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HomeMy WebLinkAboutMagrino-Dunning, Susan James F.King,President �*Of SO(/lyO Town Hall Annex Bob Ghosio,Jr.,Vice-President �� lQ 54375 Main Road l� � P.O.Box 1179 Dave Bergen Southold,New York 11971-0959 John Bredemeyer G Q Michael J. Domino O • Telephone(631) 765-1892 Irou Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Permit No.: 7862A never Date of Receipt of Application: April 19, 2012 Applicant: Susan Magrino Dunning ( SSS SCTM#: 17-1-2.1 Project Location: 925 Stephenson Road, Orient Date of Resolution/Issuance: May 16, 2012 Date of Expiration: May 16, 2014 ( � Reviewed by: Board of Trustees Project Description: To remove the waste from the existing septic located on the water side of the dwelling and fill with clean sand as per the Suffolk County Dept. of Health requirements. Findings: The project meets all the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code. The issuance of an Administrative Permit allows for the operations as indicated on the site plan prepared by Mark K. Schwartz, AIA, last dated August 9, 2012, and stamped approved on August 10, 2012. Special Conditions: The area seaward of the Southold Town Trustee Non- Disturbance line as shown on the approved site plan is to remain as a Non- Disturbance area. There is to be no heavy equipment on the beach and the cesspool is to be filled in by hand. Inspections: Final Inspection. If the proposed activities do not meet the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code, a Wetland Permit will be required. This is not a determination from any other agency. )James F. King, esident Board of Trustees FF James F.King,President �,p�s� CO Town Hall,53095 Main Rd. Bob Ghosio,Jr.,Vice-President 3 P.O.Box 1179 Dave Bergen tie Southold,NY 11971 John Bredemeyer Telephone(631)765-1892 Michael J.Domino �Oj `aa Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD YOU ARE REQUIRED TO CONTACT THE OFFICE OF THE BOARD OF TRUSTEES 72 HOURS PRIOR TO COMMENCEMENT OF THE WORK, TO MAKE AN APPOINTMENT FOR A PRE-CONSTRUCTION INSPECTION. FAILURE TO DO SO SHALL BE CONSIDERED A VIOLATION AND POSSIBLE REVOCATION OF THE PERMIT. INSPECTION SCHEDULE Pre-construction, hay bale line 1 st day of construction % constructed V Project complete, compliance inspection James F.King,President �10F SO(/ryO Town Hall Annex Bob Ghosio,Jr.,Vice-President ti0 lQ 54375 Main Road P.O.Box 1179 Dave Bergen Southold,New York 11971-0959 John Bredemeyer G Q Michael J. Domino '�Q i0 Telephone(631) 765-1892 li`�►oU '� Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Permit No.: 7862A Date of Receipt of Application: April 19, 2012 Applicant: Susan Magrino Dunning SCTM#: 17-1-2.1 Project Location: 925 Stephenson Road, Orient Date of Resolution/Issuance: May 16, 2012 Date of Expiration: May 16, 2014 Reviewed by: Board of Trustees Project Description: To remove the waste from the existing septic located on the water side of the dwelling and fill with clean sand as per the Suffolk County Dept. of Health requirements. Findings: The project meets all the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code. The issuance of an Administrative Permit allows for the operations as indicated on the site plan prepared by Mark K. Schwartz, AIA, last dated August 9, 2012, and stamped approved on August 10, 2012. Special Conditions: The area seaward of the Southold Town Trustee Non- Disturbance line as shown on the approved site plan is to remain as a Non- Disturbance area. There is to be no heavy equipment on the beach and the cesspool is to be filled in by hand. Inspections: Final Inspection. If the proposed activities do not meet the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code, a Wetland Permit will be required. This is not a determination from any other agency. James F. King, esident Board of Trustees James F. King, President ©Qlaf F01�,c Town Hall Annex Bob Ghosio,Jr.,Vice-President �� �Gy 54375 Route 25, P.O. Box 1 179 Dave Bergen y Southold,NY 11971 im John Bredemeyer �� Telephone(631)765-1892 Michael J.Domino `�'a© Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD TO: SUSAN MAGRINO DUNNING Please be advised that your application dated April 19, 2012 has been reviewed by this Board at the regular meeting of May 16, 2012 and your application has been approved pending the completion of the following items checked off below. Revised Plans for proposed project Pre-Construction Hay Bale Line Inspection Fee ($50.00) 1St Day of Construction ($50.00) % Constructed ($50.00) XX Final Inspection Fee ($50.00) "Dock Fees ($3.00 per sq. ft.) Permit fees are now due. Please make check or money order payable to Town of Southold. The fee is computed below according to the schedule of rates as set forth in Chapter 275 of the Southold Town Code. The following fee must be paid within 90 days or re-application fees will be necessary. You will receive your permit upon completion of the above. COMPUTATION OF PERMIT FEES: Final Inspection Fee = $50.00 TOTAL FEES DUE: $ $50.00 BY: James F. King, President Board of Trustees , ,°1``eJ 04.1.t(I James F.King,President �o�%S8rtF1iC,tcO P.O.Box 1179 Bob Ghosio,Jr.,Vice-President Southold,NY 11971 Dave Bergen ti Telephone(631 765-1892 John Bredemeyer ,i. Fax(631)765-6641 Michael J.Domino 'F Southold Town Board of Trustees Field Inspection/Worksession Report Date/Time: qln-- Mark K. Schwartz, Architect on behalf of SUSAN MAGRINO DUNNING requests an Administrative Permit to remove the waste from the existing septic located on the water side of the dwelling and fill with clean sand as per the Suffolk County Dept. of Health requirements. Located: 925 Stephenson Rd., Orient. SCTM#17-1-2.1 Tey bf area to be impacted: _Saltwater Wetland Freshwater Wetland Sound Bay Distance of proposed work to edge of wetland Part Town Code proposed work falls under: hapt.275 Chapt. 111 other Type of Application: Wetland _Coastal Erosion _Amendment _Administrative_Emergency Pre-Submission Violation Info needed: Modifications: Conditions: s/s i Ne e if roview rj� edtml 2t"6✓ff�r ,���j�/fi g+ a -4-o, l f Preseere: Kin B. Ghosio D. Bergen, - J. Bredemeyer Michael Domino D. Dzenkowski other Form filled out in th.Q fiend by Mailed/Faxed to: Date: - - ---- ----- � _�S'wr►z41 - ------- ----- --------- -- ----- - ---- --- ----b �` �'� --- °,�`'1 �-�d-.v,,,,� -- (,V-� � --- ✓,�1 _�s-- r �_`�1 -` . -�LliS---- -- — _ --_---------------__-----�-��'�'� __ ��w�� - - fie-___r_Qyyi �--�-z�--_�r�►-, b„ �/'d�,d'-C.C---__----__ ''----- v l f wry - 'z- ' _ — _1t,v)aar+ ------------- --- 1-7 I P,.,w, 161iL2 ISLAND ' L 029 gA MD 60 JJ 1__ ywaA / la 11Nc) P 51 i IIA rytD� 5 w 1+ 2We1 2521 I L All a✓. o j ILL w , m L=---- t M NOTICE COUNTY OF SUFFOLK © xECTION NO — - - I w." --"-- — AR,�a RealProperty Tax Service Agency v + 1a c.a.RA.Iw,N17 a s.r fit.tyf.¢u r.u. --_— r � �v eisfaACounrwtw � . m e s .... y-. —__ —. mry a vw.�u+mvtuva.gwc.. P _--� On ti00 PROPERTY fAAP OFFICE LOCATION: ��0f SUUTy� MAILING ADDRESS: Town Hall Annex P.O.Box 1179 54375 State Route 25 L Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY 11971 G Q Telephone: 631765-1938 Fax: 631765-3136 LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM �L MAY - 9 2012 To: Jim King, President Town of Southold Board of Trustees L-------- Srr;'�¢0:' From: Mark Terry, Principal Planner LWRP Coordinator Date: May 9, 2012 Re: Proposed Wetland Permit for SUSAN MAGRINO DUNNING SCTM#1000- SCTM#17-1-2.1 Mark K. Schwartz, Architect on behalf of SUSAN MAGRINO DUNNING requests an Administrative Permit to remove the waste from the existing septic located on the water side of the dwelling and fill with clean sand as per the Suffolk County Dept. of Health requirements. Located: 925 Stephenson Rd., Orient. SCTM#17-1-2.1 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 LWRP. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Lori Hulse, Assistant Town Attorney Office Use Only _Coastal Erosion Permit Application _Wetland Permit Application ✓Administrative Permit —Amendment/Transfer/Extension -leceived Application ,--Received Fee:$ `^� ,-.t mpleted Application L- _Incomplete _SEQRA Classification: Type I Type II Unlisted _Coordination:(date sent) wLWRP Consistency Assessment Form 0-1 .12 CAC Referral Sent: ` -Hate of Inspection: _Receipt of CAC Report: _Lead Agency Determination: _Technical Review: ,GPublic Hearing Held:_ Resolution: Name of Applicant Susan Magrino Dunning Address 925 Stephenson Road,Orient, NY 11957 Phone Number:(212) 888-1575 Suffolk County Tax Map Number: 1000 - 17-1-2.1 Property Location:925 Stephenson Road,Orient, NY 11957 (provide LILCO Pole#, distance to cross streets,and location) AGENT:Mark K.Schwartz,Architect (If applicable) Address:P.O.Box 933,Cutchogue, NY 11935 Phone:(631)734-4185 BoW of Trustees Application• GENERAL DATA Land Area(in square feet):37,319 SQ FT. Area Zoning:R40 Previous use of property:single family residence Intended use of property:single family residence Covenants and Restrictions: F] Yes No If"Yes",please provide copy. Does this project require a variance from the Zoning Board of Appeals Yes =No If"Yes",please provide copy of decision. Prior permits/approvals for site improvements: Agency Date SUFFOLK CNTY. DEPT.OF HEALTH PERMIT R10-11-0063(2012) SOUTHOLD TRUSTEES PERMIT 7695(2012) SOUTHOLD BUILDING DEPT. PERMIT 36359(2012),36091 (2010) PNo prior permits/approvals for site improvements. Has any permit/approval ever been revoked or sus ed by vernmental agency? ✓ NoT Yes If yes,provide explanation: Project Description(use attachments if necessary): existing septic on water side to have cover opened up,waste material to be removed and filled with clean sand as per suffolk county department of health requirements. Bo& of Trustees Application• COASTAL EROSION APPLICATION DATA Purposes of proposed activity:existing septic on water side to have cover opened up and waste material to be removed and filled in per suffolk county dept.of health requirements. Are wetlands present within 100 feet of the proposed activity? No__2_Yes Does the project involve excavation or filling? No=Yes If Yes, how much material will be excavated? 1 (cubic yards) How much material will be filled? 10+/- (cubic 0+/- (cubic yards) Manner in which material will be removed or deposited: Hand dig to access cover.Waste to be removed,fill with clean sand. Describe the nature and extent of the environmental impacts to the subject property or neighboring properties reasonably anticipated resulting from implementation of the project as proposed, including erosion increase or adverse effects on natural protective features. (Use attachments if necessary) There are no impacts on the environment.Work to be done by hand with minimal disturbance to ground and existing plants. to control erosion and debris around project work area.The project site will also maintain daily cleanup to control debri escaping the work site so as to not impact the wetlands,water and surrounding neighbors. Bo& of Trustees Application• WETLAND/TRUSTEE LANDS APPLICATION DATA Purpose of the proposed operations: existing septic on water side to have cover opened up and waste material to be removed and filled in per suffolk county department of health requirements. Area of wetlands on lot: 8250 square feet Percent coverage of lot: 18.9 % Closest distance between nearest existing structure and upland edge of wetlands: 64'(ex.deck) feet Closest distance between nearest proposed structure and upland edge of wetlands: (already approved) feet Does the project involve excavation or filling? R_No_�✓ _Yes If yes,how much material will be excavated? o cubic yards How much material will be filled? 10 cubic yards Depth of which material will be removed or deposited: feet Proposed slope throughout the area of operations: Manner in which material will be removed or deposited: Waste to be trucked out. Statement of the effect, if any, on the wetlands and tidal waters of the town that may result by reason of such proposed operations(use attachments if appropriate): The proposed work shall have a positive impact on the wetlands and tidal water. the new located(approved)septic being further from the water and existing septic,which is closer to the water to be pumped then filled in with clean sand. • • PROJECT iD NUMBER 617.20 SEAR APPENDIX C STATE ENVIRONMENTAL QUALITY REVIEW SHORT ENVIRONMENTAL ASSESSMENT FORM for UNLISTED ACTIONS Only PART 1-PROJECT INFORMATION (To be completed by Applicant or Project Sponsor) 1.APPLICANT I SPONSOR 2.PROJECT NAME Susan Magrino Dunning Magrino-Dunning Property 3,PROJECT LOCATION: Municipality Cutchogue county Suffolk 4.PRECISE LOCATION: Street Addess and Road intersections. Prominent landmarks etc -or provide map 925 Stephenson Road,Orient,NY 11957 5.IS PROPOSED ACTION: Q New E]Expansion Q Modification/alteration 6.DESCRIBE PROJECT BRIEFLY: existing septic on water side to have cover opened up and waste material to be removed and filled in per suffolk county department of health requirements. 7.AMOUNT OF LAND AFFECTED: Initially - acres - Ultimately - acres- S.WILL PROPOSED ACTION COMPLY WITH EXISTING ZONING OR OTHER RESTRICTIONS? ✓ Yes M No If no,describe briefly: We—are unable to obtain the required set back from wet lands due to the existing site conditions. 9.WHAT IS PRESENT LAND USE IN VICINITY OF PROJECT? (Choose as marry as apply.) M Residential M Industrial []Commercial Agriculture []Park/Forest/Open Space E]Other (describe) 10. DOES ACTION INVOLVE A PERMIT APPROVAL, OR FUNDING, NOW OR ULTIMATELY FROM ANY OTHER GOVERNMENTAL AGENCY (Federal, State or Local) QYes 1:1 No If yes, list agency nam and permit / approval: Health Department, Trustees, Building Department 11.DOES ANY ASPECT OF THE ACTION HAVE A CURRENTLY VALID PERMIT OR APPROVAL? r.�Yes ❑No If yes, list agency name and permit / approval: .•a Health Dept t . ASA ULT OF PROPOSED ACTION WILL EXISTING PERMIT/ APPROVAL REQUIRE MODIFICATION? es ✓ No I CERTIFY THAT T14E INFORMATION PROVIDED ABOVE IS TRUE TO THE BEST OF MY KNOWLEDGE Applicant / Sponsor Name Date: Signature., If the action Is a Costal Area,and you are a state agency, complete the Coastal Assessment Form before proceeding with this assessment PART II- IMPACT ASSESSMENT jTo be completed by Lead Agency) A. DOES ACTION EXCEED ANY TYPE 1 THRESHOLD IN 6 NYCRR,PART 617.4? If yes,coordinate the review process and use the FULL EAF. ' [—]Yes a No 8 VVILL ACTION RECEIVE COORDINATED REVIEW AS PROVIDED FOR UNLISTED ACTIONS IN 6 NYCRR,PART 617.6? If No,a negative declaration MY be superseded by another involved agency. E]Yes [A No C. COULD ACTION RESULT IN ANY ADVERSE EFFECTS ASSOCIATED WITH THE FOLLOWING:(Answers may be handwritten,if legible) C1. Existing air quality,surface or groundwater quality or quantity,noise levels,exiling traffic pattern,solid waste production or disposal, potential for erosion,drainage or flooding problems? Explain briefly: C2.Aesthetic,agriaAh"t.archaeological,historic,or other natural or cultural resources;or community or neighborthood character?Explain briefly: C3. Vegetation or fauna,fish,shellfish or wildlife species,significant habitats,or threatened or endangered species?Explain briefly.- C4. riefly:C4. A community's existing plans or goals as offidally adopted,or a change in use or intensfly of use of land or otter natural resources?Explain briefly: C5. Growth,subsequent development,or related activities likely to be Induced by the proposed action?Explain briefly: C6. Long term,short term,cumulative,or other effects not identified in C1-05? Explain briefly: C7. Other impacts Qnduding changes in use of either quantity-or tof energy? Explain briefly- 0. riefl O. WILL THE PROJECT HAVE AN IMPACT ON THE ENVIRONMENTAL CHARACTERISTICS THAT CAUSED THE ESTABLISHMENT OF A CRITICAL ENVIRONMENTAL AREA(CEA)? If es,exotain briefly: E]Yes Q No E. IS THERE,OR ISTHERE LIKELY TU BE,CONTROVERSY MATED TO POTENTWL Yes Q No ADVERSE ENVIRONMENTAL-IMPACTS? If n: Q ` PART N-DETEIiMN ATM OF SIGNIFICANCE(To be completed by Agency)' . NHSTRl1uld e - For each adverse~Identified above,detBmllfle Whether It is 6ub8ta 0A large.knportant orotherwise signillmant.Each et�ectshould be assessed In oonnedioft with Its(a)setting(Le.urban or furaq;(b)pt prof oommkV,(c)duraOM(d)imeverslblfay;(e) 9�8mP k ape;and M magnitude. If necessary,add abctmmts or referenoe supporting materials. EftsuPe that rotes oolttain sutkient detail to show that all relevant adverse Impacts have been identified and adequoll*addressed, If qudstion d of part if was d%Cks t yes,the detefminatiott of sigtliticanoe mustevaluate the potential kPidofthe proposed.action on the emrIMINnental characteristics oHhe CFA ChedcthisboxNyouhttvelde OWone ormon P0Wnff ylarge*rsig ctad*W 10111POCtswiftMAYot>mr Tim proceeddirecdytodle EAF andfor prepare a positive dedaraflon. FULI Chedt titin box N you have detemaned,based on ft information and analysis above and any supporting dodxngttation,that IMthe proposed a detWILL in any significant adverse environmental impacts.AND providen. ,on attadtments as necessary,the the supporting o Board of Trustees Name of Lead Agency Date President Print or Type Name of Responsib a Officer in Lead Agency Title of Responsible Officer Signature of Responsible Officer in Lead Agency Signature of Preparer(If different from responsible officer) Boar Trustees Application • County of Suffolk State of New York --- AI& BEING DULY SWORN DEPOSES AND AFFIRMS THAT HE/SHE IS THE APPLICANT FOR THE ABOVE DESCRIBED PERMIT(S)AND THAT ALL STATEMENTS CONTAINED HEREIN ARE TRUE TO THE BEST OF HIS/HER KNOWLEDGE AND BELIEF, AND THAT ALL WORK WILL BE DONE IN THE MANNER SET FORTH IN THIS APPLICATION AND AS MAY BE APPROVED BY THE SOUTHOLD TOWN BOARD OF TRUSTEES. THE APPLICANT AGREES TO HOLD THE TOWN OF SOUTHOLD AND THE TOWN TRUSTEES HARMLESS AND FREE FROM ANY AND ALL DAMAGES AND CLAIMS ARISING UNDER OR BY VIRTUE OF SAID PERMIT(S), IF GRANTED. IN COMPLETING THIS APPLICATION,I HEREBY AUTHORIZE THE TRUSTEES, THEIR AGENT(S) OR REPRESENTATIVES(S), TO ENTER ONTO MY PROPERTY TO INSPECT THE PREMISES IN CONJUNCTION WITH REVIEW OF THIS APPLICATION. Sig afar SWORN TO BEFORE ME THIS I DAY OFA� ,20� LAUREN M.STANDISH Notary public, w York Qualified in Suffolk Countyy Commission Expires Anvil Notary Public Suffolk Environmental Consulting, Inc. Newman Village,Suite E,2322 Main Street,P.O.Box 2003,Bridgehampton,New York 11932-2003 (631) 537-5160 Fax: (631) 537-5291 Bruce Anderson,M.S.,President March 29, 2012 Mark Schwartz P. O. Box 933 Cutchogue, NY 11935-1348 Re: Lomangino 9105 Skunk Lane Cutchogue Dear Mr. Schwartz, Please be advised that the landward edge of tidal wetlands was delineated by the placement of 16 orange ribbons parallel to the shoreline. Attached is a partial copy of a survey showing the approximate wetland boundary. Please cause the surveyor to locate these ribbons and label, "Landward Edge of Tidal Wetlands as Delineated by Suffolk Environmental Consulting, Inc. on March 28, 2092." In addition, the freshwater wetland for the pond is its shoreline. That boundary should be labeled, "Landward Edge of Freshwater Wetlands as Delineated by Suffolk Environmental Consulting, Inc. on March 28, 2012." Our fee for delineating the wetland boundary is$350.00. Kindly remit same. Sincerely, Bruce A. Anderson Bo& of Trustees Application AUTHORIZATION (where the applicant is not the owner) Susan Magrino Dunning 925 Stephenson Road, I, residing at Orient,NY 11957 (print owner of property) (mailing address) do hereby authorize A� (Agent) Z'v`4RLL ,2H—k1,41e,7-Z- to apply for permit(s) from the Southold Board of Town Trustees on my behalf. S4�3k-O,Q A A (Owner's signature) • 0 APPLICANT/AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees.The nuroose of this form is to provide information which can alert the town of Wssible conflicts of interest and allow it to take whatever action is necessary to avoid same. YOUR NAME: S (Last name,first name,middle inti ,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) NAME OF APPLICATION: (Check all that apply.) Tax grievance Building Variance Trustee �— Change of Zone Coastal Erosion Approval of plat Mooring Exemption from plat or official map Planning Other (If"Other",name the activity.) Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold? "Relationship"includes by blood,marriage,or business interest."Business interest"means a business, including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. YES NO t1� If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee.Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply): A)the owner of greater than 5%of the shares of the corporate stock of the applicant (when the applicant is a corporation); B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation); C)an officer,director,partner,or employee of the applicant;or D)the actual applicant. DESCRIPTION OF RELATIONSHIP Submitted this��day f �! 00 LZ- Signature Print Name z Form TS 1 APPLICANT/AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and em llpyees The purpose of this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same.��JJ//JJ YOURNAME: 14.46yo - a c Sof (Last name,first name,middle initial,unless yo are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) NAME OF APPLICATION: (Check all that apply.) Tax grievance Building Variance Trustee Change of Zone Coastal Erosion Approval of plat Mooring Exemption from plat or official map Planning Other (If"Other",name the activity.) Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold? "Relationship"includes by blood,marriage,or business interest."Business interest"means a business, including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. YES NO If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee.Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply): A)the owner of greater than 5%of the shares of the corporate stock of the applicant (when the applicant is a corporation); B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation); C)an officer,director,partner,or employee of the applicant;or D)the actual applicant. DESCRIPTION OF RELATIONSHIP Submitted th'S) NG da 0fA00e!L 200 M Signature Print Name Form TS I 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). 3. If any question in Section C on this form is answered "yes", then the proposed action may affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, the action should be analyzed in more detail and, if necessary, modified prior to making a determination that it is consistent to the maximum extent practicable with the LWRP policy standards and conditions. 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# 17 _ 1.2 _ 1 The Application has been submitted to(check appropriate response): Town Board ❑ Planning Dept. ❑✓ Building Dept. ❑ Board of Trustees ❑✓ 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g. capital ❑ construction,planning activity,agency regulation,land transaction) ❑ (b) Financial assistance(e.g. grant,loan,subsidy) (c) Permit,approval,license,certification: R Nature and extent of action: existing septic on water side to have cover opened up,waste material to be removed, and filled with clean sand as per suffolk county department of health requirements. • 0 Location of action:925 Stephenson Road, Orient, NY 11957 Site acreage:0.86 acres Present land use:single family dwelling Present zoning classification: R40 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: Susan Magrino Dunning (b) Mailing address:925 Stephenson Road, Orient, NY 11957 (c) Telephone number:Area Code( ) (212)888-1575 (d) Application nuipber,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? 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 ✓�Not Applicable Policy 1 is not applicable to the project. 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 The subject prowerty does not contain nor does the proiect affect historic or archaeological resources; nor is the project located in a historic maritime area. Policy 2 is not applicable to the project. 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 To the extent that this policy is applicable to the proposed project visual quality and scenic resources will be protected at the site through the protection and maintainance of the well-vegetated embankment buffering the developed portion of the site from the tidal waters of Long Island Sound. 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 project does not address nor affect erosion control structures or other erosion/flooding initiatives Policy 4 is not applicable to the project. 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 W1 Yes ❑ No ❑Not Applicable The proposed proiect is consistant with policy 5 via upgrade and relocation of the existing sanitary system more than 100 feet from the wet lands to ensure effective treatment of the sanitary waste. 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 Proiect will be consistant with Policy 6 for the same reasons described for Policy 5 0 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 F-]No a Not Applicable The project will neither affect nor have an impact on air quality in the Town of Southold. Policy 7 is not applicable to the project. 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 a Not Applicable The project will neither create nor require the handling of solid waste or hazardous substances. Policy 8 is not applicable to the project. 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. ❑ Ye❑ No❑✓ Not Applicable Policy 9 is not applicable to the project. 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 7 Not Applicable The project neither proposes nor affects water-de endent uses. Policy 10 is not applicable to this project. P 1 P P P Y PP p J 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 The project neither proposes nor affects commercial or recreational fisheries or other uses associated with the living marine resources of Long Island Sound. Policy 11 is not applicable to this project. 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 The project site is neither situated on nor adjacent lands. Policy 12 is not applicable to the project. 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 The project affects neither the use nor development of energy and mineral resources. Policy 13 is not applicable to the project. Created on 512510511:20 AM REVISIONS TRUSTEES 08/09/2012 I STORM WATER DRAINAGE: N/O/F I LOCATION: AREA/REQUIREMENTS: REQUIRED DRYWELL/CAPACITY: DONNA TWEEDLE sEPrinso•+ 2150 SQ.FT,x 0.35=7525 PROVIDE:0)B'dia.X 4'deep DRYWELL -A- AT 2"RAIN PER HR.=1505 TOTAL CAPACITY:167 CU.FT. EL 20' EI_20' 1505/12=125.5 CU_FT. -WITH CATCH BASINS- (EX, NG7 (EX1mNG 7300 SQ.FT.x 0.35=2555 PROVIDE:(2)8'dia.X 6'deep DRYWELLS ------- _ -B- AT 2"RAIN PER HR=5110 TOTAL CAPACITY:501 CU_FT. 15'WIDE EE 22NL) w R 1 G H T O F W A 5110/12=426 CU.FT. -WITH CATCH BASINS. 5200 SQ.FT.x 0.35=1820 PROVIDE:(2)8'dia.X 4APIep DRYWELLS RIGHT OF WAY __ - -C- AT 2"RAIN PER HR.=3640 TOTAL CAPACITY:334 CU.FT. FROMM WELL _ PRIVATE ROAD - 3640/12=304 CU,FT. -WITH CATCH BASINS- " '--- - EXISTING 47 b- 1312 SQ.FT.=220 CU.FT. PROVIDE:0)B'dia.X 6'deep DRYWELL 33' TOTAL CAPACITY:253.5 CU.FT. FRAMED -E- POOLOVERFLOW PROVIDE: CAPACITY:4de CORY ELL GARAGE N/O/F �yJ FTIN LEWIS&DEBORAH EXISTING MININUM GRADE FOR EDISON LEACHING POOLS 1S EL 14,4'AS PER -VACANT- F EXISTING WATER STORAGE EL.2a SCHDS MINIMUM REQUIREMENTS I APP01/ED BY TANk TO kEMNN.THERE AAE 1EXlmNG) _ EL 2P NO EXISTING PLUMBING (EXISTING) FIXI'URF5IN GARAGE ANDfJO - - PLUMRINL11 URESPROPOSED. 19' --1 EL 22' TO TANKTO REMAIN (FXISTINQ E....EL Ii.D' (Ex,SnNGI x � (EXISTING] WELL is, a EL 16' GRUNTOUCH�'" ZONE ' _ i BOARD OF TRUSTEES (D UTING) TO FISTING) X (ZONE z ! WELL CEHL 'VE 13 f TOWN OF SOUTHOLD � N DATE am,,�j J _ r ' m �� ❑ O.W. POOL QI O I '' :�f'i /� V t� EQPMT. j 1� " P LP :.�••• SOUTHOLD TOWN TRUSTEES r � V / a tY] m ©,.. N LL Cy `4 \ .• iL l F NON-DISTURBANCE UNE t'A • ' -•-• .-.. EMM D TO8, EL RE-USEE N Z Lwt.cnCP Df 100' BEACH N/O/F d L�` 18'X30'PLQ HOUSE •�.., p �) i ( c� x IT k`lbf i O BEVERLY&JQANA LAMOS w u. D.W. FF 5' i d gtl) w/BASEMENT Z L3 qzt GRACE 2L t?G ,n ... ORD"sti YLOAM ;; - .3: _ _ � E I LONG ISLAND h r,�Tesr �JNK ,el �• FW GRA _ HOLE CR)SE 1 SOUND EL 16.0' i ( ••• RLOCAMR 2 n' OUNDA'�ON ' t I'AIE ERam SILT v �' '•1 ••' o ------ EXISTING BLOCK t s 1$XS- POO0 y ''" r I 1 SEPTIC TO BE 1 • • w ,t REMOVED / 150 /'_ /� DECK FROM WELL lA' -'-'• BRCPYh^I SWOX C.LA4' .. - "� r l'1 1372. MAINTAIN 10'SEPERATION EL'16' �'� ' f•� Sri BETWEEN WATER AND iS.E' F.L7.7 (EYImNG) 1,.�, _ `vmTELINE'PERScros EX.UTILITY SDP.E ,�7 Y 1 �- � 0 ( 1 STORY WATER INHOUSE rf SOUTHOLD TOWN TRUSTEES r 1 ARnww SRTY 6AY N/O/F / PROVIDE UNDERGROUND �' �D` T�"I NON-DISTURBANCE LINE 1 Z 4 AUG I IG ANTHONY& ELECTRIC TO MAIN HOUSE, n+o RASOWNtl7 f j�J Z012 SUSAN AQUINO / POOL HOUSE,AND POOL I W W z INSTALL NEW UNDERGROUND LJ' t- 29 � ELECTRIC FROM POLE TO HOUSE Southhold Town EXISTING WATER LINE TO BE REMOVED LT wAtLRIN AND RELOCATED(VERIFY IN FIELD) BltowwlvTlrurn �X,mNG, C�H Z Board of Trustees A COAMSAN ONE Z ONE ` W EXISTING IRRIGATION SYSTEM AFFECTED TO 70 TO EL IP 1 _ o A CONSTRUCTION WORK TO BE DESIGNED LP 2 LP 1 ST (EwmNG7 EL 22• X I E i3 EL H' F_ AND INSTALLED BY IRRIGATION INSTALLER FEx1sr,NG1 IT (fXISFING) SITE PLAN ELIO (EXUTMG) EL_Is 35' (E%ISFINL) (FMSTINGJ TEST HOLE DATA N/O/F EX.WELL SCALE: 1 = 30'-0' MMOINALPrA IXIENCE UBAIDO&DORTHY 11 DILOREN20 O CP a C SITE PREPERATION: LOT COVERAGE:LI.O` ,�,^���• 1),EXCAVATION MUST NOT BEGIN UNTIL THE LOCATIONS OF UNDERGROUND WIRES, L V K CABLES AND PIPES HAVE BEEN MIARKED OR UNTIL VERIFICATION FROM UTILITY COMPANIES THAT THE AREA IS CLEAR. LOCATION: AREA: LOT COVERAGE (CEHL): 2).CONTRACTOR AND EXCAVATOR SHALL INSPECT PROPERTY FOR EXISTING UTILITIES PROPERTY: 37,319.0 SQ,FT_(TOTAL) 23,069 SQ.FT.(CEHL) BEFORE EXCAVATION BEGINS.A1NY DIGGING WITHIN 24 ICHES OF UTILITY MUST BE DONE BY HAND. 3).CLEAR THE SITE AT LEAST 20-25i FEET(IF APPLICABLE)FROM THE FOUNDATION. EXISTING HOUSE: 1,301.0 SQ. FT. 5.6% A).CUT UP TREES(VERIFY WITH OWNER)AND HAUL THEM AWAY. B)-CHIP BRUSH. EXISTING DECK/PORCH: 687,0 SQ. FT. 3.0% CIO POOL HONE Q.REMOVE STUMPS AND HAUL THEM AWAY, FF.I6S EXISTING GARAGE: 491.0 SQ.FT. 2.1% O MM:HID GRADE IV TDI...' 2n FRow 4).RETAIN AS MUCH TOP SOIL AS POSSIBLE TO PRESERVE THE ENVIROMENTAL FINISHED GRADE RJ.FIEY.IS.c' fLEV.16D'(MIN.156) FW°NGMOE TOTAL EXISTING: 2,479.05 v MPROVEU PIPE TOPEL/4.6 WN,EIEU.N.4' I I QUALITY OF THE PROJECT SITE. Q.fT. 10.7/a O Mn DRCN t/1•/I' ""° 3' K APPRa�DP�E TDP LL o.4 MN s 5).WHEN THE TOP SOIL IS PRESERVIED,TILL THE SOIL FIRST,AND THEN REMOVE mm.PvcH Iron' jE1/� N3 TO A SAFE LOCATION WITH A FRONT END LOADER. t PROPOSED POOL HOUSE: 540.0 SQ_FT, 2.3% J'� ��FF 13.1' INV EL 12b' IEAcewG TEACHING 6).FOUNDATION EXCAVATIONS SHIOULD BE AS LEVEL AS POSSIBLE.SET ELEVATION •^y� z Z ADL P PROPOSED SEPTIC SYSTEM DETAIL SL BENCH MARK PRIOR TO EXCAVATION. PROPOSED PORCH: 210.0 SQ,FT. 0.9% MOT TO SCALE) PROPOSED PAVILION: 252.0 SQ.FT, 1.1% Z Z 3 7).OVER DIG FOUNDATION HOLES TO GIVE PLENTY OF ROOM FOR A WELL- W _W PROPOSED SEPTIC SYSTEM DETAIL BaT.E a.r MIN. DRAINING BACK FILL AND TO PRiOVIDE ROOM FOR ALL WORK. PROPOSED POOL: 900.0 SQ.FT. 3.9% W N.T.S. TfMDDNDWATEk.ELEV.I.f• A).IF THE DEPTH OF EXCAVATION IS 6 FEET OR LESS,OVER DIG BY 3-4 FEET_ J B).IF THE EXCAVATION IS DEEPER THAN 7 FEET,THE SIDES MUST BE SLOPED TOTAL EXISTING: 1, 1 O OUTWARDS AT A 45 DEGREE.ANGLE ABOVE 4 FEET OR INSTALL SHORING. 902.OSQ Ff. g,2gf, O co SEPTIC TANK LEACHING POOLS 8).HILLSIDE EXCAVATION:EXCAVATE THE HILL BACK TO AN ANGLE OF REPOSE-THE N NOTES: MINIMUM SEPTIC TANK CAPACITIES 1S 1500 GALLONS. 1).MNIMUM LEACHING SYSTEM IS 2 POOLS;8'DEEP,V DIA. ANGLE AT WHICH THE SLOPE IS STABLE,USSUALLY BACK TO A SLOPE OF 2:1 TOTAL: 4,381.0 SQ.FT. 18.9% (VERIFY SOIL CONDITIONS). 21.CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 psi AT 2).LEACHING POOLS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE A).AN UNSHORED VERTICLE CUT SHOULD NOT EXCEED 5 FEET ON A SLOPED SITE. 28 DAYS. (OR EQUAL). 3).WALL THICKNESS SHALL BE A MINIMUM OF 3",A TOP THICKNESS OF 6"AND A 3).ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE(OR EQUAL). 9).PROTECT GRASS,TREES AND OTHER PLANTS WHENEVER POSSIBLE. BOTTOM THICKNESS OF 4",ALL WALLS,BOTTOM AND TOP SHALL CONTAIN REINFORCING TO RESIST AN APPLIED FORCE OF 300 psf. 4).A MINIMUM DISTANCE BETWEEN LEACHING POOLS AND WATER LINE SHALL BE MAINTAINED. 10).DO NOT CLEAR OR EXCAVATE LARGE AREAS TO FAR IN ADVANCE OF CONSTRUCTION, 4).ALL JOINTS SHALL BE SEALED SO THAT THE TANK IS WATERTIGHT. DISTURB VEGETATION ONLY AS NEEDED,THEN RESEED OR REPLANT AS SOON AS 5).AN B'MIN.DISTANCE BETWEEN ALL LEACHING POOLS AND SEPTIC TANK SHALL PRACTICAL. DRAWN: MH/MS 5).THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS(WITH A BE MAINTAINED. MAX.TOLERANCE OF+/-1/4.1 ON A MINIMUM 3"THICK RED OF COMPACTED SCALE: 1/4"=1'-0" SAND OR PEA GRAVEL 11).LIMIT EQUIPMENT TRAFFIC IN AND OUT OF THE JOB SITE-DO NOT DRIVE OVER 6).A 10'MIN.DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED. UNCLEARED AREAS.PROTECT UNCLEARED AREAS WITH SNOW FENCING OR OTHER JOB#: BARRIERS.PLACE BARRIERS AROUND THE DRIP-LINE OF TREES TO PREVENT INJURY August 09,2012 TO THE ROOT SYSTEM_IF A PERMANENT DRIVE CAN NOT BE INSTALLED BEFORE SHEET NUMBER: CONSTRUCTION BEGINS,A TEMPOARY GRAVEL DRIVEWAY SHOULD BE INSTALLED WHERE VEHICLES ENTER THE JOB SITE. PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR$;HALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OFA 14L/ MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS.AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK, ANLL GENERAL CONTRACTOR SHALL BE RESPONSIPJLE FOR ALL BUILDING DEPARTMENT INSPECTIONS ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING D SHEE:TROCKING AND SHALL SECURE THE C oT O PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS v N STORM WATER DRAINAGE: 0��0 2iF�FOT LOCATION: AREA/REQUIREMENTS: REQUIRED DRYWELL/CAPACITY: N/O/F I �h0 DONNA TWEEDLE r 2150 SQ.FT,x 0.35=7525 PROVIDE:(1)B'dia.X 4'deep DRYWELL sEPr¢Is9+ 1 -A• AT 2"RAIN PER HR.=1505 TOTAL CAPACITY:167 CU.FT. 1505/12=125.5 CU-FT- -WITH CATCH BASINS- EL 29' EL 20' (EXb NGj IExenr4L 7300 SQ-FT.x 0.35=2555 PROVIDE:(2)B'dia.X 6'deep DRYWELLS -B- AT 2"RAIN PER HR=5110 TOTAL CAPACITY:501 CU.FT. __ 5110/12=426 CU.FT. -WITH CATCH BASINS- 15'WIDE IExIs11NL) R l G►a T O F A _ '�' 5200 SQ.FT.x 0.35=1820 PROVIDE:(2)B'dia.X 4'deep DRYWELLS RIGHT OF WAY .- -C- AT 2"RAIN PER HR.=3640 TOTAL CAPACITY:334 CU.FT. "�'• t5°' 3640/12=304 CU-FT. -WITH CATCH BASINS- FROM WELL PRIVATE ROAD - PROVIDE;0)B'dia.X 6'deep DRYWELL 4 -D- 1312 SQ.FT.=220 CU.FT. EXISTING W TOTAL CAPAC.Mh 253.5 CU.FT. •'- 33' PROVIDE:0)S'dia.X 4'deep DRYWELL -E- POOL OVERFLOW FRAMED N/O/F TOTAL CAPACITY:t67 CU-FT. GARAGE 9 LEWIS&DEBORAH z W X15TIN fXLSRNG MINIMUM GRADE VOR EDISON LEACHtNG POOLS 1S EL 14.4'AS PER -VACANT- SCHDS MINIMUM REQUIREMENTS ~ Ex16TwL WATER STORAGE EL 29' w TANK TOREMAIN.THMEARE "ImNL) 0.29' NO EXImNL PLUMBING - �', �- �p� ELI •�/,. � 1 (E%ImNGj HIMIIIN IN GARALEANDSE .'L Lam? (E1LImNL) A" PLUMB TANKTORESPROPO6ED. BE.IV / EXISTING EL 15.0' e1C• EL]]' TO TANKTO REMAIN IEXliTING) Off' LR UX TO REMAIN DL 4EXImNQ WELL IT IDN �' uNr°ueHED ZONE )Jul G\ z (EXImNGI EL 16' X 1 ZONE F 3 :11, \\Vz I-I (EXISTING) N TO CEH ry VE 13 WELL EUIPMr. 1 5, FwGE A 'll •L P 1 I - _ !-"F Y"" -- _ - T / N `a••t lfl EXIM .11NEW ' EL 6 { rOBE TEREO e } } •• NL r' RE. ONE _ •,Wig: - I i { Go QCPN/O/F J O ( 18'x3©'PQCIL HOUSE R�US �� i BEVERLY&JOANA LAMOS u. P Lr, ., / 0'�SBACYw FF EL.16.5' 4 _ /'�tiOX F'O + ,y w/BASEMENT 33.5' = 10 , , I ,- �rrT _ ¢ LONG ISLAND x GRA r_17-C G5' " agooh19treuaAM NEWL GRA`` •'B•ENK OLE ''�• L ,261 j,"'! n! � 'i SOUND OUND EBLOC ••. FQUNBAyo� P,iIE BiiQIX•'f•7 AL9- v -•�-�_-_- s BrXS (Ivtl BUEM(NO I APROX.LOCATION Of I �� 1� I D'NT- 1 EX.51Y'LIC NSTEM o -- �. �'POOL -�'''" _ r ff FILL IN WITH SAND PER OL ,, DECK -4E-HOS'-REQUIREMENTi PC DECK l5(Y ;>;rti`,1 11YY ls. FROM WELL 'l:: I? j - f^y: :�"l /31 -�S1 S }• --- WALRETAtTLNG EL 16 .( Z �•r MWNEAMIVI/AEEINELNINIOWE'PER ERRCAHTDIOSK9' 4RL SANDY CLAY EL.18, (EXISTING) N 7 DEa Ex.unu� WAL. oF�� t' ".- � 'V_.1 1 STORY I s I r) PdLE` WAL AT 1"ICUSE II _ BLDIN PIER 'WATER IN N/O/F / PROVIDE UNDERGROUND e�v�^` FLUNAITION { u, } _ BROSKN U17Y 43AY ( (NO ` . ANTHONY& ELECTRIC U MAIN HOUSE, CA EMENT) POOL HOUSE,AND POOL rpo SUSAN AQUINO o N >�v � 1 U` P� .�,1�M1�1 f 1N ST ALL NEW UNDERGROUND A[1 LI1 j 25, ""•' ELECTRIC FROM POLE TO HOUSE 4 z /r L1,B EXISTING WATER LINE TO BE REMOVED rEx1rnNL) TP 5%ATM IN AND RELOCATED(VERIFY IN FIELD) CAHU EXISTING IRRIGATION SYSTEM AFFECTED TO TO 70, EL 2v ONENE r QROM ZINE T17 Z '2 6.17ARSF SAND BY CONSTRUCTION WORK TO BE DESIGNED 1P 2 IP 7 ST�� (EwmNL) EL n• X � E13 AND INSTALLED BY IRRIGATION INSTALLER (EXImNG) EL IS, (EXbTING) o,2pry (EXITING) EL 16' SITE PLAN [a 35, -• COO i O PDFol (EXITIN4G) - (EMSTNG) 2i Lai N/O/- TEST HOLE BATA UBAIDO&DORTHY MONALPGEM ENCB 00 DILOREMO SCALE; 1" = 3��_O1 k� CP SITE PREPERATION: LOT COVERAGE: 1).EXCAVATION MUST NOT BEIN UNTIL THE LOCATIONS OF UNDERGROUND WIRES, POOL HOUSE CABLES AND PIPES HAVE BEE'S MARKED OR UNTIL VERIFICATION FROM UTILITY LOCATION: AREA: LOT COVERAGE CEHL , FF:16.5' COMPANIES THAT THE ARE),IS CLEAR., FINISHEDLRADE 5 TO PROPERTY LINE 5 2.1FROn, 2).CONTRACTOR AND EXCAV/TOR SHALL INSPECT PROPERTY FOR EXISTING UTILITIES PROPERTY: 37,319.0 SQ.FT.(TOTAL) 23,069 SQ.FT. (CEHL) FINISHED GRADE MIN.ELEJ 15.6' FINISH GRADE 1 ELIM I&C(MIN.15 6) MIN BUN 144' ` ) BEFORE EXCAVATION BEGIN.ANY DIGGING WITHIN 24 ICHES OF UTILITY MUST APPROVED PIPE -1 11 14.6 mm.PITCH I/4'11' TOP EL 134' 1.MIN (A BE DONE BY HAND. SEPTIC APPROVEDPIPE 6• INV.'L335 33TANK min PITCH VB"/I' 14.3' 3),CLEAR THE SITE AT LEAST 20.25 FEET�(IF APPLICABLE)FROM THE FOUNDATION. EXISTING HOUSE: 1,301,0 SQ.FT. ,A° s S.b 114V.EL12.6' A).CUT UP TREES(VERIFY WrH OWNIER)AND HAUL THEM AWAY. L B).CHIP BRUSH. EXISTING DECK/PORCH: 687.0 SQ. FT. ,t � 3.0°/O T+E--B'-I•I R'6" LEACHIIJL LEACHING C).REMOVE STUMPS AND HAUL THEM AWAY- PROPOSED SEPTIC SYSTEM DETAIL EXISTING GARAGE: 49L0 SQ.Ff,Ib1'fJ� 2.1% POOL POOL (NOT TO SCALE) 4).RETAIN AS MUCH TOP SOIL ASPOSSIBiLE TO PRESERVE THE ENVtROMENTAL F'r"I 0 i QUALITY OF THE PROJECT SITE. TOTAL£X/STING: 2,479-OSQ.F7 M1p,,'b� 10-7% • 3 • BOT.EL 4.7 MIN. S) GROUNDWATER:ELEV.1.9' TO A SAE LOCATIONIS FIRST,AND THEN REMOVE WITH A FRONT END LOADER. PROPOSED POOL HOUSE: 540-0 SQ-FT- 2.3% � O :z 6)-FOUNDATION EXCAVATIONS SHOULD BE AS LEVEL AS POSSIBLE.SET ELEVATION Of z BENCH MARK PRIOR TO EXCAVATION!. PROPOSED PORCH: 210.0 SQ. FT. 0.9% �j z Z PROPOSED PAVILION: 252.0 SQ.FT. 1.1 °/D PROPOSED SEPTIC SYSTEM DETAIL 7).OVER DIG FOUNDATION HOLES TO GAVE PLENTY OF ROOM FOR A WELL- � w N.T.S. DRAINING BACK FILL AND TO PROVIDE ROOM FOR ALL WORK. PROPOSED POOL: 90.0 SQ.FT. 3.9% n Fy A).IF THE DEPTH OF EXCAVATION IS 6 FEET OR LESS,OVER DIG BY 3-4 FEET, " h� Lo Q B).IF THE EXCAVATION 1S DEEPER THAN 7 FEET,THE SIDES MUST BE SLOPED TDTAL£X1ST/NG: 7,902.OSQ.F7 8.2% ✓` � OUTWARDS AT A 45 DEGREE ANGLE ABOVE 4 FEET OR INSTALL SHORING- ,T` e � SEPTIC TANK LEACHING POOLS 8).HILLSIDE EXCAVATION:EXCAVATE THIS HILI BACK TO AN ANGLE OF REPOSE-THE � ) NOTES: NOTES: ANGLE AT WHICH THE SLOPE!S STABLIE,USSUALLY BACK TO A SLOPE OF 2:1 TOTAL: 4,381.0 SQ. FT. 1�I IB,9% �!b 1).MINIMUM SEPTIC TANK CAPACITIES IS 1500 GALLONS. 1).MINIMUM LEACHING SYSTEM IS 2 POOLS;8'DEEP,8'Du' (VERIFY SOIL CONDITIONS). n 2),CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 psi AT 2).LEACHING POOLS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE A).AN UNSHORED VERTICLE CUT SHOULD NOT EXCEED 5 FEET ON A SLOPED SITE. 28 DAYS. (OR EQUAL)- 3).WALL THICYNESS SHALL BE A MINIMUM OF 3-,ATOP THICKNESS OF G AND A 3).ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE(OR EQUAL). 9).PROTECT GRASS,TREES AND OTHER PLANTS WHENEVER POSSIBLE. +w4•:. - \' BOTTOM THICKNESS OF 4".ALL WALLS,BOTTOM AND TOP SHALL CONTAIN '"�'-•+ )"�� Y `' Ff-{ REINFORCING TO RESIST AN APPLIED FORCE OF 3D0 psf. 4).A MINIMUM DISTANCE BETWEEN LEACHING POOLS AND WATER LINE SHALL BE 10).DO NOT CLEAR OR EXCAVATE LARGE AREAS TO FAR IN ADVANCE OF CONSTRUCTION; M�+ x - � •s,, ` MAINTAINED. DISTURB VEGETATION ONLY AS NEEDED,THEN RESEED OR REPLANT AS SOON AS �' ' 4).ALL JOINTS SHALL BE SEALED SO THAT THE TANK IS WATERTIGHT. 5)-AN 8'MIN.DISTANCE BETWEEN ALL LEACHING POOLS AND SEPTIC TANK SHALL PRACTICAL DRAWN: MH MS 5).THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS(WITH A BE MAINTAINED, ^_ SCALE: 1/4"=1'-0" MAX.TOLERANCE OF+/-1/4")ON A MINIMUM 3"THICK BED OF COMPACTED 11).LIMIT EQUIPMENT TRAFFIC IN AND OUT OF THE JOB SITE-DO NOT DRIVE OVER JOB#: SAND OR PEA GRAVEL. UNCLEARED AREAS.PROTECT UNCLEARED AREAS WITH SNOW FENCING OR OTHER 6).A IO'MIN.DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED. BARRIERS.PLACE BARRIERS AROUND THE DRIP-LINE OF TREES TO PREVENT INJURY ' Match 12,2012 TO THE ROOT SYSTEM.IF A PEIIMANIENT DRIVE CAN NOT BE INSTALLED BEFORE r pr. SHEET NUMBER: CONSTRUCTION BEGINS,A TEMPOAIRY GRAVEL DRIVEWAY SHOULD BE INSTALLED ` WHERE VEHICLES ENTER THE JOB SITE. .meg 5- 1 NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS.THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENONG WORK,CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING W17H CUINERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BF RESPON511BLE FOR ALL E°SU1LDINGo DEPARTMENT INSPECTIONS PAINTER TO PRIME AND PA114T ALL DOOR EDGES TO MAINTAIN COl'TRACTOR SHALL NflT MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND COND]T10NS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINYUATLON OF WORK. ROUGHELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATINCs AND SNEETROGKIN@ AND SHALL SECURE THE G of 0 PRIOR TO RECEIVING:FINAL PAYMENT FROM OWNERS. REVISIONS IF , o J --- --i^ ,71j I ' In L_L_ �r_JL— ' f i 1 i ' ' J ' , E I t f I , I I I 1 j I CJ -6. W -L,--�,.J... ,r---, k�_r- (I �.-._i �, ,'_�_ -r—`, � '- r I I t { i ?r: I i -.._-L I C� I t 1 I I , I t l j ,` j ' { t j I j IN biJ q+ r=—f-jL _L_� _...L , i-i_ 1. L�__ L .�_ r __,.L�._ T T�,L ,r +� z , , 1 I ' ; 1 1—`r }� j`_T ' — 1 I_..L_ i__,...�_L.�_I__� __ -_ �. i_T._ . L_.. C_ L ! _.l_ _1_%J II j --L._l_;-',_J._ .E_----�-I--�-�-�-i-- -1r-I.- - ='�- - = - - ---'�--�-r- - i �_7---1-�_ �i �...j. I i i.i� ....I.i j._:�__�_T-. j"L�`� - _ u� IT T t L_.m 1=JL'_-_jL o ;L-= �' r-r L r rr� I , j t R �T g - L00 _iL, i L_. �_�L _=�L_. ; —+ a a ( � II � s � � � � :I i i j j I I i I�� I ; r•",' �, _'--T1 7 w W a SOUTH ELEVATION SCALE: 1/4" = V W ra I O as -�-~;E Qji : ( � ( Al— Lu - — - � I�.I i I--r I I ,1 i j l.f) —t L- . 1. �-; if it a 11 N� T��`� f ♦ ♦ ♦ I ' f� � �r� I✓�./ I F CCs co ♦ jj I {{ ] 1 f I f I E `` I a ! 1_y� t 1 I �� �_.J 1J L_ L , I I r �— -a.LT -I-�_:i� -7 _i-�--J 'f. i i -r-+ -f i -("-7'- I -'j � j ! � I i h�.�,-:�,r,- �a �+�•- _ w !T I II DRAWN: MH/MS zz! ( 1� LII F L I �. �� I, L I ? .._ ( SCALE: 1/4"=1'-0" P~ JOB 4: - arch 12,2012 EAST ELEVATION - SH1 ET NUMBER: SCALE: 1/4" = 1' I T A S TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK.CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING W1TH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL HE.RESPONSIE'A.E FOR ALL BUILDING DEPARTMENT INSPECTIONS A 2 PAINTER TO PRIME AND PAN M DOOR EDGE MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT ORCONT11NUATION OF WORK. ROUGH EL.EC7RIG,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETf20GkING AND SHALL SECURE THE C of O PRIOR TO RECEIVING FINAL PAYMENT FF:OM OWNERS. REVISIONS lo f��'ji(lIt' it"'Nil �' 1I ;I';; U" a "IIS I ��4�111{,II LC] ll:k{ El F� 30'-0" g p INT. NORTH ELEVATION 31-63) 9'-51/4" 13'—63/4" 31-6 1) 8'-4» OUTDOOR SHOWER O 1 BILCO C-DOOR 1 , w/ EXTENSION m 14'-0" TW3046 i -^ � TW3046 in� ll�.�)irfl ,,10 0 2'6' Fm FTIM 1 11 . 2 1-3 4X16 M ER_ p; N i 2 BATH N u I H EXiI.)OINT- 1 CD E -- — ---- ---..---- '- - { i j I INT. SOUTH ELEVATION CD 2'-6" � L � 1C1AL).r.`_._.__.._. ____.—._L..__ ,I ____ I -. z v l L.. ; -, . I ILL- _ -�I _ w}k: uj 5'—1 9'—21/2 I _ _ ' 'I 4 i _ I — --- i O - 1 t--- ; , I t j I ■ - ^I ------ O 1 ■ I FLUSH , 'I _jC -- I P �\ I ; ; HEARTH !---; _- �-_� _3 PAVILION _, ---1.____ x 00 O —Ij its ------J^ - I --`CATHEDRAL CEILING i `T 00 --- in POOL HOUSE RAI p (-- r ! 1-- i ._ w J /� HEA Ti-V - ul E?�,P.JOIN �- S --,-Y-- i-`f--'- I — ---- I --�'r._../,.i 3 < f ( _ !�_-.�._._ �� _---- --_ �I •c M {TYPICAL) (0 Lo , !J - I I IIF DINT INT. WEST ELEVATION O 3 x 14'-33/4" — LYRICAL) Fz (2)9-1/2 ML w/3/4'5TEEL PLT. R. 9-1 ML w 3/4"STEEL PLT.HDR. O r1-3/4X16 ML GIRDER G44-310 6/8 LT.2VP�( AT H jvIOUS ).. , I - i i X44 3/QX /8 9LT�2 P. (MATH f�091SE) SLAB UNDER BWESTONE TO BE 4"THICK,3Mpsi 1 I yv/COUNFRY$1)E#55;CC ST(ORNrDO R 1 f w/4C}UIV�RYSil9E�# 5 CDCSTORM DO(�71Z I I � - 1 � - CONCRETE ON COMPACTED FILL.REINFORCE ' I " \ I ) i�' _ I " II SLAB w/WMM(TYPICAL).INSTALL 1/2"EXPANSION 1 ' _�j01/2 - I I w 14 -3P i y- ,, r ftp I ) JOINT MATERIAL WHERE SLAB MEETS ADJOINING 1130'-0"1 I _. I WALLS,FIREPLACE AND COLUMN PIERS INSTALL s a a r CONTROL JOINT IN CENTER AS SHOWN F7 F-1 F`21 s J 14x d FC,C.{uN/LN �\_ !� ! COVERED PORCH — I ' __ / X6 AA�Q OST r I ': {( _ _ ? -- r + _�� r �1 1 J 6 AC P05TEl ED E:1 El Q� -- f 1 (4)1,3/41(1 1Y�L�tRDFR _L_ --- INT. EAST ELEVATION ! O 30'-0" 1).PLATE HEIGHT AT 8'-0".FLOOR FLUSH WITH TOP OF CONCRETE WALL; 7).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE WALL FRAMING TO$E BUILT OVER STEM WALL.WALL SHOE PLATE TO BE APPLICABLE.PROVIDE DEPM-PROTECTION PANELS WITH FASTENING •r1 < >_ 2X6 ACQ OVER TERMITE SHIELD AND SILL SEAL, HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. � Z + : 2).PROVIDE 5/8"DIA.ANCHOR BOLTS AT T-0"O.C.AND W/I P-0"OF CORNERS, 8).COPPER DRIPCAP OVER OPENING TRIM(TYPICAL). z INTERSECTIONS AND SPLICED JOINTS.ANCHOR BOLTS ARE TO HAVE A Q W_ IST. FLOOR PMINIMUM 7"1MBEDMENT INTO THE CONCRETE.EACH ANCHOR BOLT ARE 9).INSULATE ALL EXTERIOR AND INTERIOR WALLS.2X6 WALLS AT R19 M TO BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT. AND 2X4 WALLS AT R13. .�. Io 0 SCALEi . 1/4" = �I 3).EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16"fl_C.. 10).INSULATE CEILINGS WITH R30 INSULATION. 4).EXTERIOR SHEATHING TO BE 1/2"THICK FIR CDX PLYWOOD. 11).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 5/8"SHEET ROCK. I BATHROOM TO BE MOISTURE RESISTANT GYPSUM. � S 5). DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE.PROVIDE BLOCKING AT 8'-0"O.C_AND MIDSPAN. 12).PROVIDE SMOKE AND Co DETECTORS PER CODE. PROJECT NORTH INT. SOUTH BATH ELEV. u E 6).PROVIDE 3-2X10 DF#2 HEADERS OVER ALL OPENINGS UNLESS 13).STONE PAVERS,AS SELECTED BY OWNERS,TO BE INSTALLED OF CRUSHED OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK STUDS RCA BASE ON COMPACTED SOIL(TYP.) l/ N ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH SIDE FOR MICROLAMHEADERS. ' >,"';s u'""-• DRAWN. MH!M5 SCALE: 1/4"=1'-0" JOB#: 14 March 12,2012 , I SHEET NUMBER: PAINTER TO PRIME AND PAINT ALL DDDR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT Of ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK.CONTRACTOR SHALL VERIFYf ALL GENERAL CONTRALTO TO R COORDINATE MEETING WITH Dl11NER5 FOR APPROVAL OF ALL GENERAL MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT'PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ER L CONTRACTOR SHALL BE RESPON51EjLE FDR ALLPEGTIONS ROUGH ELECTRIC,PLUMBING,ANDµVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL P.4' F MOK RS, REVISIONS A 2XIQ RR ta.16"OC C 12 12 12 B C H 12 1-3/4+X44 ML RIDGE f zl� C H m 12 N E Z E Y y Ln 0:) zt c u -:E*- 12V m 12 U 5,-7 2XIO RP ta.16"OC Ir i If 11 z 1). INSTALL 2X6 DF#2 COLLAR TIES AT 48"O.C.. L 2).ALL PLATES SHALL BE BOLTED TO RAFTERS WITH 1/2"DIA.GALVINIZED c LAG SCREWS WITH WASHERS AT EACH RAFTER. 12 3).APPLY 112"THICK FIR CDX SHEATHING OVER ROOF FRAME. 4).APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND DIRECTLY TO THE DECK ALONG EAVES. 5).USE 30#FELT UNDERLAYMENT WITH ASPHALT ROOFING.IN AREAS W/ 4:12 OR LESS ROOF PITCH USE ICE&WATER BARRIER UNDERLAYMENT. 6).ICE&WATER BARRIER TO BE USED IN ALL VALUES AND INTERSECTIONS WITH ROOF AND SIDE WALLS(TYPICAL)- 7).DO NOT INSTALL UNDERLAYMENT ON WET/DAMP PLYWOOD!!!SHEATHING MUST BE DRY AND CLEAN PRIOR TO INSTALLING UNDERLAYMENT. UNDERLAYMENT IS NOT TO BE LEFT EXPOSED TO ELEMENTS AT END OF THE WORK DAY.COVER WITH HEAVY-DUTY TARP UNTIL ALL ROOFING IS COMPLETE. 8).INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN INSTRUCTIONS. ROOF PLAN USE GALVANIZED(ZINC COATED)ROOFING NAILS,11-12 GAUGE WITH AT E PROJECT NORTH LEAST 3/9"DIA.HEADS,LONG ENOUGH TO PENETRATE THROUGH PLYWOOD. USE 6 NAILS PEP SHINGLE.NAILS APE TO BE FLUSH WITH SHINGLES BUT NOT GENERAL: SCALE: 1/4" V @N CUTTING INTO SHINGLE SURFACE. DRY WELLS MUST NOT BE USED WHERE THERE INSTALLATION WOULD CREATE A SIGNIFICANT RISK FOR BASEMENT SEEPAGE OR FLOODING,CAUSE SURFICIAL FLOODING OF GROUNDWATER,OR INTERFERE WITH THE OPERATION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS AND OTHER SUBSURFACE STRUCTURES. DRY WELLS MUST 13ELOCATED AND CONFIGURED WHERE THEIR CONSTRUCTION WILL NOT COMPACT THE SOILS BELOW THE DRY WELL.FINALLY,A DRY WELL STORM WATER MANAGEMENT DETAILS Vl SHOULD BE PROTECTED BY EASEMENT,DEED RESTRICTION,ORDINANCE,OR OTHER I LEGAL MEASURES THAT PREVENT ITS NEGLECT,ADVERSE ALTERATION,AND REMOVAL. THE BOTTOM OF THE DRY WELL MUST HE AT LEAST 2 FEET ABOVE SEASONAL HIGH N.T.S. WATER TABLE OR BEDROCK AND BE AS LEVEL AS POSSIBLE TO UNIVOWALS DISTRIBUTE RUNOFF INFILTRATION OVER SUBGRADE SOILS. GU ERS DOWNSPOUTS DRAIN PIP CONSTRUCTION: FOR DRY WELLS,PROTECTION OF THE SUBGRADE SOILS FROM COMPACTION BY GUTTER SIZE ROOF AREA ROOF AREA DIAMETER OF ROOF AREA ROOF AREA DRAIN PIPE I/B'SLOPE GPM 1/4"SLOPE GPM CONSTRUCTION EQUIPMENT AND CONTAMINATION AND CLOGGING ARE VITAL. (INCH) @ 1/16'SLOPE 1/8"SLOPE LEADER(IN) SQ.FT. GPM DIAMETER PRIOR TO ITS CONSTRUCTION,THE AREA TO BE USED FOR THE DRY WELL SHOULD BE < >_ 3 340 4913 2 1029 46 3 1644 68 2�20 96 CORDONED OFF TO PREVENT CONSTRUCTION EQUIPMENT AND STOCKPILED MATERIALS 0 Z ,RADE SOILS.DURING DRY WELL CONSTRUCTION, 4 720 1020 2-1/2 1974 82 4 3760 156 5300 220 FROM COMPACTING THE SUBGRADE PRECAUTIONS SHOULD BE TAKEN TO PREVENT BOTH SUBGRADE SOIL COMPACTION AND SEDIMENT CONTAMINATION.ALL EXCAVATION SHOULD BE PERFORMED WITH THE 5 1250 1760 3 3220 134 5 6680 278 9440 392 z LIGHTEST PRACTICAL EXCAVATION EQUIPMENT.ALL EXCAVATION EQUIPMENT SHOULD OGEE GUTTER-STANDARD I. 192D 2720 4 6 BB 6 10700 444 1 15100 629 z BE PLACED OUTSIDE THE LIMITS Of THE DRY WELL NOTES: TO HELP PREVENT SUBGRADE 'CLOGGING V SEDIMENT. DRY WELL CONSTRUCTION SHOULD RE DELAYED UNTIL ALL OTHER CONSTRUCTION 1).EXECUTION: SHOULD BE DELAYED UNTIL ALL OTHER CONSTRUCTION AREAS THAT MAY 4 A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE(BEEN PROPERLY PREPARED. Lp 0 TEMPORARILY OR PERMANENTLY DRAIN TO THE DRY WELL ARE STABILIZED.THIS DELAYED CONSTRUCTION EMPHASIS THE NEED,AS DESCRIBED ABOVE,TO CORDON 2).PREPARATION: OFF THE DRY WELL AREA(S)TO PREVENT COMPACTION BY CONSTRUCTION EQUIPMENT A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. AND MATERIAL STORAGE DURING OTHER SITE CONSTRUCTION ACTIVITIES.SIMILARLY, 81. PREPARE SURFACES USING METHODS RECOMMENDED BYr THE MANUFACTURE FOR ROOF AREA: 1312 SQ. FT. USE OF THE DRY WELL AS A SEDIMENT BASIN IS STRONGLY DISCOURAGED.WHERE ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDMONS, UNAVOIDABLE,EXCAVATION FOR THE SEDIMENT BASIN SHOULD BE A MINIMUM OF C). PAINT CONCEALED METAL SURFACES AND SURFACES IN ICONTACT WITH DISSIMILAR 2 FEET ABOVE THE FINAL DESIGN ELEVATION OF THE DRY WELL BOTTOM. METALS V/rrH PROTECTIVE BACKING PAINT. ACCUMULATED SEDIMENT CAN THEN BE REMOVED WITHOUT DISTURBING THE AT 100% WATER RUNOFF: 220 CU. FT. to SUBGRADE SOILS AT THE DRY WELL BOTTOM,WHICH SHOULD BE ESTABLISHED ONLY 3.INSTALLATION: AFTER CONSTRUCTION WITHIN THE DRY WELLS DRAINAGE ARE IS COMPLETED AND A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. DRAINAGE AREA STABILIZED. 1).GLITTER TO BE PITCHED TOWARDS LEADER 1-70 2-FIDR EVERY 40`OF RUN. IF DRY WELL CONSTRUCTION CANNOT BE DELAYED UNTIL ITS DRAINAGE AREA IS DRY WELLS TO BE 10'MIN. 2),SHEET METAL 30IN LENGTHS WITH WATERTIGHT JOINTS. STABILIZED,DIVERSION PIPING OR OTHER SUITABLE MEASURES SHOULD BE a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND INSTALLED DURING ALL PHASES OF CONSTRUCTION TO DIVERT ALL RUNOFF AND AWAY FROM HOUSE ACCESSORIES. SEDIMENT AWAY FROM THE DRY WELL THESE DIVERSION MEASURES SHOULD NOT 6).ALUMINUM:RIVET AND CAULK WITH A BUTYL SEALANT SUP JOINT BE REMOVED UNTIL ALL CONSTRUCTION WITHIN THE DRY WELL'S DRAINAGE AREA CONNECTORS. PROVIDE (1) 8' DIA. X 6' DEEP DRYWELLSDRAWN: MH ms IS COMPLETED AND THE DRAINAGE AREA STABILIZED. 0 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL STONE FILL AGGREGATE SHOULD BE PLACED IN LIFTS AND COMPACTED USING PLATE p O 0 CONNECTION WATERTIGHT. SCALE: 1/4'=I'-O" COMPACTORS.A MAXIMUM LOOSE LIFT THICKNESS OF 12 INCHES IS RECOMMENDED- 4).PROTECTION: JOB#: PRETREATMENT: A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. AS WITH ALL OTHER BEST MANAGEMENT PRACTICES,PRETREATMENT CAN EXTEND THE B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL March 12,2012 FUNCTIONAL LIFE OF A DRY WELL WHILE GENERALLY NOT A SIGNIFICANT SOURCE Of COMPLETION. SHEET NUMBER:RUNOFF POLLUTION,ROOFS CAN NEVERTHELESS BE THE SOURCE Of PARTICULATES AND DRYW ELLS CAPACITY: 253.5 CU. FT. ORGANIC MATTER AND,DURING SITE CONSTRUCTION,SEDIMENT AND DEBRIS. THEREFORE,ROOF GUTTER GUARDS AND J OR SUMPS OR TRAPS(EQUIPPED WITH CLEAN-OUTS)IN CONDUITS TO A DRY WELL SHOULD BE INCLUDED WHEP EVER PRACTICAL TO MINIMIZE THE AMOUNT OF SEDIMENT AND OTHER PARTICULATES THAT CAN ENTER THE DRY WELL EN7 INsf-5-_71ON PAINTER TO PRIME AND PAINT ALL DOOR EDGESCONTRACTORTO MAINTAIN C ,SHALL NOTIFY ARCHITECT Of ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR 70 COORDINATE MEETING 1111TH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL 15FE RFSPOI4911BLF FOR ALI.BUJLIDJ14G DEPARTTI 5 A-6 MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. I DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUAInON OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SWEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIvINr.FINAL PAYMENT FROM OWNERS, REVISIONS O I e •o N � 0 1-3/4X14 ML RIDGE a •a 2XI0 RR o @16"OC e a - — 2X8 CJ @16'OC ° ° 1-3/4XI4 - i e, ML RIDGE •e Q EE ED Q, j e •o _ 00 - •e 0 N O •4 d-. �+ tv�j ® ® ® ® a I U , I I% C14 -- - - — 4"SUBFLOOR a ' e, w �" (2)I-3/4X16 I — - - — 11-7/8"TJ1360 WOOD-1 e' e .o� •p ML GIRDER �] O FJ @16"OC 4.` u z •I 4 4 �G •o t 1 t l � � U r 0 • t t t t � � .e a� 14X14 F o o ; ; COLUMN t t t t 00 4 t t t t 6X6 ACQ t t t ' 4t i �-��-z--z-.-r-j POST t � 2X6 ACQ PLATE TERMITE SHIELD 4 e � 4 e-• 4 SILL SEAL 3/4"SUBFLOOR b° b•e b BLUE STONE Q•• �+ 4 'a•.O4•4 Q+•e4.6�bOa:•O4.6 u CONCRETE BASE O11-7/8"TJ136O WOOD-1 S VERT.REBARFJ @16-OC (4) •� �p - Q •. O o a 4 �'• I W 10"PC WALL 's� a A-6Q e ® d e d o W DAMPPROOF - e . .' a . . o .. o ��;.• p o.+ x 4 e °•.4 d a•.4 A4 4 6 24"X24"X12" O .- CONIC.FTG. O O 2X4(ON FLAT) 4 ° 0. 4 b•e . m•e . b• STUD WALL � 4 4 4 � W .- b•a !J1•e b•. SECTION B-B a;• 3/4"SUBFLOOR OVER a .46 n .4 A'4 .46 SCALE; 114 = 1 Q �- 1X4 ACQ SLEEPERS I6"OC p .' p p ss s - - - - 'o e o •oe• : 4"CONC.SLAB(WITH RADIANT HEAT) ♦y •o•, '°'e= y •�+'�� d Q 24"X12"CONC.FTG. 2"RIO DOW BOARD INSULATION F- (3)#5 REBAR W con 5/4X6 CEDAR3"0 ROOF VENT CAP ;I ij •' 3 Cly 1X3 CEDAR TRIM �'If fi .f�. ''%•'~�i 1114 1112 3 O 4X4 ACQ POST LAV. IN.0 2X4 HOR. 4. '' �.� ?� } it t' 1114 3 . BRACING !r ••1 Q 6� nr,� IX6TG&VJ -0 r.{ O z k`ij I CEDAR SDG. C.O.�f— !I BjENCH 1� ;r Q LLI 11A 1112 '5— R 2X4 ;I f LIX4 CEDAR LAV. w� N 1@16"OC ' J IM FAL O Ij 1t - + 5/42L, E KING 2X4 ACQ 4@16110C CROSS SECTION 3 I .!u j- .11j:i ,Ln1_=1j t--�•-y "�' ., jl�+�!?�..It!�II�!ji �-III�I: C.O. _ y r COMPACTED STONE SASE SCALE: 1/2" = F-0`1 (DRAINAGE AS REQ.BY CODE) HOUSE z� 3'-0" TRAP 8j$ x s� DRAWN: MH/MS 8"DIA SLOPE" 1/4"PER FOOT PITC CONC. ra' SCALE: 1/4"=1'-0" 1 PIER JOB#: PLUMBING SCH March 12,2012 SHEET NUMBER: N. 1T.S. PAINTER TO PRIME AND PRINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR 54iALt NOTIFY ARCHITECT Of ANY DISCREPANCIES BETWEEN 741E DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL RE4lSE5'f CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR 54iALt VERIFY ALL GENERAL GGNTRAGT T DR O COORDINATE MEETING WI-TK O:�UNERS FOR APPROVAL OF ALL GENERAL GONTRAGTOR SK A�8 ALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT 1NSPEGTYON6 MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING=,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C o4'0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS.