILTER FABRIC SHALL HAVE AN EOS OF 40-85.BURLAP MAY BE USED FOR SHORT TERM APPLICATIONS. Q 2.OJT FABRIC FROM A CONTINUOUS ROLL TO ELIMINATE JOINTS. IF JOINTS ARE NEEDED THEY WILL BE OVERLAPPED TO THE `_ O REINFORCED GONG. SLAB,6'x6"AO"WWM NEXT STAKE. NSE CHAIRS) 3.STAKE MATERIALS WILL.BE STANDARD 2'x 4'WOOD OR EQUIVALENT. METAL WITH A MINIMUM LENGTH OF 3 FEET. 4.SPACE 5TAKE5 EVENLY AROUND INLET 3 FEET APART AND DRIVE A MINIMUM IS INGHE5 DEE'.SPANS GREATER THAN 5 FEET MAY BE BRIDGED WITH THE USE OF WIRE MESH BEHIND THE FILTER FABRIC FOR SUPPORT. f'T 11Z • 5.FABRIC SHALL BE EMBEDDED I FOOT MINIMUM BELOW 6RGUND AND BACKFILLED. IT SHALL BE SECURELY FASTENED TO THE ax x x =�x . STAKES AND FRAME. 6.A 2' x 4"WOOD FRAME SHALL 13E COMPLETED AROUND THE CREST OF THE FABRIC FOR OVER FLOW STABILITY. W TYPICAL SLAB DETAIL MAXIMUM DRAINA6E AREA I ACRE M--� FOR GENERATOR AND AG EQUIPMENT U.S. DEPARTMENT OF AGRICULTURE FILTER FABRIC SCALE: N.T.S. NATURAL RE50UR.GE5 CONSERVATION SERVICE DROP INLET ENGINEER. NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL GONSERYATION NEW YORK STATE 501L 4 WATER GON5ERVATION COMMITTEE PROTECTION OF N W y C� TIb wwwAignetnycli.com n NotOr1 Gf f 1�p�! www.ca11811.com ,IG IG 17.R11, (for other states) N� O 0'� 3 �� yq 800-272-4480 � 811 k ss+c'' JEFFREY T. BUTLER, P.E. By law,excavators and contractors working in For safety reasons,homeowners are strongly the five boroughs of New York City and Nassau encouraged to call as well when planning any Q and Suffolk Counties on Long Island must type of digging on their property. contact DigNet,1-800-272-4480 or 811,at least Homeowners can contact us directly at o 48 hours but no more than 10 working days 1-800-272-4480 or by calling 811,the = (excluding weekends and legal holidays)prior national call before you dig number.For I— m to beginning any mechanized digging or excavation work completed on personal excavation work to ensure underground lines property,it is the contractor's Z ` are marked.Excavators and contractors can responsibility--NOT the homeowner's--to 4J= also submit locate requests online,through contact DigNet.Having utility lines markedU_ \ ITIC.If you do not currently use ITIC,please prior to digging is free of charge. LU r� o M call 1-800-524-7603 for more information. V z 4LJ Q) Q LL! } O < _ �•+ LL] � CL �+ w I- Q QO #OL O Q < � V_ o 0 I < LLL �N O z a Lr) I.L. o I o z O < D r - v F n,, 3 0 PAGE: SP4I SGO'HS REE. No. R-20-136q of 4