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Home My WebLink About1000-116.-6-20.2 OFFICE LOCATION: ��rjf SU(/jMAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY 11971 G • Telephone: 631 765-1935 o�yCOU ,� � 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: September 9, 2020 r ,_ Re: LWRP Coastal Consistency Review of 13350 NEW SUFFOLK AVENUE, LLC SCTM# 1000-116-6-20.2 En-Consultants on behalf of 13350 NEW SUFFOLK AVENUE, LLC requests-a Wetland Permit to demolish existing two-story, 3,420sq.ft. dwelling (located 65' from wetlands to north and 73' from wetlands to south), and 1,885sq.ft. attached deck (located 54'from wetlands to south), and construct a new two-story, 3,287sq.ft. single-family dwelling (located 75' from wetlands to north and south) with a 2,355sq.ft. raised masonry patio/steps (located 61' from wetlands to south), and 639sq.ft. of swimming pool (located 79' from wetlands to south); install a 144sq.ft. raised entry patio beneath second-story overhang with 14'x14' steps to 580sq.ft. of on-grade paver courtyard; install concrete pad for pool equipment and pool enclosure fencing; install a stormwater drainage system of leaching chambers and a pool drywell; install new pervious gravel driveway and parking area; remove existing nonconforming septic system located 80' from wetlands to south, and install new I/A OWTS sanitary system located at least 100' from wetlands to north and south; disturb/clear ±6,191sq.ft. area for purpose of demolishing existing dwelling and constructing proposed structures; re-grade using approximately 116 cubic yards of clean sandy fill to be trucked in from an approved upland source; temporarily disturb/clear±6,626sq.ft. portion of naturally vegetated area to west of dwelling to enable installation of sanitary system, and ±618sq.ft. portion of naturally vegetated area to east of dwelling to enable installation of drainage system, and restore both areas with native plantings. Located 13350 New Suffolk Avenue, Cutchogue. SCTM# 1000-116-6-20.2 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 INCONSISTENT with LWRP Policy 6.3 and therefore, INCONSISTENT with the LWRP. 4.1 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 suggested. A. Minimize potential loss and damage by locating development and structures away from flooding and erosion hazards. 5. Manage development in floodplains outside of coastal hazard areas so as to reduce adverse environmental effects, minimize the need for future structural flood protection measures, or expansion of existing protection measures and to meet federal flood insurance program standards. The proposed structure is located in FEMA flood zone AE EL 6'. The enlargement or addition of structures in Special Flood Hazard Area where flooding is high risk does not meet this policy. Structures located within these areas are subject to damage and loss (repetitive) during storm events. —,N ,.5,.:4�;� .`�'•.`�' b'!s y1ro `� t, 4,a. ,.•..::�r§t_.v4 ?dpc%3. ' r '+'' �d,fi ,•Jim yM+;�aj yrtl Y.''fi�1 r-tiY'"='r.• f .,;rS. `....;'.�• ,.. :,':*, 2.4 ,E �7i��'�:1"•}c':r•,iia°i+.a ' �,5..`,'�'z.%::_,{,;j,�"'�pt'•,' �` � r ��.17' sYa.' , d, -,r'iF•:;+'}5j{1;.�-F„I��-r",73„!J �`�.%�1,.t'?µ j �_ x ��'S.•'h.� [A'a•� .,,+�.e. terry. w .,c,:= r-,ry T, '�.�•'��(� ter•.:m,: 1 �,, .amu { ^ �'- •_� y f'L tit- .+�`' S y r �ryvH„ n' -•�� . �y'17'L :I.�'•'I y EJ '-i,;'�a•�'” �' ram i�'> d.'tfi� _ .F.... t7• S. n.i,, z,s1 '-•-'T1�'•�c' �. _ __. ty_ f!'._t_ y-;�,C. �,�. _� R�'-.r ti' t' 'K<• - tar•,S"'x. •Bstft� .;,,�:,...n.-EF,,,.. :��v_ .+',y�`±Cy,? i' .G,G�-i`s+�.G.��, fK_t,,.��. .....;r.w o� �� o i..1'.r1'f%"^ :'4••'•Y K'e� y QtL^,E• 9 ? 1�a�a*`.+Yhti z ''_ c."� �,,3�.��` ' •�• Figure 1 Subject Parcel 6.1 Protect and restore ecological quality throughout the Town of Southold. A. Avoid adverse changes to the Long Island Sound and the Peconic Bay ecosystems that would result from impairment of ecological quality as indicated by. 1. Physical loss of ecological components The lot contains wetlands. The removal of 6,626 square feet of beneficial plant species to accommodate a All OWTS is unsupported. Survival parameters for planted vegetation are not 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 s EN-CONSULTANTS Mareh 2, 2020 Glenn Goldsmith, Chairman Board of Trustees,Town of Southold P.O.Box 1179 MAR 3 2020 Southold,NY 11971 Ile: 13350 New Suffolk LLC, 13350 New Suffolk Avenue, Cutchogu�e Dear Mr. Goldsmith: Subsequent to submission of a Wetlands Permit application for the above captioned property, we were informed by the Building Department during its routine review of the application upon referral from your office that in order to be considered part of the primary dwelling structure(and thus avoid the need for a zoning variance), the proposed swimming pool would need to be surrounded on all sides by at least a 3' wide section of the proposed raised terrace. The site plan has thus been modified accordingly in that the proposed pool has been shifted closer to the dwelling and reduced in size so that the proposed terrace could wrap around the entire pool without changing the previously proposed combined footprint of the proposed terrace and pool. As a result,the area of the proposed pool has decreased by 191 sf from 830 to 639 square feet, and the area of the terrace has increased by an equal area from 2,165 to 2,355 square feet. As a result of these changes, which are depicted on the enclosed four (4) copies of a revised site plan prepared by Jeffrey T. Butler, P.E., P.C., dated October 24, 2019, the project description must be revised as noted below,with the three modified portions of the description underlined and highlighted in bold: "Demolish existing 2-story, 3,420 sf dwelling (located 65 feet from wetlands to north and 73 feet from wetlands to south) and 1,885 sf attached deck (located 54 feet from wetlands to south), and construct a new two-story, 3,287 sf single-family dwelling (located 75 feet from wetlands to north and south) with a 2,355 sf raised masonry patio/steps (located 61 feet from wetlands to south) and 639 sf swimming pool (located 79 feet from wetlands to south); install a 144 sf raised entry patio beneath 2nd story overhang with 14'_x 14' steps to 580 sf on-grade paver courtyard; install concrete pad for pool equipment and pool enclosure fencing; install a drainage system of drywells to collect roof runoff and pool backwash; install new pervious gravel driveway and parking area; remove existing nonconforming septic system located 80 from wetlands to south, and install new I/A OWTS sanitary system located at least 100 feet from wetlands to north and south; disturb/clear +/-6,191 sf area for purpose of demolishing existing dwelling and constructing proposed structures; temporarily disturb/clear+/-6,205 sf portion of naturally vegetated area to west of dwelling to enable installation of sanitary system, and restore same area with native plantings required for successful functioning of system, all as depicted and described on the site plan prepared by Jeffrey T.Butler,P.E., P.C., dated October 24, 2019. Should you have any questions concerning these changes,please leieHerrmann w. Ry yours, R Coastal Management Specialist Enclosures 1319 North Sea Road Southampton,New York 11968 1 p 631.283 6360 1 f 631.283.6136 www.enconsultants.com environmental consulting Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS 1, All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its significant 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# 116 - 6 _ 20.2 E ® S 2020 Southold Tovvn PROJECT NAME 13350 New Suffolk,LLC Planning Board The Application has been submitted to (check appropriate response): Town Board 1:1 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) El (c) Permit, approval, license, certification: Nature and extent of action: Demolish existing 2-story,3,420 sf dwelling(located 65 feet from wetlands to north and 73 feet from wetlands to south)and 1,885 sf attached deck(located 54 feet from wetlands to south),and construct a new two-story,3,287 sf smgle-family dwelling(located 75 feet from wetlands to north and south)with a 2,165 sf raised masonry patio/steps(located 61 feet from wetlands to south)and 830 sf swimming pool(located 75 feet from wetlands to south);install a 144 sf raised entry patio beneath 2nd story overhang with 14'x 14' steps to 580 sf on-grade paver courtyard; install concrete pad for pool equipment and pool enclosure fencing; install a drainage system of drywells to collect roof runoff and pool backwash;install new pervious gravel driveway and parking area;remove existing nonconforming septic system located 80 from wetlands to south,and install new UA OWTS sanitary system located at least 100 feet from wetlands to north and south; disturb/clear+/-6,191 sf area for purpose of demolishing existing dwelling and constructmg proposed structures;temporanly disturb/clear+/-6,205 sf portion of naturally vegetated area to west of dwelling to enable installation of sanitary system,and restore same area with native plantings required for successful functioning of system,all as depicted and described on the site plan prepared by Jeffrey T Butler,P.E.,P.C.,dated October 24,2019. Location of action: 13350 New Suffolk Avenue,Cutchogue Site acreage: 89,795 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: 13350 New Suffolk,LLC (b) Mailing address: c/o Greg Eicher,Manager 10490 SW Eastridge Street, Suite 110E,Portland,OR 97225 (c) Telephone number: Area Code 516-650-3957 (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? NYSDEC(Tidal Wetlands) C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section III - Policies; Page 2 for evaluation criteria. ❑Yes ❑ No ® blot 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 new dwelling will be constructed in accordance with all current FEMA construction standards,with a first floor elevation one foot higher than the existing,making the new structure safer and better protected from potential flood damage. 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 ADDENDUM FOR 13350 NEW SUFFOLK,LLC 13350 NEW SUFFOLK AVENUE CUTCHOGUE,NY SCTM#1000-116-6-20.2 Policies 5 & 6 The proposed project, which seeks to replace an existing dwelling and deck with a new, modernized, energy-efficient dwelling with a raised terrace and swimming pool, will have a net beneficial impact on the surrounding shoreline and tidal wetland ecosystems, including potential improvements to groundwater and surface water quality, as a result of the below described design features and mitigation measures. A) Project Design 1) The new dwelling would be constructed in accordance with all current FEMA construction standards, with a first floor elevation one foot higher than the existing, making the new structure safer and better protected from potential flood damage. 2) Town-defined lot coverage would increase only from 8.8 to 10.9 percent as a result of the overall project; and the 3,287 sf habitable footprint of the proposed dwelling represents a 133 sf decrease from the 3,420 sf habitable footprint of the existing dwelling. 3) The new dwelling will be situated farther from wetlands than the existing dwelling,both from the tidal waters of Great Peconic Bay to the south and from the offsite vegetated tidal marsh located to the north of "Lois Lane." Specifically, the following wetland setbacks are achieved with minimum change to the presently developed footprint of the property: a. The minimum wetlands setbacks from the habitable dwelling structure will increase by 10 feet (from 65 to 75) to the northerly wetland boundary and by 2 feet (from 73 to 75)to mean high water to the south. b. The wetland setback from mean high water to the proposed bayside terrace/steps will increase by 7 feet to 61 feet from the 54' setback to the existing bayside deck. c. The proposed swimming pool will be located 75 feet from wetlands, 25 feet more than the setback required pursuant to Section 275-3(D)(1)(a)(5). B) Mitigation measures 1) The existing nonconforming septic system, which is located approximately 80 feet from the surface waters of Great Peconic Bay, will be replaced with a low-nitrogen, innovative/alternative sanitary system(UA OWTS) located at least 100 feet from both surface waters and the vegetated wetland to the north. Unlike conventional septic systems, the UA OWTS is designed to significantly reduce nitrogen loading into the groundwater table and ultimately surface waters. And the site conditions here are perfectly suited for the proper functioning of the proposed leachate absorption field because the geotextile sand filter system, once installed, requires an undisturbed sandy cover which a) allows evapotranspiration and oxygen exchange for better effluent treatment; and b) can be inhabited by native grasses with extensive root systems that inhibit erosion but do not grow deeply or densely enough to clog and inhibit the functioning of the system. Thus, an approximately 6,205 sf portion of naturally vegetated grassland to the west of the dwelling will be temporarily disturbed/cleared to enable installation of the absorption field and subsequently restored and replanted with native grasses to be left undisturbed. 2) A drainage system consisting of leaders, gutters, and drywells will be installed to collect and recharge roof runoff and pool backwash. 3) The proposed driveway and parking areas will be comprised of pervious gravel surfaces. 4) 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. ❑ 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 TITLECoastal Management Specialist DATEFebruary 11,2020 Robert F. Hlk5jnann Amended on 811105 13350 NEW SUFFOLK LLC, 13350 NEW SUFFOLK AVENUE, CUTCHOGUE z� x c• ter, ��; ,a� � i '`��.�, ��ru� x�a�;.::.`retr. .d^' �'ar:. �y.'.C,.,.Za:�,s..�d'•♦ Y. -,. r� <t • 1i•� 1 Figure 1. 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Box 1179_ --- - ---- - - - - - - ---- Southold, ----- NY 11971 -- ScM4 RVm ----- --- oard ofTrill I Re: 13350 New Suffolk LLC, 13350 New Suffolk Avenue, Cutchogue Dear Mr. Goldsmith: Approximately four months ago we submitted a Wetlands Permit application for construction of a new dwelling, swimming pool, and UA sanitary system on the above referenced property. In early March, based on guidance provided by the Building Department, we submitted a revised site plan prepared by Jeffrey T. Butler, P.E., P.C., dated October 24, 2019, along with a revised project description. Of course, due to the closure of Town Hall and cancellation of all Trustee meetings since March, the application has not yet been noticed or heard by the Boar#, However, as both the New York State Department of Environmental Conservation and ffolk County Department of Health Services have been reviewing the applications submittod to those agencies, further changes have been made to the site plan in response to their co ents, as summarized below: 1) The proposed sanitary system design has been modifi , and the future expansion units are now to be installed at the same time as the prim system during construction, which will eliminate the potential need for re-di Bing a site in the future. As a result, the area of temporary disturbance associated ith a system installation, which is to be subsequently restored with native planting , as increased by 421 sf from 6,205 sf to ' 6,626 sf. However, all proposed sanitary sy em components will remain more than 100 feet from all wetlands. 2) The previously proposed drainage system consisting of d ells ocated less than 75 feet from wetlands has been replaced with a system of leac ' c hers located more than 75 feet from wetlands. As a result, an approximately 618 ea on the east side of the property will be temporarily disturbed and restored with ve plantings. 3) As a result of the design changes, the propose vol e of clean sandy fill required for re- - grading has been decreased from 365 to 116 cu ' yards. We therefore wish to amend our application pursuant to the revised site plan prepared by Jeffrey T. Butler, P.E., P.C., last dated June 5, 2020, four(4) copies of which are enclosed herewith; and the following project description(changes noted in bold). "Demolish existing 2-story, 3,420 sf dwelling(located 65 feet from wetlands to north and 73 feet from wetlands to south) and 1,885 sf attached deck (located 54 feet from wetlands to south), and 1319 North Sea Road I Southampton,New York 11968 1 p 631.283.6360 1 f 631283.6136 www.enconsultants.com environmental consulting , \ k f/> l construct a new two-story, 3,287 sf single-family dwelling- (located 75 feet from-wetlands to north and south) with a 2,355 sf raised masonry patio/steps (located 61 feet from wetlands to south) and 639 sf swimming pool (located 79 feet from wetlands to south); install a 144 sf raised entry patio beneath 2nd story overhang with 14' x 14' steps to 5$0 sf on-grade paver courtyard; install concrete pad for pool equipment and pool enclosure fencing; install a stormwater drainage system of leaching chambers and a pool drywell; install new pervious gravel driveway and parking area; remove existing nonconforming septic system located 80 from ------- ------ wetlands--to_south,_and-instalLnew UA_-OWTS__sanitar_y system-located at least-100_feet_from wetlands to north and south; disturb/clear +/-6,191 sf area for purpose of demolishing existing dwelling and constructing proposed structures; re-;grade using approximately 116 cy of clean sandy fill to be trucked in from an approved upland source; temporarily disturb/clear +/- 6,626 sf portion of naturally vegetated area to west of dwelling to enable installation of sanitary system and +/-618 sf portion of naturally vegetated area to east of dwelling'to enable installation of drainage system, and restore both areas with native plantings, all as depicted and described on the site plan prepared by Jeffrey T. Butler, P.E., P.C., dated June 5, 2020. Should you have any questions concerning these changes,please let me know. Resp ctfully yours, Robert . emnann Coastal Management Specialist Enclosures 1319 North Sea Road Southampton,New York 11968 12:)631.283.6360 1 f 631.283.6136 www.enconsultants.com environmental consulting O t 11Q9 E V J syTO 2.68 s Q� U i U O U (V < 04 On n 2.61 / / Q o N Q U - 1.25 36 / U / L- O o i \Q 'Q O O �\ o >, E s) • \ � 0 �E - 1.35 Pay \ 15, \ \ &Icty or / t' p 1.51 110 \ oO WfT�gN ps I lP \ LANDWARD V1 EN,L7MIT OF. I �� 3 rl s)3 3 0 4�» \ \ ; \ CONSUL TANTSLO�Ap�I p O8 S FLAOO 0. �Oi l + 2.5 SPO DRiVewB9.9 �� \\9\` 2019, EO I 'I / zo I '�\ N33A \ \ I 1 Ld \ \•• 2.11 �. \ / 1 PROP -jo. 3 jEOG 286TOKSMELPOo-� g)3�� •�.` 1 �TfR=R�` 1/35 2.74 L \ oil' I � � 1- \ ARiNa 90.00.\ \ 75' \ a � -� RIGyT wM QJ \0\AE WOJI) CURB \ OF- ?O/V- f �\ ?O N£\�6� N�1 S)i _ 3.20 p k \\ 4.66 s� • 2.67 10-C o.0� U + 5.97 m 2.45 \ _ U `\ STONE ORI V A 7ii f\ o c / Ew S)r N 3e5° w P0 o • 5 69 1 kOCD POLE N 22 i8. Ac 7Ts L Q / ?,4. uN O 0 -.� 74.1 / I �l h 3 U POST 2 S O �, E FOUND ' ^70.r T IOUs f RY PR C O I� CFF17 oAR GE I i Q�� 3.97 / DEC\ RY vy � Q SNO k CP ZaD P�C� O 3o wER `8j•6•` �3 Er O 4.24 . D WO p0 DECk 110" / e n�s t C O Or W \ \ WA •� or Or o e Or \\ POE wACK BR7Ck // b S f \ �K / co o M Non `�erl O \ \ + 5.27 ort;n cy M y • 6.061-1 \ Sre C) h, h7 \ \ ? Q(�L7N A \ �1 ZONE AE(8) FEB 1 \ \ DET ERM(NEUAL TO AO NO APP 11 8 2020 \ sy EN,CQL wETLAIVD T£ J DEC. 04, 2019 IND. ununEs \ \ NS(jLTgN S eOUNo'WM. OCT. 09, 2019 CLEARING & TAX MAP NO. \ \ TS ON APARy AS / JUN. 05, 2019 AMEND CERTIFICATION 4.37 2019 S82 47 34 \ \ 'L p8. / S89'11'15"W "W MAY 01, 2019 LOCATE WETLANDS 20Nf gEle) \ _� 3 66.04' a•0S' JULY 31, 2018 STAKE FOR CONSTRUCTION JUNE 20, 2018 AMEND LABEL WOOD DATE: MAY OB NO: 20189 29318 JETTY '3'S •43"W M L0 O Surveyfor: 114.0 c' CERTIFIED T0: •8 13350 NEW SUFFOK LLC 13350 NEW SUFFOLK LLC Ns4.3o'„" SOF NEI,, 57.16' At WOOD JETnES �P�Cs H. F°+ °� New Suffolk .V �, town of PE CONIC BAY 4.. E Southold Suffolk County, New York S.C.T.M.: 1000-116.00-06.00-020.002 5^0234 J O � sv 41 I 40 DAVID H. FOX, L.S. P.C. N.Y.S.L.S. #50234 SCALE:1"=40' FOX LAND SURVEYING NOTES: 64 SUNSET AVENUE WESTHAMPTON BEACH, N.Y. 11978 1. TOTAL AREA = 89,795 S.F. (631) 288-0022 UPLAND AREA = 60,696 S.F.± UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY EXISTING CLEARING = 17,807 S.F. IS A VIOLATION OFSECTION 7209 OF THE NEW YORK STATE 2. ■ = MONUMENT FOUND, • = PIPE FOUND. EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS INKED SEAL OR EMBOSSED SEAL 3. REFERENCE DEED L. 11782 P. 390 & L. 11644 P. 867 SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE 4. ELEVATIONS REFERENCED TO N.A.V.D. (1988). 5. FLOOD ZONE BOUNDARIES SHOWN HEREON FROM PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON . AND TO THE FIRM PANEL NO. 36103CO501 H LAST DATE 5-25-2009. ASSIGNEES OF THE LENDING INSTITUTION. CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS 6. UTILITY LOCATIONS PER OTHERS. ° OR SUBSEQUENT OWNERS. PROP05ED HYDRO-ACTION OPS GNTRL GNTR AND BLOWER PROPOSED INNOVATIVE AND ALTERNATIVE .::.,. :,,. .� , NOTE TO CONTRACTOR: �� . ,I(;; .P '°,• , ' ," ,u , r� rF.. r �•:. 4a -1 ,,.< " .yU= FOR ADDITIONAL ][NFO: 3' MIN SEPARATION MUST BE MAINTAINED MOUNTED 35 ABOVE GRADE OR ABOVE BFE WHICHEVER IS HIGHER,SEE ON-SITE WASTEWATER TREATMENT SITE PLAN ' ',; . "` 1 °� ;,.t " CONTROL PANEL AND BLOWER REO'MT5 AND 'H' FRAME DTL ON DWG 5P2 °'" "'' ., j , "` SEE ARGHITEGTURAL DRAWINGS FOR FROM E.D.DRIVE TO SANITARY COMPONENT GIA � '� N`,• ':'s r:" 3` :,YCIA TEG SD.GH�kME rn SITUATE AT: ZONING DISTRICT: �`: , x-;�; '„r �� "t +.x�, , b,K11 ,' cov PROPOSED PRIVATE RE51DE14GE (FOR PROTECTION OF SANITARY - _ _ o \ PROVIDE GONV/ENIENGE 6171 R.EGEPTAGLE: � ;, ` „ � ,, �.. 3' �,.. .; �� 4 ;-� `,,L}, ; .�' Y BARNES GOY ARCHITECTS L T T-`T=- NEARBY CONTROL PNL(35'ABV FIN. GRD MIN) PROVIDE 20 AMP 13350 NEW SUFFOLK AVENUE GUTGHOGUE, NY FLOOD ZONE: AEb * ' `<' � • •:. r;; �:Y g� :" •',,, `f.` R a B COMPONENT FROM VEHICULAR DAMAGE) _ L_ r -- _ _ __ TOWN OF 50UTNOLD ,, r',;, , :,• ,� A I ;,I cv L_ f--- J � SERVICE FROM MAIN ELECTRICAL PANEL IN BLDG BASE FLOOD ELEV: 6.0 511FF0 K COUNTY ° i �,1% '' � � �` A PROPOSED BUOYANCY ANCHORING: L -_L _ -_ TES PROPoSEI}' L ,NEW YORK OWNER: fi : � »,. �, � u ��, • .� . HOIE SGTM NO.: 1000-1 Ib-6-20.002 ",14;1 . ' ,<, ,` 4 . "� My. � ; t h• , '�1 13350 NEW SUFFOLK LLG ' w t '&", i ;s " �'x` ;.. a �' r yr Q &RAVEL t m �. "::°.. ' .e i-r'w t�, �v,,:4;,?,,�. a,s!,_ ,' n„-wr,I r'r pY.° F • PROVIDE(4) HELICAL COIL ANCHORS,2 FOR CHAMBER, ZONI �� " "° DATUM: NAVD86 til.W ,, y I)) < ,� 1 4 '�.� r e # y i °£� +� Af i,+ k'^`dF - F?i«.f s •' tsr Q 2 FOR TANK,LOCATE A5 SHOWN L!M!T LIIV� - ft-ft MOTOR COURT ' :<• PROPOSE=D I/A ON-SITE SANITARY SYSTEM SITE DATA: ` '- �,., ' • LENGTH OF ANCHOR SHAM BE t10-15 BLW GRD OR "° TOT OT AREA: �` 4 .t k,_` ;: '' ` ' *. n t < ', ,w Fti': T T, 3 i 9 ' AEROBIC TREATMENT PLANT: ., ' = r . WHATEVER 15 NECESSARY TO ACHIEVE IO KIP ULTIMATE '' I -HYDRO-ACTION SET-N-60 ONSITE WASTEWATER TREATMENT PLANT A`I" L 84, 45 SQ.FT. " k; , ' '' t ' "" '- ; : Y � - N m. w.rA: i. s v °F r k 1xr i CI WETLAND AREA. 29,120 SQ.FT. * t ,., h a'� z,*$riw: .r l. ( 'tµrv., .' r �, 1111r ^,� ` SECURE CHAMBER AND TANK WITH HOLD-DOWN STRAP o 3_ '`>, MODEL ANI100(GRAVITY SYSTEM,DESIGN FLOW: 1,100 GPD) „� '< r , `, �t i, z N UPLAND AREA: bO,6-15 5Q.FT. �' s'' " TO EACH IG ANCHOR z - . 1 \ , �:� ,„ r ,o , ,:a AND TURNBUCKLE HEL AL •• UNIT INCLUDES: OPS OP/GNTRL GENTS W ALARM BEACON r ��.n. +'L�a- v :` � " M °: �"' ". ;�'" _ �, AUDI HORN RM OGATED REMOw Y A5 MYSDEG ADJACENT AREA/TOWN BUILDABL E LAND LOT AREA-WETLANDS) ' : f f, . l M; SEE CALCULATION DWG 5P2 BLE ALA (L TEL , SHOWN) '�' ' `� , ,, ,'s I ' :', ,1111 ,"'I S630 , M ,r r7 , ji s 3�1 II Yr _ E o.6RVL (� �y G PROVIDE: LOT COVERAGE• EXISTING(TO BE REMOVED): PROPOSED (DEGAA): PROP. (T.O. SoutholcU: ' `' s' "" - ``1 ,,-! 1. LJC/TH ICLCXIJIRED AND 11-_ ;.r. lel SED•• `� n,» ` g�."f ,{ : i *,•� - �" P i{ �' r t - g r r 4 . '7? 1 E L OF 100' pG r � r - ,\� .. 2'U/6 ELEG GND FROM AERATION CHAMBER(A.G,1 TO OPS DWELLING 3,420 SQ.FT.(5.640 3,287 SQ.FT. (5.42A5) 3�8T SQ.Ff. (5.42Ai) I U t °'`, ,:f>. ,` x ` `�. 'I 8 97 S �0"_ EXPANSION LEACHING LAND �, 11 ,�- : '2:STY LkJ�6 .:: , '1 :,.r :' ° ' . �r., #4T1'�'� � , , Sl 11 11 2 U/6 VENT GND FROM PRE TANK(P.T� TO HOUSE STACK ENTRY COURTYARD N.A. 560 SQ.FT. (0.46Sk� NA. . .�, , = `' Qr ' •, .e, \ t I i r �• .Y �i'1`r�.3:. ,..-,6..�. 1�.. - 4 F�a 1��.�d-.- � ,,,'� ', � Ex15T. COMPONENTS SHALL BE 1 11 11 rI'\ hU A=TTAGHED CARATE.`.:: .. 6171 GONVENIENGE RECEPTACLE NEARBY CONTROL PANEL RAISED ENTRY PATIO t5T1=PS NA. «:ig `. "''°� ';1111" a' . NI1N 40 50-FT. 0-%% , . ri., 1, a .. . rY : .. -, h / y '. . . •. 3 ( ) 144 SQ.FT. (0240 r:: :, , ,, ,s �NYT #3T PROVIDED DURING S h>11 N 1; /� _ _ 10 MIN MAINTAIN REQUIRED SEPARATION DISTANCES,OW6 5P2 1. ,'I._. . ':, ` �`�` • `„$ .:•. », , ; °"_` " , ` iv a( r' °�°\ p� `3� �Q�' INITIAL INSTALLATION ;I 11 1'. ;11^1nt // ; -lt_ - / 20 AMP'SERV'FRQM`:.. : SHED bO SQ.FT. (O.OISYi) NA. NA. �� i zr , I,, { .�t � `, �a .,:' a � t 6� nC I' n // i __ 'r MAIN PANEL•'IK HOUSE SEE DETAIL,DWG 5P2 DECK 185 SQ.FT. IIS NA. NA. £_ A �' "; ' �" f�, 'I Ion,\ 11 11 / 1,/r,.,a::s �/ �,a1�Sut t •, •. e,. .i', N�ct , At- < / - P_,,,� i MASONRY TERRACE 4STEPS N.A. 2,355 SQ.FT.( hb%) 2,355 5Q.FT. (3.88%) :, ,, � ,. . „ 'l__ j Irl, /`� - z �i�Eq E qABSORPTION FIELD AND PIPING: SITE LOCATION }111. .'r`„ a@U 1�A� 1, SIJ, / t� �AR LIFE � BOTH REQUIRED AND EXPANSION SYSTEMS ARE SWIMMING POOL N.A. 634 5Q.FT. (1.05%) 63Q SQ.FT. (1.050 �' :' '17i1�l 1 1'I / // -¢: x �' r �'ll 11 1, 3,vV l 5, pT GO R �, _ .RAISED MASMR1' ;'( " p ��) `�UV � AG � 5'MIN EL-EN 65F 6EOTEXTILE SAND FILTER 5Y5TEM „•. o c� o � O -A�I 11 1', - ,',Lt M\N a.g yaR��)� , �. •. '.4'.. .* PIPE., . ., R�.`.' . ' ..2 STAGE BIO MAT W/4"� PERFORATED PIPE 0 0 �`?0 � ` �� p �h= / b 't�ti • `•AUTO=VEWW'(AIRveNT-fIED .. INSTALL ISN 25' LONG TRENGHE54 L6 MODULESMTERAL) �LOC�AA ICON MAP: COMPATIBLE GLEAN ANDY FPROVIDE AN ESTIMATED illb ILL SIMILAR $ $ C� f0, __,�� 'F b ENHANG® IWO'HCUl VENT 5TAGK) .. 6517 = 142 LIN FT SUBJECT PROPERTY CURRENTLY: GRAIN SIZE (OBTAINED FROM AN APPROVED TREATMEINO UNDER6RDUND STORAGE TANKS EXIST ,t, `�0', f i• t1 11 111 �\ �� T M) I ��_ as ALL LATERALS MUST BE INSTALLED 0 SAME ELEV. UPLAND SITE) FOR THE R RP05E ATTAININ6 THE Ic 2 � POST y`,I(\I,, \i %11, ,+ 1', �'k UNIT(1=1T11 10'MIN PROPOSED 9 MAINTAIN SEPARATION DISTANGE5,DW6 5P3 STORM DRAINAGE SYSTEM: ELEVATIONS AT GRADE SHOWN IN THE PROPOSED \ NO STORM DRAINAGE STWIGTURES EXIST ON THIS SITE. ALL PROPOSED DRAINAGE COMPONENTS WILL 51TE PLAN AND SANITARY R15ER DIA6RAM. FOUNG '��; \�`, `'n �, \ (TERRAGF-1 RA15ED POOL 1, SEE DETAIL ON DWG 5P3 157. `I 11 '' -sl t�` I, '\1 11\ GOMPONENT5 AND PIPING: MAINTAIN A 20'SEPARATION FROM ALL PROP05ED SANITARY 5TRUGTURE5 AND/OR AB50RPTION FIELD now or formerly NYT #36 `4'1'1 � u ,1 , 11�; \I 11 20 MIN (formerlyMarlon Gase) NGN ,1 Ill I 11.11\, �1- ',, (POOU ^^�� 2 POLYLOK RHINO DISTRIBUTION POOL (bP) NOTE: PROPOSED AREA OF DISIURBANGE: Davi Terry Gase \ ,9( .- , 111 I I>� 1 ` `^^^' . • USE END GAP LEVELING DEVICES {� t254a4 ft 05832 AG) Revocable Trust I V, I o THESE PLANS ARE DES16NED TO COMPLY WV S.CD.H.S. STANDARDS FOR APPROVAL OF PLANS AND `s. c, H11N 111 4'W,� i1 L1 t • MAINTAIN SEPARATION DISTANCES, DW6 SP2 AND 5P3 GON5TR.FOR SEWAGE D15PO5AL 5Y5 FOR OTHER THAN 51N6LE-FAMILY RESIDENCES-DATED 12-2q-2011. UNIMPROVED,vAG/WT Inn,�11�u, )'I \\ 11 �N, / I/�1 • SEE DETAIL ON DWG 5P3 � a `7�' 1 b • OWNERS/INSTALLERS ARE TO FAMILIARIZE THEMSELVES WITH SECTION XVI.I -GENERAL REQUIREMENTS 1-9 PIPING: t� APPROX. b ICI SF OF EXISTIING NO WATER SERVICE OR HIL i;�� ►j�,l 11 I`,1 1`11 1,\ //f XVI 2 - I/A OWTS MINIMUM DESIGN REQMNTS AND SECTION XVIb-ELECTRICAL REQTINTS. THE AFORE fD it, (/� VEGETATION TO BE \k AJy"' • 4' 5DR 35 TRAN5PORT PIPE (TYPICAL,U.O.N) MENTIONED SECTIONS OUTLINE MAINTENANCE AND CARE OF INNOVATIVE AND ALTERNATIVE ON-SITE ' 51TE PLAN BASED ON ORIGINAL <oj , 4* . a 4' SDR 35 DISTRIBUTION PIPE(OVER GSF ONLY) WASTE WATER TREATMENT SYSTEMS REQUIRED BY S.G.D.H.S. 10.%A1 �� O DISTURBED/REMOVED FOR DEMOLITION SURVEY BY: GF _11w` '^ *. �� ZONING LIMIT LINE � OF EXISTING HOUSE/GON5TRUGTION OF FOX LAND SURVEYING �� LINE OF WETLAND 100 5ETBAGK : .� ZO PERFORATED,IN HOLES AT 8 AND 4 O'CLOCK �, v (INSTALL LEVEL) PROPOSED STRllGTURES DAVID H. FOX,L.S. P.G. � ' ENLARGED SANITARY PLAN of N�411!'O�K CIN b4 SUNSET AVE. ,F, .11, •�' pt�Net &LONG 15LANP WEST HAMPTON BEACH,NY 114Tb = LANDWARD LIMIT OF TIDALWETLANDS PHONE: 631-288-0022 15 7.5 O 15 30 ,,/, / WETLANDS AS FLAGGED BY _ \�/ SURVEYED: 05-14-201b, ,q cRAPHIG SG\\ in = 15'-011 EN-CON5ULTANT5 ON APRIL Ob,2014 / ,�,' �/, / `Sj• 800'272-448Q 811 LAST UPD: 10-09-2019 Ex15T .� — fi U.P.#35 +1i UTILIZE EXISTING TAP, RUN ck�c www.dignetnycli.com or www.ca11811.corrl — �„—� PROPOSED I" SERVICE WATER? ` `r (for other states) VI Ah, t`If 1111, \1/, 15' WIDE EX. S� J SURVEYORS NOTES: �'/ — ,t1i, = al//, LINE,SEE INSTALL DTL, DW6 5P2 . HM0 O� U By law,excavators and contractors working in the REFERENCED DEED L. 11182 P. 390 t . _ `tI I• RIGHT OF WAY - \ a �/.�y� five boroughs of New York City and Nassau and L 11644 P. bbl .19, -- -- -- --' -- —_w ft� EXISTING � �/i�r :� Suffolk Counties on Long Island must contact 0` It I DigNet,1-800-272-4480 or 811,at least 48 hours ELEVATIONS REFERENCED TO � , �` � — — _ — GRAVEL ROAPKAY N M but no more than 10 working days(excluding N.A•V.D• (1488) 15 W `S73°31'40"E Z ui EXISTING WATER MM AIN WM • — M WM � TO REMAIN d W O weekends and legal holidays)prior to beginning _�_`•f 00 an mechanized digging or excavation work to FLOOD ZONE BOUNDARIES SHOWN R.O.W.R � W 9 en 914 ensure underground lines are marked.Excavators HEREON FROM 334.85' 2 �� EXI5T. AVEL t `S' ? 0 O ^ I� and contractors can also submit locate requests FIRM PANEL NO. 3610360501 H - -n — — 51305114011E, bCIA5' -� RDWAY TO EMAIN 5.5'7° , � y� ifs EX15T. I� online,through ITIC.If you do not currently use ' � A i �O„ 5-13024'10"F- -+p O � I O ITIC,please call 1-800-524-7603 for more LAST GATE: 05-25-2004 �0 EXISTING GRAVEL 3�j - _+ �� 93' �— — QQ,00' =N — --- — • — — UP 433 N P4 Q rj - - -' (�, at s - — ' ��-- 513.24'10"E I r T, >- M information. 'r0, wg� ROADWAY TO REMAIN ItW 19 -- EX15T. - 0 � � r � �� I�� djT3°24'10"E , w I'D Mt, &, - R` E.O.EX.STONE RDWAY ZONE AE(6) O 0 LIL a33A -M 0 550 Q 43.Pll�J EX.WM � M � X For safety reasons,homeowners are strongly �'.1 � � � � p � Q EX.UTIL. — - �4 � LOIS LANE PROP05ED lfl LLQ a encouraged to call as well when planning any type , ` , r �� N y� \ • ' •: .r of digging on their properly.Homeowners can N F TRIBUTARY I O v' PROP. EX EL ,'0 INSTALL STABILIZED Z 99 9 p p y. WETLANDS I o POLE .` \ GLI>� ,: :,.• EROSION CONTROL MEASl1RE o E--1 x z `ter::-:?:`•:. .�•' contact us directly at 1-800-272-4480 or by calling N ! EX154T. G� t-S pq O AI4K5 MTR Q' �":• P, E .•(•,.,, .*. CONSTRUCTION ENTRANCE � m � O PROPOSED '°r'• Ln 811,the national call before you dig number.For LIL 34 .¢ o — ' �^�. `' SEE DETAI DW6 SP3 Q = excavation work completed on personal property,it is A POOL DRAINAGE SYSTEM �_ ` '••I�QF�O$ED' -';'' _ __ !• EDGE OF r, L' W 00 is the contractor'sresponsibility--NOH the ,f► (P �1� I - IO*X 3'LD.POOL BACKWASH -' i " 1?ERYIOI1y'6t�Y�.•' ' '` EXISTING PROPOSED 111 DO homeowners-to contact DigNet.Having utility lines j 1N6 POO P. -�� r U ` GLEARMG `•� •`�f T k 1k �! R.'. GLCARING EROSION C-ONTROI MEASLE 00 marked prior to digging is free of charge. , Fy LEAGH L(PBL ) / + �' ;pRlCD 0 lr, SEE DNS 5P4 FOR INFO. \ +`3 -� — .: ..' YENAY..'• INSTALL INLET PROTECTION ON ALL LANDWARD LIMIT OF TIDAL PART OF TRIBUTARY II �,j� � + o A > > _ yt�k" .• �.a ` ':roG' _. OPEN COVERS,SEE DTL ON T5 T �„� N ,Ilr, ,`�,, PROPOSED PRECAST GU + o UT1L..TRENCH,' ... ' WETLANDS AS FLAGGED BY = AST/ LTEG O./, + ,� { ) § ::•:5EE:DTL,dW6 15m.. ` . .'' �3.CI'::..., (� �T� m EN-CONSULTANTS ON APRIL o8, 2016-\ STORM DRAINAGE SYSTEM - E - Y' •�� NOTE TO CONTRACTOR: F-�-�1 ,�� c I -3k3k3'GATGH BA51N W/FLUSH I + i 5 r r- - \ \ + ( PROPOSED r CONTRACTOR TO COORDINATE WITH -i G i + + + + :PRM`�O', '..::.`.; ::.':'v: FI/ �o A POOL GATES ARCHITECT FOR LOCATIONS OF ROOF LLj ,,Ir. � L All, �� (T)GULTEG 180HD CHAMBERS + + + + : ; :\ 5�' }5B ;m \ z t r, SHALL.BE DRAINAGE OUTLET FOR GONNEG110N f 1 I- - — /N\ \ Y/ '`�'.: >:. .:144 RA M R11` .:.. �.- STORAGE VOL PROVIDED: 4'10 GU.FT. %+ + + + ". SELF-CLOSING AND TO PROPOSED GULTEG DRAINAGE'r r / FI/e8: :Ei4rR PATta ATH' �. ' \— — -- -- - �� 2 _ `,� + + + + + + , • 2tid-STY pyo;'", O \ ` + +( HAVE ASELF-LATG STRUCTURES(I YPIGAL) r 1 f� Ex STONE SEE DETAILS t REQ'MNT5,THI5 DW6 d + \ +70 / _ — . ,� ROADWAY ti SEE ARCH FOR CONN.LOG TO +/ + + + + <' ( .•.: *�, - s b to 11, 0 r tt �— — - — -' VdM W r /w TO REMAIN ��1 t. . ,'11� t4Xl'F,�TFPS: V. —0 0 7 DEVICE(TVP 6 OG'S) w '_—TING WATER MAIN f ^� �? �t ROOF DRN6 OUTLETS + + + + + 10 MIN 30 4 =� \ '1 f'l + -� �5 _ _ SIS LOIS LANE \\°' o }' � �; So I 11 I + PART OF TRIBUTARY II 0 1 ° 84.45' ` EXIST. '� + + =t-�-_ 22.0' L 4 LOIS LA. 513 �414o E - ° LIL#33A`� 15 R16HT OF WAY _ _ — . — — . _ J EX 5T01IE ROADWAY TO REMAIN ° 513°24'10"E 513°24'10"E Ex15T. ,.' '`- = 8.9 �' f ll�' I + +iW �` PROPOSED PRECAST/GULTEG E R: 38.43' E ° 90.00' Ex. M -i_ '. . .:'::• ; / I I 11 I STORM DRAINAGE SYSTEM - EAST 573 2410E �i 50.01' 4385' U.P.#33 „� ;� + -- ,-�- y ,p�(p.�. • 580 517 ON GRADE / + + 58A OF (N _ , I6 5' I -3 x3 x3 GATGH BASIN W/FLUSH INLET ,`� }-O / tSt EX STONE RDWAY \ A LINE TE7 N PAVdR COURTYARD , EX.UTIL. O ' >;/� �+ + + + + :` TOG.r: •• :' G.FL.El.� 1,12 . j TO REMAIN r l now or formerl '�"`' )I;E ' ' :A•''' Q , In v + + (1 GULTEG I�OHD CHAMBERS T. POLE -O Ex.ELEG.f Ex.wn GURe .� y + + + + «- ,. r+r,'', . \`:� as'; , :' ... 6.34 ASL - N PROP05ED . _ I 1 I ( P ,`Q• 1 gO� .A /METER �t�_ TO BE REMOVE) 1a nest Gase,Ncncy / + + + + + a- Q•- '•` *••• ' . ` / 2-STORY DWELLING E.O. -J L J t t ( STORAGE VOL PROVIDED: 648 U1.FT. Cij � 'I_ Marschecn,Barbara 1 +E O X.CLR6 + + SEE DETAILS 3 REGHM THIS DW5 +1 + + + + + + - , '•..`'h'... `' ' ...:• ,. •'• 8 BEDROOMS + ( 4r SEE ARCH FOR CONN.LOG TO ROOF DRN6 OUTLETS �;- C`Vc� O W Mcrtin 4 Po,l Prem < � 4� =' W/ATTACHED 6ARA6E I IL I y� :d -P CP , p ..... . SIRFKE wnTBt WiHN + + + + + + + m" r2nd FL OVRHAN6 ABV I �II ll + +l r c e 11 .r , -. . ... R u 3001$TOFPROFMIY + + rt- - (CRAWL 5P.FND) I . ,� I I / • � PROPOSED DISTURBED AREA n w •P / ?�� EX. BRIGK f^1K TBR "� to m.Ls HITf1N w FEET i _ t FIS A/Ib.O' 360' 3,287 S.F. L (�,�1 �� TO BE REVE&ETATED: Z OFT TY 100'WE }.I -, 1�pC,H1t I ; �' F.FL.EL.a 120 A5L "`TTT � . - j= � HATCHED AREA APPROXIMATELY t61b 5Q.FT.AREA'TO O 0. 3 !v �j' g ' EDGE OF �. EXISTING EDGE OF ,�,,, ,fit, _r E_, N� , AE�L) C� —_ STONE DRIVEhIAY �, 1 N : + + � K,- + + a / 16.0' y ) EXISTING — EXISTING MppO�_ pgY,E + �-1' +' ® � + + + �PROPOSED I BE TEMPORARILY CLEARED/DISTURBED FOR STOF44 A \. • TO BE REWORYED > N FUBI IG HATER �', l b 4' .I`- ,- CLEARING 26.5' CLEARING 1111 MAX /?//� ?2 I , nt QtJP i + +- _ CROSSING CR / PE 65E) .'. 14.3'/'0 o • " _ SI1B`_,EGIIENTLY (617=6 3) ,1;111'1 + , + - SEE FOR PLANTING SPECIFICATIONS) 1. 1 +, + , +��.>�� f �t,a' ' '�•�.' ' . RESTORED w1TH NATIVE VE6E'TT'AT10N� •4 ........ _1 � RAI5E0'I`1ASONRY. I S a_. TEST_ I¶1 I r Q }� H ',+ `, � ^'- + TERRACE.a'.ST.EP5� 'T � (SEE TABLE ON DW6 sP3JEFFREY T. BUTLER,•• U m EX V0 KALK 1, . " y A + '\ s;111 + �/+ � - _ _ _ .AREA:`.2.55 `•SQ:FT: o + + TtM CfRARtLY L P.E. . ,_ HOLE ti I T REMOVED X11 Z I I + + �. EX.AG I 0 BE RE OVE �' I 1 f PROFUSED Q FX. WD V -.` 31'I�'II * + + +� ' + -•'.• •'.• •'.'.. � •.�.. ,` ui GtEtARED AN I E TJRfFD V'I� Q ylETl l ' r1t I Z 2t Gt`PL C7Vi2yAN'tp`AE3V'• o POOL ENCLOSURE t t F7'f'A LINE-7' �..._, UNITS TBR 100' �,,,, , ,F } + + g + + .' NATIVE Vf�6 TATIO AR A �° I 24' — 1111 Ex.PROPANEC•- ;.-- '®""�' � .�, PROPOSED DISTURBED AREA - � + + 1 `+\ + + c S•:. "N"A $ POOL FENCIN6 AND 6A7E5 + + + J _ �8' 3 TArJK T 1 816TO BE REVE6ETATED: - �+ ® + + + + �. - ED. SHALL COMPLY WITH N.Y.S. . . }- O -� ° , b '' to eA J RESIOBTIAL trrOL.F. Z = "` ° ERI MOVED HATCHED AREA APPROXIMATELY t6b2b SOFT.AREA TO + + 1+ MAX r rt ^, + + + y O �E, l00 IIERAty 5ETSK 14.1' EX.OUTOR + k 1 r I. PROP.RAISED POOL i o I LEGEND: Z ~ �P BE TEMPORARILY CLEARED/P15TLIRBED FOR 5EPTIG 5 NI1N 11 , +Z� rt + I. / -SECT.ON A6105 I� „�... 2 2 STY FR.HOUSE GARAGE Q I 51 010 lFR TO `_" I ) r +'\�—I N',+ * t t r • AREA, b3Q SOFT. o -� RING w v � TO BE REMOVED 11.2' v 5Y5TEM INSTALLATION AND 5UB6EQUE�lTI-Y RESTORED (m' �' �� M \ _ / G� � Q �,.�` I`Zr: BE REMOVED \O + +\ I = � � , + �, + + TOP®II.T5'A51. 4565 / P L0. � (FF=11.01 r ENGL. I- � ,-0 WITH NATIVE VEGETATION POST t .1.1 + I, �e�L BOT.@ 6.25'A5.L. P� ' ��'' � PROP05ED SANITARY I/A 5Y5: .•"' ` 14 I' = m_ PORCH � (SEE TABLE ON DW6 SP3 FOR PLANTING SPECIFICATIONS) FOUND I� , 11 + + + / `+ + + +�I-1. -,,- \NN,, + + + +\ I / / �`, N O GOVB2 TO GRADE /_ / P-4 O I_ r q' v — _/ 63.8' — TBR °/ N T RtLY 1 I 1 + I 4 E.O.EX.CLEARING � / 6P oM ( l0 / HYDRO-ACTION = N O _ o + + + + + i �a1 Q z 2nd 5TY t-1 2nd STY - f + + �� 1 +,'� l� + �'�1 �+ + ® 1� � c� VCO J J�-.• VA OWTS w GtE R+E AN I E T� D C , 111\ 1 1 . o EO EX 1 �}' O 6•..,,, �K TBR DECK TBR 4 + R + + l 11� 11.1r, ,�+' + , ,, +\ / EO.EX �- + 1�+ t� +L-- t , W / CLEARING ® ., � � rf'�T�T-T�Tt 1, FILTER � O NA IVE G TATIOt AREA / +- + "�� / + - / > o 6EOTEXTISATJD P--I EDGE OF OOD DECK �;� � �� // EXISTING •.... EX.BRIGK j � + J I�1^L ND b GLEAWNG N• o Vj •...� 1 t t t t r \ CLEARING TO E REMOVED/ NALK TO *41 �' MNL + + + + 5ETBAG / Gvt�R1t� � '�, � ® 1 s � IN 4'WIDE TRENCH � I— � O O ,I: � yF L_J__J_ _J, IJ POST EX. BE REMOVED r + + + + + .... p ��' �Sl CQ FOUND a�a -FLAG — — — + + + + + t34+ + +rill n � � ••� PRO PEMA LINE � "� � � � � '� W 1 g b EX. WD YyA K BE .EMOV D #`" ZONE � PROPOS®STORMWATER SYSTEM= W POLE TEST HOLE .+ t + + p�,14IY FI> 1=� -°°� . . �,. _ . ''�� Ix Z "D I + + + +( " / AE CULTEG IWHD CHAMBE25 v W �_ '.' — .�K" ZONE f „ r Imo'V E11 s�� a. :... , . + + + + i PROP05ED I O POOL WATER " `8� `,; � z now or formerly .rr ` `� �I PROVIDED BY: � L �,� Q \ 1 V`t T— T-—T--t 'INGREASED STONE' E-�I I David Terry Gase 5`"_T6AU: „„ O, w, o rho Qt I MILLER ENVIRONMENTAL GROUP /�,� �- -.� - 6 + > -t- - L -_ ]J O Revocable Trurt •� '"�""' _...,, I ' !�j* I�1E ' � �$'Z 53b EDWAIRD5 A CALV'ERTON NY � 6 '�"� ��+ �� / SUPPLY LINE TO POOL EQUIPMENT � 11 O 1 APPLICATION � W (f ormrl NkTionGase) , ,� m W A J �, -, ' �• TEW.GIFARM6 �15 ` "} I--1 � 1 y � IN 5'WIDE TRENCH EXISTJ �$ PERFORM®ON; 10-330-201q ° / 1 1 $ ,_ � u O " «, F: �� $ POOL EQUIPMtNT ON '1' „ $ 9 1 Q� �Q 3'x3'x3'PRECAST CATCH Q UNIMPRMED,VACANT 612 NO MATER SERVICE OR WELL CJ BY REMOVAL PER SGDHS REQUIREMENTS °' �/" `I`1 �.4.IS' o o'- IA'BELOW GRADE �'- 4" THK P.G. EQUIPMENT PAD, S$ b6 $�$ J BASIN w/FLusH INLET CO.) 1J_J 6 - V 6 / 115 -Q SEE DTL,DWG 5P3 Q pC j (SEE BOXED NOTE, TH15 DWG) �;,. \ $9°1 I ... MEDIUM SAND BROWN O -1 �y C ! 0 CC"TO GRADE / � PRECAST 10'i LL 1- Ci � N \ a !V�� EL.3.18' ( 1 � ��6 14 — TIE LINE ALONG APPROX.HRM. I- U_ i ) 6 I D -20 BLOW 6RADE _- (EQUAL TO TIDAL WETLAND BOUNDARY COVER mum BRADS I`., 1 POOL BACKWASH W N 13- � CN 0� (/1 ..,._� � <, \`-I/ LEACHING POOL Cn � � 1 O N MEDIUM SAND-BROWN It: AS DETERMINED BY ET1�ON5ULTANTS o� ,� (% o $_ ZONE X . . to ON 04-06-2Oly 1.01 a Q w 0 ABANDONMENT BY REMOVAL: t�`O�I V1 `o �.2.16 2.0-3.O'BELOW 6RADE � o 0 - / U, _ p.,4 Z LI_ — O E`XI5TIN6 SYSTEM TO BE ABANDONED BY J COURSE/MED.SAND VA I o l� O O REMOVING ALL RESIDUAL 5E14A6E WASTES BY * t� -° .P_ up �: � MIXED 6RAV�(SW) W x � A LICENSED WASTE HAULER,REMOVING THE p4 Lo FEMA LINE p H. I.IB' 3A'-4.0'BELOW 6RADE (7 � I C ,�'° W EXISTING SPOT BEV: x6.0 a m ENTIRE STRUCTURE(5),BAGKFILLINei WITH SUITABLE SAND AND 6RAVEL MATERIAL,AND _ - - � � , MED.TO FINE SAND, S� rte" Ie c EXISTING CONTOUR m O DARK BROWN W SILT(SM) b O -7 � PROPERLY GOMPAGTIN6. ^^ EL.0.18' 4.0'-5.0'BLOW GRADE FEMA LINE TO BE R&'IOWcED= v x ZONE f (8) o :.: �� .�, aa.ee '/ ., ry� R , .. .�. . ZONE AE (8) -- -1-__.______. b. ,`fin MEDIUM TO FINE SAND, BROWN(SW) Ex15nNs CONTOUR: \* a EL.-082 ,_ , � a i°30�1� ,.w.. 5A 6.o BELOW GRADE PROPOSED PARTIAL SANITARY SITE PLAN =6-- PAGE: a �g4 � MOIST SAND( -MED.DARK now or formerly N73°51'43"W 114.08' 5� .16 �-�- GRAY SAND(5w) David Terry Gase �� •-192' Revocable Trust m 20 10 O 20 4O 60 8 6.0 -7.0 BELOW GRADE U N i 8 ,,i ' PRO".GONTGUR: 12::_- **_t, ....,.� TIE LINE ALON6 APPROXIMATE H.W.M. 6ND WTR a E3.-23:1 M015T TO NET (formerly Marion Gase) X GRAPHIC SCALE I\ I" = 20'-0' _._ t rn ,�.�.,,� t'EQUA,L. 10 TIDAL WETLAND BOUNDARY � x � 5� .16 X PROP.SPOT IELEV.. b.o 4', PECONIC BAY AS DETERMINED BY EN-GON5ULTANT5 EL.-2b2' COURSE SAND,E1RK � _.___� !„w � SITE PLAN - DEMOLITION TRACE GRVL(54 _ _ N °3p 1� 1� �T HOLE ON APRIL Ob,2019) �D14A ENCOUNTERED a EL-232 , „ g4 ~ N73°5143 W I-�-� _ 114.08�� FINI%W FLUOR ELEV. 30 15 O 30 60 ZON11,4(1 40 HIGHEST EXPECTED 6ROIINDWATER a EL.0.92' PECONIC BAY SCDH5 APPROVAL AREA: FFLIEL. GRAPHIC SCALE LI1411 !; 3p-O � of 4 Q o o (2) 2x8 x (LENGTH TO SUIT) AGQ PUMP/COMPRESSOR POWER CIRCUIT -� --------- - - - - - - - - - - - - - - - - - - - - - - - - - 00 HORIZONTAL GROSS MEMBER G 6 11 (TYPICAL) USE 565�WA5 ER HEAD T� IN PROVIDE ELEGTRIGALPANEL -REAKER BLK ''lam L MI BLK R o ,/.nb Lt N ❑ q q M 6 g D T Lj K�r LI LI SPI 5 ' N AK-080917-1 GFI RECEPTACLE (NEMA 4 BOX) (TYP @ EA. POST) IN EXI5TING BUILDING FOR � RIMP ® SVS n �._ 14x 12 12x AGQ TIMBER SH F x PROP05ED I/A OWTSNNwHTA HT Moron IS.o FLA. ELECTRICAL IN ® ® W-W E INSIDE LID VIEW DEPTH TO ACCOMMODATE BLOWERI/A OWTS N E:1 �] NOTE: ENCLOSURE (1) 2x4 AGQ BACK BOARD ELECTRICAL P z GB2 GSR 6 LOOPS I I SCHEMATIC o ON ON ON ON ON HINGE TO THE RIGHT LENGTH TO SUIT H FRAME T 12 x x 1411 o t - _� ® ® N.Ngt� ° ;� : BLK BLK BLK DIAGRAM RPI REGIRG �'RATIN55, I I °""`"`N°" ` 3/4W® 115V OFF OFF 0 OFF OFF I • • PUMr I 2 'u, I 3 t 1 • • �® WHT WHT N MOTOR 150 FLA NOTES: STAINLES5 STEEL ANGLE FOR FLOAT SWITCH TO BE RATED PROP05ED 2x SHELF SUPPORT I 1�--- 6� 2 AMP AT 120V MINIMUM. s ® L , CB3 MAIN PANEL DISCONNECT G 101N�W[Val� � Z BLK 'L_� BLK � BLK MUST BE PROVIDED BY � � � I MPI MICR INSTALLER.INSTALLER. FIELD WIRING 3/4HP® IISV I THE CONTROL PANEL BOX NOTES, RTO MUST BE A MINIMUM OF 600G 0,�, 3�L�T 0' s�z 0 0 MU5T BE RAGED OUf51DE ON FLOAT SWITCH TO BE RATED 2 AMP AT 120V WHT N MOTOR 150 FLA COPPER WIRE. DASHED A SUITABLE PEDESTAL h11THIN I MINIMUM.MAIN PANEL 0156ONNEOT MU5T BE LINES INDICATE ITEM5 NOT 1 --LABELS ON OUTSIDE OF LID i 4x4xb'L6 AGQ TIMBER P05T VIEW OF THE 5Y5TEM THAT IT z PROVIDED BY INSTALLER. DASHED LINES C El E3 a o E]ED N . FF7 o CB,¢ CONTAIN IN THE PANEL. �_____-___ _________�' �____=a=--�' I MINIMUM COVER 36" BELOW GRADE SERVES GNTRL GN1R AND INDICATED ITEMS NOT CONTAIN IN THE PANELREAM . REQUIRED TORQUE FOR �� gML11 ii 11 H�� MIX ii ii 19MLA i' INCA5ED IN POURED CONCRETE IN 12' BLOWER SHALL BE MOUNTED '� REQUIRED TORQUE FOR TERMINAL BLOCK SCREWS 15 —1 1 w ��u> a �ITJ�L7�l , m GRY GRY ® 0 �; _________ ________- s-_____=s DIAMETER SONOTUBE. (TYPIGAU 35'ABV FINISHED GRADE Ib IN-LBS. FIELD WIRING MUST BE A MINIMUM OF GI cow COMP.RATINGS, TERMINAL BLOCK SCREWS IS O � I (WHIGHEVERA 15�NIGHFER. I � b0°G COPPER WIRE. � 5.4 FLA � O V4HP a 115V Ib In-lbs. N I o 0 0 0 0 0 WHT N `D E NOTE, ALL MOTORS MUST HAVE �® Q c Q 4 Q ti GRADE INTERNAL OVERLOAD CR) ® � � � nh=:i_h=f _1_� 1---i _1_�_h:f 4 PROTECTION. j SPI N PI ® SP1 N Cl N 1 2 ® 5 66� I ��d� i{AG 4+6��CdRG�IfK+li �f�CFC�[dF6f�SLflf \ v] f�C�l�f�} Pump) BLU I 2 LRI-01 RED/WH KHT IWP�ON� te�IH� JJ JJ 1`1 N Pt N P N 191 N 1 2 3 4 5 6 BLU I 2 LRI-02 PINK/WH WHT xx III � SCYcm � � oo � � PINK/WH ® m ` I I • I I _ m z W W �� BLU 1 2 LRI-Q3 YEL/WH A REWG14IRG RUNNING i. _______________________________________________ _____________ ___ _--------__________------_-------� I I I I a r F F O ° ° E x YEL/wI-I CONNECTION DIAGRAM BLU G MIXER RUNNING REQUIRED TORQUE FOR TERMINAL BLOCK SCREWS IS 16 in LRI 4 -' t 4 -' 4 ERMLRI-04 BLU RED 16 PLG INPUT eRo e<�, RFor r BLU AS-I PINK �ti F PROPOSED H FRAME DETAIL L j a (STRUCTURE FOR I/A OWTS CONTROL PANEL AND BLOWER MOUNTING) A. U 5 b �p RUN AUD SCALE: NONE HYDRO-ACTION ATU ALARM = m M CONTROL PANEL REQUIREMENTS: HWA MUTE °� BRN 00 a�� o I. THE CONTROL PANEL BOX MUST BE PLACED OUTSIDE ON A 5UITABLE BLU I` NEW 20 AMP,I POLE BREAKER PEDESTAL WITHIN VIEW OF THE 5Y5TEM THAT IT SERVES. CONTROL TEST a �/ O M DEDICATED TO HYDRO-ACTION FROM UTILITY CENTER AND BLOWER SHALL BE MOUNTED 35' ABV FINISHED ,I, ,ir'I;iN+f ALARM CONTROL PANEL PROVIDER I';, GRADE (MIN) OR ABOVE BFB,WHICHEVER IS HIGHER. LIGHT w 1:20 VOLT,10 SERVICE TO ORC Guu a 2. EXTERIOR PANEL (NEMA 0SPEGIFIGATION5) PLACEMENT ENABLES m THE SYSTEM TO BE SERVICED AT ANY TIME,ELIMINATING THE NEED RED BLK WHT �° Lu Q f1YVRO-AGTION CONTROL PANEL INCOMING TO ACCESS THE INSIDE OF THE BUILDING. RED E-•( X Z LL (;t lrb,tF,IN I'PVG PIPE) SERVICE 3. THE CONDUIT MUST HAVE APPROPRIATE 5EAL5 TO PREVENT 6A5E5 m : p E RI� AN MOISTURE FROM REAGHING THE CONTROL PANEL OR .UNCTION ENABLE O 2 Ln Ln � — 4. 5YSTEM SHALL BE EQUIPPED WITH A FUNCTIONING WARNING SYSTEM BLU I 2 YEL COPLG INPUTa Q 00 HYDRO-ACTION HYDRO-ACTION UTILITY WHICH WILL ACTIVATE AUDIBLE AND VISUAL ALARMS THAT CAN BE W1 = CD AERATOR I/A OWTS MAIN BUILDING 5ERV16E READILY SEEN AND HEARD BY THE OGGUPANT5 OF THE BUILDING ELECTRICAL CIRCUIT BREAKER METER SERVED. OVERRIDE CONTROL PANEL PANEL 5. PRESSURIZED SYSTEM MUST BE EQUIPPED WITH A CONTROL PANEL BLU YEL H 12$4 x IVh °' �� WITH MEANS OF GONNEGTIN6 A PORTABLE GENERATOR TO 3 4 65R 12 PLG INPUT w OPERATE THE 5Y5TEM DURING A POWER OUTAGE. INK BLU F- ° 14 PLG INPUTELECTRICAL HOTE5 Ex15TIN6 6PZW RX 1,184 GAL. ° ° L BURIED ELEGTRIGAL PO&R CONDUITS SHALL BEA PRE-TREAT NT TANK 0 ° TIME DOSE TAN 17 PLG INPUT ti MINIMUM OF 24 WAE5 BEI-014 GRADE 2.ALL ELECTRICAL WORK TO BE PHFFOR-W IN BLU ACCORI7AMCE WITH NEG. — ° ° 0 DEMAND ENGINEER: SEPARATION DISTANCE REQ'MT5 FOR a] TANMH 0� NEW EL]JCTRICAL ONE—LINE DIAGRAM ° N 5ANITARY 5EPTIG TANKS, I/A ONT5, PUMP 5TA SPRAY Is PLG INPUT Y t OR MANHOLE (RESIDENTIAL): J/CO �� SCALE: NONE �6� MIN. HORIZONTAL SEPARATION DISTANCES: B1 W1 * �� A.BUILDING W/CELLAR = 10'-0" w ° B. BUILDING ON SLAB = 5'-0" I/A OWTS UNIT SIZING: ; - z 29093 GAL. G. PORCHES, DEGK5, HOUSE OVERHAN65, SIZING PER: ATU TANK NITROGEN CANTILEVERS,ETC = 5'-0' UNOFFICIAL COMPILATION OF CODES RULES ANDs'�6 0 D. WATER LINES = 10'-0' REGULATION OF THE STATE OF NEW YORK TITLE 10 p UDUCTION TANK °° E. 5URFAGE WATER(WETLANDS) = 15'-0" DEPARTMENT OF HEATH. CHAPTER 11. PART 75. R0r E F. PUBLIC WELL = 200'-0' STANDARDS FOR INDIVIDUAL ON51TE WATER 6. PRIVATE WELL = 75'-O" SUPPLY AND INDIVIDUAL ONSITE W45TEWATER JEFFREY T. BUTLER,P.E. ° H. RETAINING WALL (WTRPROOF) = 10'-0" TREATMENT SYSTEMS. APPENDIX 15-A ° ° 11 SECTION l5-A.6 SEPTIC TANKS N . a � ° ° J. U/6 FUEL TANKS = 10'-0"K. U/6 UTILITIES = 5'-0" TABLE I: DAILY DESIGN FLOW = 110 6AL5/DAY/BDRM JO PLG CNTRL PNL W/HPI20 L. ROAD STORM DRAINS = 20'-0' TABLE 4E3: APPLICATION RATE = 1.20 GAL/DAY/S.F. Z = COMPRESSOR AND BLOWER M. ON-SITE STORM DRAINS = 10'-0' O I- TO BE INSTALLED REMOTELY POWER LINE AND MISC. CONN'S TO BE LU O v ® N. CATCH BASINS(NON-LEACHING) = 5'-0' �1 (SEE SITE PLAN FOR LOG.) MODIFIED A5 REQUIRED TO ACCOMMODATE I/A OWTS UNIT LOAD CALCULATION: REMOTE LOG.OF OPS CONTROL CENTER A5 O. SANITARY LEACHING POOL = 8'-0" P. SEPTIC TANK,PUMP 5TA OR M.H. = 5'-0" I10 GPD x BBEDROOMS = 880 GPD 7L FLOW 2" PVC,VENT LINE SHOWN ON SITE PLAN Q. PROPERTY LINES = 5'-0" PROPOSED SANITARY DE516N FLOW = 880 GPD H N C) (TIE INTO BLDG VE=NT STACK) R. SWIMMING POOL = 20'-0" USE: O • USE HYDRO ACTION WASTE WATER TREATMENT PLANT 1- Z 5. TOP OF EMBANKMENT OR STEEP SLOPE [� O 3 j (15% SLOPE OR GREATER) = 25'-O" .. MODEL NO. ANI 100,GRAVITY SYSTEM � ry T. BLUFF = b5'-O° TREATMENT CAPACITY-•• TL WORKING GAPAGIII'1,100 13,2 Q ~ O O O U. DECK/RAMP - 5-0 I N •• FLOW RANGE: 50-1,100 6PD W Z •• LIQUID SURFACE AREA: -13 50.FT. O W PQ •• MAINTAIN REQUIRED SEPARATION DISTANCES FLOWIL>� II II •• SEE DETAIL FOR INFORMATION,DWG 5P2 Q I 1q �ii INSTALLATION REQUIREMENTS: �_q _ II II I. THE I/A 0145 TANK SHALL BE INSTALLED AT LEVEL IN ALL OWNER CARE OF SAN. SYS: Z J O r DIRECTIONS(WITH A MAXIMUM TOLERANCE IN ANY DIRECTION • FORMULARIZE ONESELF WITH THE MANUFAGTURE5 RECOMMENDATIONS FOR CARE OF SANITARY COMPONENTS. � � O � -� � P.T. OF +/ONE QUARTER INCH) ON A MINIMUM 3-INCH THICK BED OF W tV PROPERLY LEVELED AND COMPACTED SAND (FREE FROM • PRIOR TO ANY FUTURE SITE WORK ALWAYS ERECT CONSTRUCTION FENCING 8' LLO PRETRE&T �IIN INSTALL POLYLOK SKS) OR PEA GRAVEL BEYOND THE PERIMETER OF THE HYDRO-AGTION ENHANCED TREATMENT UNIT Q In ~ W_ O N (ETU)TO PROTECT THE COMPONENTS FROM VEHICULAR DAMAGE. LW to TANK EFFLUENT FILTER, Q)O O PM PL-122 w -r- V O Z O — — `� r www.dignetnycli.cam HYDRO-ACTION AN1100 BUOYANCY CALC: OI 6 �I`fw`"A arl' or www.call811.com BUOYANT FORGE O O m A.C. y � &,191`1615Y111- (for other states) 15 RESULT OF AIR VOLUME WITHIN CONTAINERS FULLY IMMERSED IN WATER AIE1 N a m O Q ATION CHAflBE 800-212-4480 � 811 BUOYANT FORGE: - _ D� v Q ANI100 PRE-TANK BUOYANT FORGE = 12,342 LB5 = By law,excavators and contractors working in For safety reasons,homeowners are strongly ANI100 TREATMENT TANK BUOYANT FORGE 233b4 L135 ZPAGE. the five boroughs of New York City and Nassau encouraged to call as well when planning any TOTAL BUOYANT FORGE = 35,106 LB5 ' and Suffolk Counties on Long Island must type of digging on their property. ANTI-BW'(ANT FORGE: j LL contact DigNet,1-800-272-4480 or 811,at least Homeowners can contact us directly at JU ` �? I I I 48 hours but no more than 10 working days 1-800-272-4480 or by calling 811,the HELICAL PILE ANTI BUOYANT FORGE = 16,000 L.55 (excluding weekends and legal holidays)prior national call before you dig number.For PROVIDE(4) PILES X 4 I b.9' I to beginning any mechanized digging or excavation work completed on personal TOTAL ANTI-BUOYANT FORGE = 64,000 LBS r� excavation work to ensure underground lines property,it is the contractor's are marked.Excavators and contractors can responsibility--NOT the homeowner's--to = also submit locate requests online,through contact DigNet.Having utility lines marked ANTI BUOYANT FORGE EXCEEDS BUOYANT FORGE BY A HYDRO—ACTION WASTE WATER TREATMENT PLANT Q ITIC.If you do not currently use ITIC,please prior to digging is free of charge. 1f1"f SAFETY FACTOR call 1-800-524-7603 for more information. SP2 •■ LENGTH OF ANCHOR 5HALL BE APPROX. 10'-15' BLW MODEL No. ANI100 (6i�AVITY SYSTEM) 5GALE: NONE GRD OR WHATEVER 15 NEGE55ARY TO ACHIEVE 10 KIP ULTIMATE of 4 NOTES: ANTI-SILATION FABWG SANITARY ABSORPTION TRENCH SIZING 5EPARATION D15TANGE REQ'MT5 FOR 50' MIN. I.SEED AND LOAM TO PROTECT FROM EROSION SANITARY L.EAGHIN6 STRUCTURES WOVEN WIRE FENCE (MIN. SYMBOL: 1. GRADE SURROUNDING AREA 50 THAT STORM WATER RUNOFF PROPOSED 8 BEDROOM DWELLING PROFILE EXISTIN6 14 1/2 GAUGE W/MAX. b' MESH SPACING) X X D15TRI13UTION PIPE(SDR 35) W/ 51ZINO PERO UNOFFICIAL COMPILATION OF GORES RULES AND REGULATION OF THE STATE OF NEW YORK (RE510ENTIAL): MOUNTABLE BERM (OPTIONAL) 3, PAVEMENT DOE5 NOT RUN TOWARD OR POOL OVER AB60RFTION FIELD TITLE 10 DEPARTMENT OF HEATH.CHAPTER II.PART 75.STANDARDS FOR INDIVIDUAL ONSITE WATER 3. p g+ PERFORATIONS®8 AND 4 OGLOGK SUPPLY AND INDIVIDUAL ONSITE WASTEWATER TREATMENT SYSTEMS.APPENDIX'15-A MINIMUM HORIZONTAL SEPARATION DISTANCES: / 36' MIN. LENGTH FENCE POSTS c� N TABLE I: DAILY DE516N FLOW= 110 6AL5/DAY/BEDROOM(BBO GPD TL FLOW) A BUILDING W/CELLAR= 10'-0' ^ IO Mme• G. TO G. DRIVEN MIN. I6' INTO GROUND. ' 711b"•L•i°x'I'ER�F•L"OAM PFO p p,L 0.AMPS TABLE 46: APPLICATION RATE = 1.20 6AL/DAYISQFT. B.BUILDING,oN SLAB = lo'-0' EXI5TING� FILTER z G.PORCHES DECKS HOUSE OVERHANGS CLOTH x x x x x x x x x x x x x x (FOR SECURIN6 PIPE IN PLACE) TABLE 6D: ADJUSTED REQ D LENGTH OF AB50RPTION TRENCH = 122 LIN FT GROUND N - ' GLEAN SAND x x x x x x x x x x AND STANDARD5 FOR APPROVAL OF PLANS/CONSTRUCTION FOR SEWAGE 015POSAL SYS FOR D WATCANER LINES E10'-05'-0' b _ SINSLE-FAMILY RE5IDENCE5,DATED 12-2q-2011 _ 100'-0' 50' MIN. x x x x I 6517 6EOTEXTILE SAND FILTER TABLE 11 -ADJUSTED REQUIRED LENGTH of A 6RAVEI LESS ABSORPTION TRENCH FOR STANDARD E.SURFACE WATER(WETLANDS) - F.PUBLIC WELL - 200'-0" PLAN VIEW 00 �f ASTM G33 WASHI®CONCRETE DESIGN FLOWS(FT)6RAVELLESS 6EOTEXTILE SAND FILTERS(BASED UPON 6 S.F./FT OF TRENCH) 6.PRIVATE WELL = 100'/150' � GSF SAND REQUIRED W/LE55 THAN 10% H.RET.WALL MITRPROFF) = 10'-0' I y � HEIGHT OF FILTER J.U/6 FUEL TANKS = 10'-0' GROUND p � y 16° MIN. z z 67 PASSING A#100 SIEVE AND LE55 SANITARY # x K.U/6 UTILITIES =W-0' - TY': :. : : 3.0 '-:.•:: :.,'.;:, THAN 5%PA551NG A 200 51EVE „ v. .v�U` v .v v. q, Ni, ABSORPTION TRENCH CALCULATION: L.ROAD STORM DRAINS OR RECHARGE BASINS= 20-0 �. � Bo.„ ;H a'�.a2' I I I I I M.ON-SITE STORM DRAINS OR RECHARGE BASINS = 10'-0 ;2! PERSPECTIVE VIEW 8 BEDROOM SYSTEM REQUIRED INSTALLATION: K CATCH BASINS,NON-LEACHING= 10'-0' g 12 MIN. EXISTIN6 I CON51RZTION 5PEGIFIGATION5 _ I p 122 LIN FT OF 65F AB50RPTION TRENCH(31 MODUJ=V o.SAK LEACHING POOLS=V-o' PAVEMENT 36' MIN.. FENCE POST 4.0' P.PROPERTY LINK = 5'-0° i. WOVEN WIRE FENCE TO BE FASTENED z 8 BEDROOM 50% LEACHING EXPAN51ON REQUIREMENT: Q.TOP OF EMBANKMENT OR STEEP SLOPE SECURELY TO FENCE Po5T5 WITH WIRE TIES - z WOVEN WIRE FENGE (MIN. IV2 7 pC I 122 LIN FT(65F)x 15 = 183 LIN FT ABSORPTION TRENCH REQUIRED (15%SLOPE OR GREATER) - 25'-0' � OR STAPLES.P05TS SHALL BE STEEL EITHER GAUGE W/ MAX. b" MESH AGGREGATE OR "r'OR'v'TYPE OR HARDWOOD. p Q! 183 L.F./4 L.F.(MODULE LENGTH) = 45"15 MODULES R BLUFF = b5'-O' O 2. FILTER CLOTH TO BE TO W FASTENED SPAGING) W/FILTER CLOTH 6OUR5E SAND o N v 46 TL.MODULES REQUIRED(MINIMUM) 5.5EPTIG TANK,PUMP STA,6REA5E TRAP GON5TiRZTION 5PEGIFIGATION5 } I (SP OR SW) v OR MANHOLE = 8'-0' SECURELY TO WOVEN WIRE FENCE WITH TIES BOTH REQUIRED AND EXPANSION 6517 MODULES SHALL T.SWIMMING POOL = -0' I. STONE 51ZE-L15E 2 STONE,OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. SPACED EVERY 24 AT TOP AND MID SECTION. " 2. LENGTH-NOT LE55 THAN 50 FEET(EXCEPT ON A SINGLE RESIDENCE LOT WtH8;E A 30 FOOT MINIMUM LENGTH WOULD APPLY). FENCE SHALL BE WOVEN WIRE,12 1/2 6AU6E,b' 3 TYPICAL DETAIL BE PROVIDED UPON INITIAL INSTALLATION U.DECK/RAMP =5'-0' 3. THIGKNE55-NOT LE55 THAN SIX(6) INCHES. MAXIMUM ME5H OPENING. 171 z UND15TLIRBE 0 0 �t 4. WIDTH-TWELVE 02)FOOT MINIMUM,BUT NOT LE55 THAN THE FULL WIDTH AT POINTS WHERE INGPE-55 OR ECRE56 OCCURS. 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN GROUND N FOR SOIL REMEDIATION I I I I INSTALL: TWENTY-FOUR(24)FOOT IF 51WAI ENTRANCE TO SITE EACH OTHER THEY SHALL BE OVER-LAPPED BY ELJEN GEOTEXTILE SAND FILTER (GSF) I (8)65F LATERALS,b MODULES IN EA.= 24.0' 5. FILTER CLOTH-WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLAGIN5 OF STONE. SIX INCHES AND FOLDED. FILTER CLOTH COMPACTED SOIL ?� $ 'NST IN PIPE CROSSING 6. SURFACE WATER-ALL SURFACE WATER FLOWING,OR DIVERTED TOWARD CON-CONSTRUCTION ENTRANCES SHALL BE PIPED SHALL BE EITHER FILTER X,MIRAFI IOOX, x (8)25'-0"LONS TRENCHES -24'-0'(6917)+ ACROSS THE ENTRANCE. IF PIPING 15 IMPRACTICAL,A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. STABILINKA TI40N,OR APPROVED EQUAL, EMBED FILTER CLOTH 3 TRENCH INSTALLATION I I ( I I I I I r-0'(b'SAND ca-LAR®EA END) �,D _14' 1. MAINTENANCE-THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT 4. PREFABRICATED UNITS SHALL BE 6EOFAB, A MIN. OF b" IN GROUND. 4N ONTO PUBLIC RIGHT5-0F-WAY,ALL SEDIMENT SPILLED,DROPPED,WASHED OR TRAGTED ONTO PUBLIC RIGHHT5-0F-WAY MUST BE ENVIROF'ENGE,OR APPROVED EQUIVALENT. N� I I I I I I TOTAL GSF PROVIDED = 48 MODULES(192 L.FJ COM,AGT REMOVED IMMEDIATELY. S. MAINTENANCE SHALL BE PERFORMED A5 PROPOSED WV POOL . 8. WHEN WASHNNG 15 REQUIRED,IT SHALL BE DONE ON A ARFA STABILIZED WITH STONE AND WHICH DRAINS INTO AN APPROVED NEEDED AND MATERIAL REMOVED WHEN SECTION VIEW BACKWASH LINE FILL SEDIMENT TRAPPING DEVICE. "BUL6E5"DEVELOP IN THE SILT FENCE q. PERIODIC INSPECTION AND NB_UED MAINTENANCE SHALL BE PROVIDED AFTER EACH \` \ � ., : ., ' " TOP EL. = 6.611' CR \//\/BO EXCAVATION ® EL. -1.14' �/� �� '� STOPPER OR SUITABLE - - - - END PLUG COVER BOTTOM EL =658' U5. DEPARTMENT OF AGRICULTURE STABILIZED U.S. DEPARTMENT OF AGRICULTURE SILT TO GRADE - NATURAL RESOURCES CONSERVATION 5ERVIGE CONSTRUCTION NATURAL RESOURCES GON5ERVATION SERVICE GROUND WATER @ -2.32'PER TE5THOLE COMPACT NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION FENCE NEW YORK STATE 501L d WATER CONSERVATION COMMITTEE ENTRANCE NEW YORK STATE SOIL t WATER CONSERVATION COMMITTEE FILL z NOTE: ADDITIONAL !�ASTM G33 WASHED ��, CLEAN ®ALL BE TOP EL.5.08' STAKE CONCRETE SAM REpJIR®W/ IN -2'X4' WOOD FRAME TESTHOLE INDICATES NON-RATEABLE SOIL PROP05FD 461 SANITARY PIPING FINISHED GRADE FABRIC LESS THAN 10%PASSING A BETHEEN ELEVATION5 L&AND-ON TYPICAL INTERIOR of BLDG, 0 1 PAIEVE A�2 S ITHAN EVE b'MIN so �� E'IS LEA04IN6 FIELD SHALL BE EXTERIOR PE �SEWER PIPE SHALL PROVIDED HOU15E TW BOTTOM EL= 4.15' yi �_ 6'MIN ••• A 4'DEEP MIN RATEABLE SOIL(SP OR SND, CLEANOUT PER IRC 2015,P3201.4 COMPACT FILL z 4'4 DISTR.PIPE(5DR 35) BELOW PROP05ED 66F TRRBNCHES TO \\\ W W/2 ROWS OF RIT-ORATION5 BOTTOM OF EXCAVATED BED. ®8AND 40'GLCGKIIII=I 11�F111' °v • Z DROP INLET -IIII= =III v U TRENCH DETAIL ® POOL BAGKHA-SH ELECTRICAL SERVICE WITH GATE - -III o . :\fin FLOW 2' MIN MIN III-IIII=II II- 4 % TO SANITARY LINE GR0551NC �' GABLE IN CONDUIT: q �� FRAME - �v m 4'm TRAN5PORT PIPE(50R 35) INTERNAL 60• WE TO SAN. SYS. NOT TO SCALE TD. CONDUIT 200 AMP(2" CONDUIT,MIN), m NO PERFORATIONS BLDG PIPING l 320 AMP C GONDUIT MIN) c) •. ;>��,�5,>> { BURIED FABRIC NATIVE ) y,��`�`i�^ ELJEN 6EOTI=XTILE SAPD � �� - O FILTER(65F) CROSSING NOTES: PROP05ED GAS 5ERV. 400 AMP(4" CONDUIT,MUMU - 00 i iii i Y%i T ll� i FOR CiCNTIN)ATION, NOTErj; �^ 3 I� 3bw x 4816 x r Uri SEE SPI AND 5ANTARY PROFILE, I.FOR CLEANOUT(5)LOGA1T37 IN TRAFFIC AREAS,PROVIDE WITH I.THE GROSSING OF STORM/POOL BACKWASH AND SANITARY LINES ELEV OF BOT. OF LINE WILL BE 4 z N ` \v` `• \ j)yA` SHOULD BE AVOIDED UNLESS PROVEN ABSOLUTELY NECESSARY. IN TH15 DW6 TRAFFIC BEARING FRAME AND COVER DETERMINED BY SIZE OF 5ERVIGE /� I I rn r GAP SUCH GASES• GOMMUNIGATION / 2.FOR USE WITH BUILDING EXTENSION5/GONNECTION5. A.SANITARY LINE SHALL BE LAID BELOW STORM/POOL BACKWASH UTILITY PROVIDER SUPPLIES (rV t TEL) �_ Q rl ( ) LINE.AT LEAST E16HTEEN(18)INCHES SEPARATION SHALL BE GATHER EXCESS Q w } rn REQUIRED BEDDING AN7 PROPOSED RHINO BOX MAINTAINED BETWEEN THE TOP OF THE STORM LINE/POOL � AT CORNERS d' 51DE WALL FILL POLYLOK 24"015TPJBUTION BOX BACKWASH AND THE BOTTOM OF THE SANITARY LINE. M b'MIN 6'DEEP ASTM G33 SAND SEE DETAIL,THIS DWG B.JOINTS SHALL BE AT LEAST TEN FEET FROM THE POINT OF UTILITY TRENCH DETAIL �/? r X w Q 4-0 GROSSING. �( z L.L. ASTM G33 SAND 2.WHEN LOCAL GONDITION5 PREVENT PLACEMENT OF THE STORM/POOL NOT TO SCALE 0 PERIMETER U5F BOX COW-ONENTS_ BACKWASH LINE ABOVE THE SANITARY LINE,THE FOLLOWING m 2 O TYP. ELJEN GSF ABSORPTION FIELD pip COVER P/N 3"-� ADDITIONAL CONDITIONS APPLY: o = Ln MIODUJ=S=24'-O'TL IJ3g6TH 2'TALL RISE9R P/N 300E-0R A.A VERTICAL SEPARATION OF AT LEAST EIGHTEEN(IS)IN( SHALL GONSTRLILTION SPEr,IFlr_,AT10NS �. W 00 L. TRENCH INSTALLATION DETAIL SIDE GUT CN1T TO ACCEPT BE PROVIDED BETWEEN THE BOTTOM OF THE SANITARY LINE AND • 3'TALL R15ER PM 3008-RP POLYLOK SEAL PM No3001 THE TOP OF THE STORM/POOL BACKWASH LINE I.FILTER FABRIC SHALL HAVE AN E05 OF 40-85.BURLAP MAY BE U5ED FOR SHORT TERM APPLICATIONS. 0 CD 25'-O't71/BRALL TREN✓H LENGTH (5EE 5P-1 FOR PB16N LAYOUT) b'TALL R15ER P/N 3008 TYP.IO POSSIBLE PI-05. B.SANITARY LINE JOINTS SHALL BE AT LEAST TEN FEET FROM THE �� 2.CUT FABRIC FROM A CONTINUOUS ROLL To ELIMINATE JOINTS. IF JOINTS ARE NEEDED THEY WILL BE OVERLAPPED TO THE O O SCALE. NONE 12'TALL 05M PAN 3008-RI2 POINT OF CROSSING. REINFORCED GONG.SLAB,b xb x10 WWM NEXT STAKE, �..� t� � G.SANITARY LINE SHALL BE GON5TRUCTED OF MATERIALS AND JOINTS m 4'ROTOFLOW EQUALIZER P/N 3050-4 THAT ARE EQUIVALENT TO WATER MAIN 5TANOAR05 OF NSE CHAIRS) 3.STAKE MATERIALS WILL EE STANDARD 2'x 4"WOOD OR EQUIVALENT. METAL WITH A MINIMUM LENGTH OF 3 FEET. r', 2�' CONSTRUCTION AND SHALL BE TESTED 70 ASSURE WATER 4.SPACE STAKES EVENLY A:,ZaW INLET 3 FEET APART AND DRIVE A MINIMUM 16 INCHES DEB'.SPANS GREATER THAN 3 FEET w ELJEN DESIGN NOTES: T16HTNE55 PRIOR TO BACKFILLING. I.THIS DESIGN AND CONSTRUCTION F?EQUIREMENT COMPLIES WITH APPENDIX 3.THE GROSSING OF STORM/POOL BACKWASH AND UTILITY LINKS . = MAY BE BRIDGED WITH THE USE OF WIRE MESH BE41ND THE FILTER FABRIC FOR SUPPORT. Y, 'x • •x x x L�x 5.FABRIC,SHALL BE EMBEDDED I FOOT MINIMUM BELOW 6ROUND AND BACKFILLED. IT SHALL BE SECURELY FAS:TE NIED TO THE w Q.ELJEN PROVIDED GEOTEXTILE COVER FABRIC SHALL PROVIDE SHOULD BE AVOIDED UNLESS PROVEN ABSOLUTELY NECESSARY IN STAKES AND FRAhtiF. 1- l55 AND LOCAL HEALTH DEPARTMENT REGULATIONS. PROPER TENSION PIE AND ORIENTATION OF THE FABRIC AROUND THE SUCH GASES: 6.A 2"x 4'WOOD FRAME SHALL BE COMPLETED AROUND THE CREST OF THE FABRIC FOR OVER FLOW STABILITY. 2.THIS DESIGN COMPLIES WITH AND MUST BE INSTALLED IN AGGORDANGE SIDES OF THE PERFORATED PIPE ON TOP OF THE 6517 MODULES. � TYPICAL SLAB DETAIL WITH THE M05T CURRENT ELJEN N.Y.DESIGN AND INSTALLATION MANUAL. FABRIC SHOULD BE NEITHER TOO LOOSE,NOR TOO T16HT THE A.STORM/POOL BACKWASH LINE SHALL BE LAID BELOW UTILITY LINE.AT 3 THI5 SYSTEM 15 NOT DESIGNED FOR USE WITH A 6ARBAGE DI5PO5AL. GORREGT TENSION OF THE COVER FABRIC,15 SET BY: /�/�� G: LEAST EIGHTEEN(IS)INCHES SEPARATION SHALL BE MAINTAINED MAXIMUM DRAINAGE AREA I ALRE W 4.THIS SYSTEM 15 NOT DESIGNED FOR BACKWASH FROM A WATER SPREADING THE COVER FABRIC OVER THE TOP OF THE MODULE (rte -� BETWEEN THE TOP OF THE UTILITY LINE AND THE BOTTOM OF THE AT POOL EQUIPMENT SOFTENER �►: d b a° eo° � � STORM/POOL BACKWASH LINE. U.S. DEPARTMENT OF A6RIGULTURE FILTER FABRIC h AND DOWN BOTH SIDES OF THE MODULE WITH THE COVER FABRIC - J (�� p 5CAL.E: N.T.S. 5.ORGANIC MATERIAL THAT GAN RE5TRIGT FLOW MUST BE REMOVED FOR TENTED OVER THE TOP OF THE PERFORATED DISTRIBUTION PIPE. (gid bJd 661)4 I cp H B. STORM /POOL BAGKWA5H LINE JOINTS SHALL BE AT LEAST TEN FEET NATURAL RESOURCES CONSERVATION 5ERVIGE DROP INLET RAISED BEDS.THE SOIL MUST BE SCARIFIED TO PROVIDE DEEP CHANNELS PLACE SHOVEL FULL OF SPECIFIED SAND DIRECTLY OVER THE b�Jd b G d bOd _( FROM THE POINT OF GROSSING. NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION ((�� ENGINEER: FOR THE SAND.A PLOWED INTERFACE ON CONTOUR 15 RECOMMENDED TO ,PIPE AREA ALLOWING THE COVER FABRIC TO FORM A MOSTLY �j (�J NEW YORK STATE SOIL 8 WATER GON5ERVATION COMMITTEE PROTECTION O PREPARE THE 501L FOR FILL PLACEMENT. VERTICAL ORIENTATION ALONG THE 51DE5 OF THE PIPE.REPEAT 6.SCARIFY ANY 5MEARED SUBSOIL PRIOR TO FILL PLACEMENT THI5 STEP MOVING DOWN THE PIPE. -- 1.FILL MATERIAL SHALL MEET OR EXCEED STATE OF N.Y.CODE 10.BACKFILL MATERIAL SHALL BE GLEAN WITH NO ROOTS OR STONES REQUIREMENTS ALL FILL MATERIAL SHALL BE GLEAN BANK RUN SAND, " ■ O LARGER THAN 2 IN ANY DIMENSION TO A MIN DEPTH OF 8 OVER FRONT/51DE VIEW �P �� T• FREE OF TOPSOIL,HUMUS,AND'DREDGING"DIRECTLY BENEATH THE 65F THE 65F MODULES AND FINAL(OVER FOR VEGETATION OF 4'TO p 0 '� SYSTEM. b"OF GLEAN LOAM > \�"v ,`�13 6.ASTM 633 SPEGIFIED SAND WITH LE-55 THAN 10%PA551N6 A 0100 SIEVE II.ANY SYSTEM WEIGH 15 MORE THAN 18"BELOW FINISH GRADE A5 NATIVE PLANTING SPECIFICATIONS r ?'t Cr AND LESS THAN 5%PASSIN6 A 0200 SIEVE SHALL BE PLACE BELOW AND MEASURED FROM THE TOP OF THE MODULE SHALL BE VENTED. �1�p�aD�� NOTE TO CONTRACTOR: PROPOSED n Ltl AROUND THE GSF MODULES,WITH b"MIN UNDERNEATH AND 6"MIN pyo q�a�o RHINO BOX DETAIL 3' MIN SEPARATION MUST BE MAINTAINED FROM E.O. DRIVE 4��3 I 8 BEORM DWL6 w SURROUNDING THE 65F MODULES IN TRENCH CONFIGURATIONS.IN BED COMMON NAME SCIENTIFIC, NAME PLANTING 5PEC5 SYSTEMS,USE b"MIN UNDERNEATH THE MODULES WITH 12"MIN BETWEEN POLYLOK 24"015TRIBUTION BOX TO SANITARY COMPONENT (FOR PROTECTION OF 8 p FIN FL. EL. 120' CHb �` MODULE ROWS AND 12"MIN AROUND THE PERIMETER OF THE MODULES. PART No.3011-24 PLANT OVER/ADJACENT TO PROPOSED SANITARY SYSTEM IN UPLAND AREAS COMPONENT FROM VEHICULAR DAMAGE) I �O 0 +J • ,3 <:� MATERIAL-HDPE • IF 5EPARATION 15 NOT MAINTAINED A BARRIER(CURB OR 4' 5EPERATION SHOWN (REQUIRED OVER LEACHING FIELDS FOR PROPER FUNCTION) I www.dignetnycli.com 5CA"E' NONE FENGE) MUST BE PROVIDED. I 'If PJ�`11' (v �CIV &101 15,1,J� AMERICAN BEACH 6RA55 AMMOPHILA BREML16ULATA 2"PLU55.,PLANT IS'O.G. � www.ca11811.com COASTAL PANIC GRA55 PANIC,U�1 AMARUM IN 5TA66ERE0 ROWS 3'MIN g I . � �I JEFFREY T.BUTLER,P.E. QJ SWITGH6RA% PANICUM VI%ATUM800-212-44801811 (for other states)pyq lll/// IF A RISER COVER WEIGHS LE551NAN 60 L85 A > R PROP. GRADE AT DWLG Ll SECONDARY SAFETY LID OF DEVICE SHALL BE PROVIDED. $� ' c 1 PR WALL _ � q, J By law,excavators and contractors working in the five For safety reasons,homeowners are strongly boroughs of New York City and Nassau and Suffolk Counties encouraged to call as well when planning any type of H / O on Long Island must contact DigNet,1.800-272-4480 or 811,at digging on their property.Homeowners can contact TAPER PROP05ED FILL PROVIDE COVERS: I O I Ia 11=L.bb8'MIN) F�1 least 48 hours but no more than 10 working days(excluding us directly at 1-800-272-4480 or by calling 811,the DOWN To NATURAL GRADE z 1 Z ends and legal holidays)prior to beginning an national call before you dig number.For excavation 4"1P SDR 35 XPORT PIPE, FROM AG TO DB, WHEN REQUIRED TO BE SET AT FINISHED GRADE U5E: EX. 6RD ® DWL6 = 2 E PVC, week g y )p g g y MM mechanized digging or excavation work to ensure underground work completed on personal property,it is the 4'(0 5DR 35 TRANSPORT PIPE,NO PERFORATIONS (SLOPE 3`1 �� • THERMOPLASTIC COVERS - LOCKING WATERTIGHT I I : I EL. fb.0' VENT PIPE �■( Q X� lines are marked.Excavators and con'ractors can also submit contractor's responsibility-NOT the homeowner's-to 16'42 LIN. FT.MIN' SLOPE =Ye /LIN FT � I z • ICJ CONNECT TO locate requests online,through ITIC.If you do not currently use contact DigNet.Having utility lines marked prior to DB TO GSF LATERALS, 18 33 LIN FT (WORSE CASE), 16.42' L6 x Ya' = 2.05" = 0.17' MIN SLOPE INSECT-PROOF, FLAT,SKID PROOF, BE APPROVED QgI HOUSE STALK 4nL/ ITIC,please call 1-800-524-7603 for more information. digging is free of charge. MINIMUM SLOPE: =YB'/LIN FT MAINTAIN GRADE FOR SE:WA6E USE # HAVE UV PROTECTION I I U G.O. 1833' L6 xY8" := 2.261" = 0.19' MIN SLOPE 5'BEYOND PROPOSED ATU 1 1 I o 2 N Q III PROP05ED GRADE OVER ETU ® EL. 15.711' I 1�f I 1p �l , � Td i I 11 1 I }O- Z �- (8) LATERALS,TRENCH LENGTH = f25-0 a' (PROVIDE REQ'D 4 50% EXP. SYS FOR INITIAL INSTALLATION) DP / / � y l I I I a I NATIVE I 1 I � I I I I FILL--\ I I v I ^ N 1 POLYLOK RHINO D.P. I I I I " I I I I I I I I I I I I V I I I I 1 1 1 1 1 1 I I I I i l I I I I I I I I I I I III I I I �� I II I I .fl � I I I-I " W/RISER AS REQb NATIVE FILL I I I V I I I I I I I I I I I I I I I I ! I I I I I I I• I I I.' I I v r EX. GRADE 0 EL. _b 0 I z - I I I c l LL b MODULES® 4 LG EA = 24-0 I I I I I I I I I I I I I I I ..�. . i IJ_I PROP. GRD 9 EL 55 1 1 1 1 1 1 I I I I I I 1 r --------- ------- I I �------ '=` - 0 ILL � EXISTING/PROPOSED GRADE ®EL. 5.0 IN --------- ----- y OVER ABSORPTION FIELD I I 1 �1 II 1I I I > • W < I I � I � I � i � ll l�Il I I ILL I I I I I I Q O = z 1 I II II F'7[JY9� II 4"Jill m 5DR 35 XPORT PIPE, V O 11 I (COARSE SAND) I I I cv - T.O. 015TRIBUTION PIPE EL. 4.21' .,' O.INV ® DWL6. W �1 J O - I IFI° '�I II 0WL6 TO PRETANK, 13.5 LIN. FT. - .T.O. ELJEN 65F MODULE 6) EL. 3.614' I.E. 0 DP= II 1 I MIN.SLOPE =Y" / LIN FT NATIVE I O - . 43' ® III III E. PT. 4 �...( O _ EL _ V I LL J ELJEN 65F MODULE (TYP OF b) I.E. ® MODULE B.O.DB O.INV. @ A.G. II II I I = EL. 451' . 135 LG xA - 3.38 = UNDISTURBED EL.3B3' = EL. 4.41' I i ; i 0.28' MIN 5LOPE 501L I O O N _ B.O. ELJEN 65F MODULE 0 EL. 3 36' = E1. 3.94 ^ I r `i' ` ' N LL Q V '� «�- C�\\\T\\7/7 �'\'�TZ\/77/,\7/, \'� \ B.O. TRENCH 0 EL. 2B6' \ O.INV. - EL. 4.13 __ O \ \ \ \ \ \ \ \ \ \ \ \\r\\i, i\ \ \ o cv �i CJS � N /\/ NATIVE 501E /\/\/\/\/\/\/\/ /\/\/\/\/ \/\/\r r.r r,•/ v �i V �/ / / - I I l�V �� .1� � U � / /, 4'5DR 35 DISTRIBUTION PIPE l O \/\. \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ II I W - - \ \ TYPE 5P OR 51W•\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ua ' I SEE PROPOSED BUOYANCY ANCHORING AND L�a. Z LL TO BE RETURNED Id- PERFORATED WITTY l� HOLESAT /jj�//\�//�/ • // Q NATIVE I i I 'HYDRO-ACTION ANI 100 BUOYANCY GALL: (DWG SPU 8 AND 4 OGLOGK pNSTALL\EVB,) �v �� UNDISTURBED NATIVE i ►--( O P05TEXGAVATION //- g UNDISTURBED FOR PROPOSED HELICAL PILES TO COUNTER BUOYANCY \/\\/\/\�z Q SOIL r \ \r \ i \ r •�-. 118 T.O. 'SM 501E RIBBON. r r � II I I I�(`( fi`f �`fil`fil l'�lyfi`I�`f z 501E I L I I m z �' UNSUITABLE SOILS SHALL BE REMOVED AND I I I PT EXISTING RIBBON OF 5M'501E REPLACE UNSUITABLE 501L W/TYPE I i I C�TO BE REMOVED SP OR SW PER A5TM STANDARDS o Q REPLACED W/SAND # GRAVEL ACCEPTABLE I i �j PRETREATMENT 1 I TO THE !G DH5 BELOWShit PROP05ED E THE I I TI I I -- TANK , ,.�-� ! -,, / �r LEACHING FIELD. TH W I i 4, 1 \,\�,\� ��,\�,��,\�,\�,\�,\�,�, /,\�,\�,\�,\�/��/\;E�-0.18'- SM'SOIL RIE2JON\�\�/\�,\� /i� BAND OF UNACGEPTABLE 501L BETWEEN III Ac -- , PROPOSED SANITARY RISER DIAGRAM /\\/\\/\\/\\/\\f\\/\\ /\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/��/\\/\\/ /\\ /\\ AERATION B.O. TANK ® EL. -053 PAGE / ELEVATION5 1.18 AND -O.IB. THE COLLAR 11 I it CHAMBER INNOVATIVE/ALTERNATIVE ON-SITE WASTEWATER TREATMENT SYSTEM WILL EXTEND DOWN INTO A MIN. 4 STRATA OF B.O.LEACHING BED 6 EL. -1.14' B.O. EXCAVATION 0 EL. -1.14' ACCEPTABLE SAND t GRAVEL(SP OR 5W BY HIGH GROUNDWATER CONDITION r �� . •,, A5T M 5TANDARD5) I SCALE= NONE 6ROUND WATER EL. -2.32' PER TEST HOLE D 8.0.CHAMBER 0 EL. -2.15' GROUND WATER EL. -232' PER TEST HOLE SP3 HIGHEST EXPECTED SROUND WATER EL. 0.8b' IRREGULAR SHAPED SANITARY LEACHING BE HIGHEST EXPECTED GROUND WATER EL. O.Sb' 62' L6 x 34'-46' WIDE (+/-, REF) SGOH5 REF. No. R-20-0424 5.68 V.F. OF RATEABLE 501L PER TE5THOLE (SW 0 EL. -2829 of 4 CAST IRON FRAME AND COVER TO GRADE CAMPEI I. 5EPARATION P15TANGE REQUIREMENTS FOR INSTALL DIVERSION GH GER I80 HD CULTEC CHAMBER 102 G OR APPROVED EQUAL 2 COUR5E CONCRETE IN BED /TRENCH ARRANGEMENT STORMWATER LEACHING STRUCTURES AND 1- _-_--- ��BRICK TEE (TYPICAL) (INCREASED STONE APPLICATION) FINAL GRADE PIPING (RE5I0ENTIAQ: o CULTEC N0.410 FILTER FABRIC R a � TYPICAL,U.O.N � 10 FLUSH INLET PROPOSED 749 MIN b.rHK GONG HORIZONTAL SEPARATION DISTANCES FOR STORM 2,_0„ PLAN VIEW (OPEN GRAVEL PARKING DRAINAGE LEACHING POOL5; sttwclu�w,llsnstt�nveo AREA 4 DRVWY 4'PIPE DIA.MIN. ® lam ® I _ bilb KKF TYPICAL,U.O.N I`�MIN.(A5 REQUIRED) ® ® ® I PROPERTY LINE - 5 MINIMUM (OR A,p�EQUAL `\/\`i\\i\\i/\`�\\iuu,\\ \ \`�``..\i. \\� �� G�JLTE `. AIRIIL BUILDINGS WITH CELLAR = 10' MINIMUM PIPE oPEtIINS = l, r�� 1. :: ....__..__..::--.: .:...:.:.:.... .. �.::-*-„•:-'.r - - y\`i\\�\\ Q I TO SUIT i. d 0 Q \ MIN. - ° o 3 MIN. 3 ® INIMUM , � ® 5 M r r r r � ® 65 ON AB BUI IN 5L 3x3 x3 LD h ��. I � m \ \ \ � m . � TION \ .:•...4 �':,': FOR CONNED � 5DR35• PIN FLAT ••. ® - � ,,//ri ri OR SLOPE '...• \\\\ WATER SERVICE LINE/LATERAL5/MAIN5 - 10 MINIMUM m z - HOPE PIPE: i I TO PROPOSED \/ /\ PRECAST TURES wlrH WRAP srRUG _ / MINIMUM / (TIES 5 CATCH BAS ROUND UTI IN �� •'' I DERE L ./ UN �• GU TEG D.SY5T�f5 SIZE- •••\ � �.••` � ® ice ® ® t� ® FI TIER FABRIC 6EOTEX _ /// / \j\\j\\j\\j\\/ �/�/////r r//�// iii ROOF LOR CONN 1® � ® ® ® ® I L SANITARY SEPTIC TANK = 20 MINIMUM o /\\/\� - / r / / \\ \\\\\\ \. PROP. PIPE TRENCH(SEE Rte\ ��\ ..:...::.•... /i/i USE: 4'�MIK 351,BY PROPER) , , �,�/r\ (TYPIGALJ �r\`i�`i ji ` � SANITARY LEACHIN6 POOL = 20 MINIMUM SECTION n, ,/\� \/i•//��// \\\�\/�� \/<r\\i\\ :c•;::•;::'.:?: / i. PUMP STATION = 20' MINIMUM PARSE INSIDE AND OUTSIDE \//\//\//\// �j �\i\ ..t..:::::::' :•:::. ':''::':::::: /i�% TYPE 11 CONCRETE 4PO0 P51 \/\/ °°< �i��i/`�i/`�ir� \ : :•': :::::: ::::': :::.::::: :::`;::: :•:::;:::;:: ;`; :; //ice -01 10'-O'DIA. NON-RATEABLE MANHOLE = 20' MINIMUM4"13 4 �\\\\\\\ \ \ S N 501E PRIVATE WELLS = 50 MINIMUM = „ „ �\r 3-0 6ND WTR RETAINING WALLS = 10 MINIMUM - >>!� \\\\\\\\\. F::.......:......:•..:::.:..:•: ::::::'::`\\� FLOW GROUND = 20' MINIMUM 3 8 �� ° FUEL STORAGE TANKS(B ) 3-8 i�/ ° . //r// ...r::.:,.i:.•. /i`ii` p� QOLLAR MATERIAL �\ °< \\r\\r. >; .....;..... ;...... \ \... ...\..:.. r\r t3� b MIN. i. \/�/' �- % i\i\`i\i\\i\�i\\ \`i\i\\i\ ��iv\`r\`i (PENETRATION) HORIZONTAL SEPARATION DISTANGE5 FOR STORM r rr /�\`%�\�\�\//�r/�`/ // `/�`�\`r\\`/ RATEABLE SOIL ORAINAC-7E NON-LEAGHINC 5TRLICTUR_E5:- WATER SERVICE LINES/LATERALS/MAINS = 5' MINIMUM UNDERGROUND UT1LITIE5 = 5' MINIMUM 3 f X 3 t X 3 t HIGH I °° e I TYPICAL CROSS SECTION GROUND WATER @ EL. -2.32' o UNDERLYING 5AND AND &RAVEL STRATA ° VERTICAL SEPARATION DISTANCES FOR STORM STANDARD CATCH BASIN a I� o CATCH BASIN SUMP CONNECTION DRAINAGE LINES: xA�,y2•=I'-o• m m WATER SERVICE LINES = 18' MINIMUM I '1 �I TO CULTEC RETENTION SYSTEM 1. WE DOLLAR DEPTH 15 NOT REQUIREDEN RATEABLE MATERIAL EXISTS FOR FULL DEPTH. 5ANITARY WASTE LINES = 18" MINIMUM Imo: #4 BARS A °° i_ PLAN_ NOT TO SCALE I. CONCRETE STRENGTH TO BE 4000 FIN a 28 DAYS. +1 2. DOLLAR MATERIAL SHALL EE GLEAN GRAVEL ONLY. 2.WELDED WIRE MESH ASTM AI85. 3 O.GE14 T ��OP SLAB RECHARGER 180 HD CULTEC CHAMBER 3.ALL DRAINAGE 5TRUGTURE�:MUST BE WRAPPI�WITH FILTER FABRICEAR. 3.RA5TM A615 GRADE b0. rL° - �- - -s � L � 4. USE 15"DIA CORRIGUGATED HIGH DENSITY POLYETHYLENE(HDPE) HEAVY DUTY PIPE FOR TRIBUTARY I: (TL AREA: 634 SF) 4.ALL PRECAST CONCRETE STRUCTURES MUST MEET AGI CODE AND INTERCONNECTION OF ON-SITE 5TORM WATER LEACHING POOLS SPECIFICATIONS - CHAMBER DIMENSIONS: 3b w x 1.33 Ig x 20511 A.HDPE PIPE SPECIFICATION(AIM-244) POOL STORAGE CALCULATION: 5.ALL STRUCTURES MUST BE MANUFAGTIPW AT AN AGI CERTIFIED PLANT, „ CHAMBER INSTALL LENGTH: 6 33'Ig B.INSTALLATION OF HDPE SPEGIFIGATION(ASTM D-2320 DEDICATED TO: A COPY OF CERTIFICATION MUST BE ON FILE WITH THE TOM 43-0TRENCH/BED 51ZE: G.WATER-TIGHT JOINT TESTING SPECIFICATION(ASTM 0-3212) SWIMMING POOL DRAINAGE 5TORAI AREA4.■ 12" MIN PERIMETER AROUND BEDS CULTEC 410 FILTER FABRIC D.6ASKEr 5PEGIFICAT10N(ASTM F-411) 14.0'x45b5'POOL,DEPTH = 5' 6" MIN SEPARATION a 51DE5 OF CHAMBERS POOL VOLUME = 3,196 G1).FT.(231902 GAL) 0" SEPARATION a ENDS OF CHAMBERS Ij' - 2" WASHED, CRUSHED STONE TYPI GAL STORM WATER (SD) AND POOL 23,x02 6AL x 0.05% = 1,145 GAL. 060 CU.FTJ IB" MIN BELOW CHAMBER 85% COMPACTED FILL 2 TOTAL VOLUME REQUIRED = 1,145 GAL.MO GU.FTJ 9" MIN ABOVE CHAMBER �3AGKWASH ( BLP) LEAGHI�IC POOL DETAIL USE (I) Io'DIA x 30H PRECAST LEACHING POOL STORM DRAINAGE CALC.: TRIBUTARY II: (TL AREA: 662 5F) (FOR H16H 6ROUND WATER) FINISHED GRADE ® EL. t.5.0 (TYPICAL) _ NOT TO SCALE VOLUME = AREA x RAINFALL x COEFFICIENT RUNOFF AREAS: (V - TOTAL VOLUME REQUIRED: IbO CU.FT. (1,195 GAL) (PROP. CHAMBERS LOGO IN LNDSGP AREAS) TOTAL VOLUME PROVIDED: 205 GU.FT. 005 GALJ NOTES(TYPICAL): RAINFALL=2.0 = o.I61 DWELLING 3,287 SOFT. ; ;. m 2411 D I.MATERIALS: CONFORMS TO ASTM COEFFICIENT OF GRAVEL DRIVE AND PARKING- 1.0 ENTRY COURTYARD 580 SOFT. ._ A48 CLA55 30B OR 35B COEFFICIENT OF ROOF AREA = LO RAISED ENTRY PATIO t STEPS 340 SOFT. - z %�/i\�/i�/i�/i�/i`�/iA : '. `� ` W131 APPLICATION: MA50NRY TEIMCE t STEPS 2355 SOFT. \�//\\��\�r dPTIDN 3- • at: `` SPEGIFIGAT10N5 r\r\/\i�r. ,r\r\ USE: PRECAST NON•LEAGHING/DRAINAGE STRUCTURES: TL RUNOFF AREA 662 WT- �///� �• r. i//i INCREASED STONE OPTION, ' 20" LOAD RATING: FOR AA5HTO 4 H5 3k3'x3'H PRECAST GATGH BASIN iii\i``i``%`�i``i i`\i``ii``�i``ri i`�\ PLUS 12' ADDITIONAL BASE 20-44 H16FHAY LOADING GALGULATIOK: \/i�rvr :.t MATERIAL •• W/FLUSH INLET �� CAMPBELL FOUNDRY OR USE: CULTEC CHAMBER MODEL: 6 62 S.F.x 1.0 x 0.I61 = 1,096 GU FTFT. `✓%//\\//�\�\`/ ..:.::.:��\� M TOR.VOL./CHAMBER: • 34 OR 36 APPROVED EQUAL TL VOLUME REQUIRED = �,\,\,\j \ ,_: VARIES PER CONFIGURATION RECHARGER 180HD STORMWATI9R CHAMBER rr//rr/ \ `';�:�'`•:`:�::�:•:*/iii\� r- . \\\\\\\ /\\i / ONE REQIO/CHAMBER: 2.CA5TING MUST MATCH PREGAST CHAMBER O.A.SIZE: 133 LG x 36"N x 205'14 USE PRECAST COMPONENTS - %r/`r/\// '' /`r/`% n • _`t EL. 2381 \\/\\/\\ •.:.:.. / /\/ NOBLES PER CONFIGURATION OPENING INSTALLED LENGTH: b.33'L6 (2)3k3k3'GATGH BASINS W/FLUSH INLETS m '�� \ � :;:: : ::•�\ \\ PLAN 5EGTI0N \\ -::: :•: . . ::: :::::::::.:.:.. 3.2 INCHES OF CASTING MUST STOP,VOL.BASED ON INCREASED STONE APPLICATION: (NON-I EAGHIN6 STIRUGTURES) !i\�/r��r,�..•:..:: •:;::::;::•:: ::::::•:'::::•:'::•::?:'.;::: :::':• ..: : :,'. ': �i��\ m REST ON CONCRETE PRECAST. STOR VOL.15 BASED ON INSTALLED LENGTH. Kiri,`/i: :;:;;:::;•;:.� ;:;ST ?tl ::::::•:::•:::;:::: ::•:::.::::::•:•::; ;;: �i;\ri w m \\\\r. . . . . . . . . . . . . . . . . . . . . :......•.... \ C� L.I. PRECAST Model No. 020-B USE PRECAST AND CULTEC COMPONENTS- \/ : 3 , ': :•:. •: �, - 00 HEAVY DUTY FRAME AND GRATE BED COW16URATION INCLUDES: BED LOCATED AT WEST SIDE OF DWELLING: \ I. �+.: :•: ....... ; � •::::;:yr:.,. : p•:::':: a • 6 STONE ABOVE GROWN, h)CHAMBBR5 IK IRREGULAR SHAPED BED EL. 0 88 v\/ B.O. BED EL. 0 88 N • IB'STONE FOUNDATION, CONNECT TO ROOF DRAINAGE 5Y5TEM /v :::r ::; `: /:::: • b"SEPARATION BETWEEN CHAMEER5(LONG SIM, •• SEE ARCHITECT FOR CONNECTION LOCATION ✓`�� . ITA %/�� „I 0 • O'SEPARATION BETWEEN CHAMBERS(SHORT SIM AND CONNECT TO CAIBA51N PER DETAIL EL. 0.0' / //1 / L.QA �r\r� w lD • 12' STONE PERIMETER SURROUNDING CHAMBERS VOLUME PROVIDED: 410 GUFT. (TYPICAL OF ALL BEDS). lr�ir /�i�\�ir�/ii �i��i\�/// i X, m X BED LOCATED AT FAST SIDE OF DWBIING: i/�i,,�;� Q 01)CHAMBERS IN IRRE6ULAR SHAPED BED CHAMBER VOL.: iGR VARIES BAS®ON B87 LAYOUT • CONNECT TO ROOF DRAINAGE SYSTEM 5'-0" OR FULL WIDTH OF BED • VOLUME/CHAMBER Vof 5�AI�HITI=GT FOR CONNECTION LOCATION _ � m � � STONE VOID CALCULATED AT 40SK z Q to = 24" CONNECT TO CATCH BASIN PER DETAIL 'I, L L NOTES (TYPICAL): Oq W „s; m VOLUME PROVIDED 648 GUFT. w INSTALL PER MANUFACTURES REQUIRE3`�1T5 CULTEC N0. 4101 FILTER FABRIC o I.MATERIALS: CONFORMS ro � 00 SEE DETAILS AND GENERAL MOTES,THIS DW6 TOTAL CHAMBERS PROVIDED= IB F'G5 TOP (MANDATORY),51DE5 AND BOTTOM N O o ` ASTM ECI GLATI 30B OR TOTAL STORA6E VOL. PROVIDED - 1,118 CU.FT. N 20" 35B SPEGIFIGATIONS LOAD RATING: FOR AA5HTO 4 6ENERAL NOTES rn 36 H520. CAMPBELL FOUNDRY Rechargerm 180 HD 4 CULTEC,Inc.of Brookfield,CT. W 11 H5 APPROVED EQUAL All Rechargerm 180 HD chambers must be Installed h accordance with all �'�/ -i applicable local,state and Federal regulations. GROUND WATER �^ w 5EGTI0N 2.CA5TIN6 MUST MATCH Refer to manufacturer,CULTEC,INC.'s recommended Installation guidelines. a EL. -2.32' 2 F►+1 F' PLAN PRECAST OPENING F+1 3. INCHES OF CASTIN6 MUST L.I. PRECAST Model No. 4001-B REST ON CONCRETE PRECAST. ti TYPICAL CROSS SECTION HEAVY DUTY FRAME AND COVER RECHARGER 180 HD CULTEC CHAMBER SYSTEM ENGINEER: INCREASED STONE APPLICATION P��°�c N etc, yo'P PROPOSED W/ ADDITIONAL BEDDING NOT TO 5GALE _. . a Z0Z m www.dignetnycli.com �O OZ of PJB' 'Vii CIrl' www.ca11811.com A �\ Net &,OPJG 15Yr/ (for other states) INSTALLATION REQUIREMENTS FOR WATER SERVICES ROFESS�� (TAKEN FROM SUFFOLK COUNTY WATER AUTHORITY,APPENDIX 3) yq 800-212-4480 1 811 INSTALLATION OF SERVICE-5UBDIV1S1oN5 JEFFREY T. BUTLER,P.E. INSTALL PIPING 4 IR'DP FROM THE HOUSE TO THE EXISTIN6 STUB VAULT(TIE IN AT AUTHORITY'S COPPER TAIU Q Bylaw,excavators and contractors working in For safety reasons,homeowners are strongly INSTALLATION OF SERVICES--EXISTING STREET t WATER MAINI. INSTALL A MV N I' SERVICE LINE ON THE PROPERTY,41/2 FT DP FROM BLDG TO THE PROP.LINE J and Suffolk Counties ties on Longg Is the five boroughs New York Is and Nassau encouraged to call as well when planning any 2. LEAVE A I'RISER ABOVE THE GROUND LEVEL AT THE PROPERTY LINE WITH THE END CRIMPED. O Island must type of digging on their property. contact DigNet,1-800-272-4480 or 811,at least Homeowners can contact us directly at z 3. SERV,LINE MEASURB�NTS FORM MUST BE COMPLETED# SUBMITTED AT TIME OF INSPECTION = 48 hours but no more than 10 working days 1-800-272-4480 or by calling 811,the MEASUREMENTS ARE TAKEN FROM TWO 0 NEAREST CORNERS OF THE BLDG TO THE END OF YOUR PIPE O Z F- (excluding weekends and legal holidays)prior national call before you dig number.For AT THE PROP.LINE. SERV.LINE MEASUREMENT FORMS ARE AVAILABLE AT THE NEW SMV.DEPT. to beginning any mechanized digging or excavation work completed on personal 4. THE END OF THE PIPE AT THE PROPERTY LICE SHOULD BE 10 FT AWAY FROM ANY OBSTRUCTION SUCH A5 excavation work to ensure underground lines property,it is the contractor's TREES,TELEPHONE POLES,CATCH BASINS,OR DRIVEWAYS AND 90"BE AT A LOCATION � are marked.Excavators and contractors can responsibility--NOT the homeowner's--to APPROXIMATELY OPPOSITE THE POINT OF ENTRY INTO THE BUILDING. also submit locate requests online,through contact DigNet.Having utility lines marked 5. A VALVE KIST BE INSTALLED WHERE THE PIPE FIRST E�lTER5 THE BUILDING. )TIC.1 you 5 not currently use)TIC,please prior to digging is free of charge. b. ALL OTHER UNDERGROUND UTILITIES MU5T MAINTAIN A 10 FOOT CLEARANCE FROM WATER SERV.. N � 0 O O call 1-800-524-7603 far more information. z INSTALLATION OF SERVICES-EXISTING STREET STU% I. INSTALL PIPE 45 FT DP FROM D"To THE EXISTING STUB VAULT(TIE IN AT AUTHORITY'S COPPER TAIL) Q W O O Q 2. A VALVE M.1517M.1517WI BE INSTALLED WERE THE PIPE FIRST ENTERS LDI THE BUING. SPECIFICATIONS I Q N ~ CQ I. TYPE'K'SOFT COPPER TUBING,MIN.SIZE I'IN51DE DIAMETERQ LU Z< 2. CUSTOMERS VALVE: >-I 1 FINISHED GRADE A VALVE MU5T BE INSTALLED WHERE THE PIPE FIRST ENTER5 THE BUILDING. I 0 ED 'Z 3. PLASTIC PIPE SPECIFICATIONS: _ iII-i I-I i I,tTI- =1 I 1-1 I -1 I-1 I I A. PIPE MAN IFAGED TUAND DE516NE D FOR USE IN POTABLE WATER 5Y5TEM5 CAN BE �, W } 1 INSTALLED FROM THE BUILDING TO KA 20'FROM THE PROPERTY LINE THE LAST 20'TO THE 6 Q O NOTE: 5'TYP.FROM PROPERTY LIFE MUST BE'K'SOFT COPPER TU31N6. O ALL WATER LINES SHALL BE BLDG. UNLE55 B. PIPE SHOULD BE RATED TO WITHSTAND WORKING PRESSURE OF 200 P5.1.(W/BURSTING Z J O 4'-b' OTHERDIRECTED. PRESSURE RATED a LEAST 2X THE WORKING PRREG511REJ -V BELOW GRADE. WISE G. PIPING RI5XIRIN6 JOINTS IN W-IICH A CHEMICAL SOLVENT 15 UTILIZED 15 NOT ACCEPTABLE. (BRA55 COUPLINGS ARE REQUIRED,) D. 20'OF COPPER 15 REQ'D FROM IN51DE THE BUILDING TO THE START OF THE PLASTIC PIPE. � - O WATER SERVICE ADJUSTABLE CURB BOX SERVICE LINE IN�TION PROCEDURES Q N LL d- ✓ BIN6HAM 4 TAYLOR FIG. I. GALL THE NEW SERVICE DEPT.TO REQUEST AN INSPECTION WHEN YOUR WORK 15 COMPEETED.(ONE � w � � O N DETAIL No. 4401 BUFFALO TYPE, 2. SOW30W DAY Sr� ONCE RE 0AY OFEI°NSP6GTION. � � W k O COMPLETE OR 3. IF REINSPECTION 15 NECE55ARY,A$25:00 FEE MUST BE PAID PRIOR TO THE REIN5PEGTION. O z APPROVED EQUAL. 4. LEAVE THE TRENCH DPMI.PONT BACKFILL THE TRENCH UNTIL OUR INSPECTOR HAS APPROVED THE 5ERV.LINE. O CURB STOP MUELLER 5. IF TIE SERV.LIKE INION PASSES,THE E.O.THE PIPE BY THE CURB WILL BE PAINTED BLUE. IF m " 5ERV.INSPECTION FAILS,THE EO.THE 5ERV.WILL BE PAINTED RED. �,.Iz z PROPOSED I"WATER SERVICE H-15204 OF APPROVED 6. PLEASE DO NOT GAIL OUR OFFICE UNTIL 4.30 P.M.IF YOUR INSPECTION FAILS. m O Q (COPPER PIPE). EQUAL. 1. T�REN�UTILITIES(E.6.6A5,ELECTRIC,GABLE TV,ETCU 5HALL BE BURIED IN WATER 5ERV. METER SETS AFTER ALL OF THE ABOVE HAS BEEN COMPLETED,GALL THE NEW SERV.DEPT.TO HAVE T14E PAGE. METER SET.WE MUST HAVE THE HOUSE NUMBER BEFORE THE METER CAN BE SET. / TAP LETTERS _ _ CORPORATION STOP MUELLER TAP LETTERS CAN BE REQUESTED AFTER ALL FEE5 HAVE BEENPAID,WATER SERI/.HA5 BEEN i H-15000 OR APPROVED EQUAL ESTABLISHED AND THE METER HAS BEEN SET. WITH APAG FULL BODY SUPPORT INSERT SERVICE SADDLE/ 107. I' SERVICE TO PROPOSED DWELLING EXISTING WATER MAIN NOTICE. IF IN5TALLIN5 SEPARATE HOT WATER HEATERS,SEPARATE EXPAN51ON TANKS SHOULD BE INSTALLED. SAT(CHING SERV. TO SP4 HOMEOWNER-- THE BUILDER CAN BRING IN A SIGNED APPLICATION CARD SIGNED BY THE BUYER,BUT IT MUST BE FILLED OUT COMPLETELY INCLUDING SOCIAL SECURITY NUMBER,DRIVER LICEN5E ID NUMBER,CURRENT MAILING ADDRE55,AND CONTACT PHONE NUMBER. IT 15 RECOMMENDED THAT THE BUILDER ESTABLISH THE ACCOUNT AND GALL FOR A DISCONNECTION OF SERV.,ALLOWING THE BUYER ONE WEEK TO ESTABLISH SERV IN HIS/HER NAME of 4