Loading...
HomeMy WebLinkAboutHeart of Love Lane LAW OFFICES WICKHAM, BRESSLER& GEASA, P.C. 13015 MAIN ROAD, P.O.BOX 1424 MATTITUCK,LONG ISLAND ERIC J.BRESSLER NEW YORK 11952 WILLIAM WICKHAM(06-02) ABIGAIL,A. WICKHAM JANET GEASA 631-298-8353 TELEFAX NO.631-298-8565 July 23, 2024 Attn: Heather Lanza, Director Town of Southold Planning Department Southold Town Hall 53095 Main Road—P.O. Box 1179 Southold, New York 11971 Re: Heart of Love Lane Project Application for Transfer of Sanitary Flow Credits Owner: Hard Corner Partners, LLC Premises: 245 Love Lane, Mattituck, NY 11952; 1000-141-4-6.2 Dear Ms. Lanza: I have enclosed our client's application for transfer of sanitary flow credits as follows: 1. Application Form with Narrative/Project Development Summary; 2. Transactional Disclosure form signed by applicant; 3. Transactional Disclosure form signed by agent; 4. Applicant Authorization form; 5. Short Form EAF; 6. N.J. Mazzaferro P.E. Letter dated June 11, 2024 summarizing sanitary calculations (two copies); 7. Proposed Plans prepared by Nastasi Architects dated June 4, 2024 (two sets); 8. Copy of H2M Sanitary Plan Upgrades approved by SCDHS; and 9. Copy of Notice to adjacent property owners with proof of mailing. Please review for submission to the Town Board and advise if additional information is required. Thank you for your consideration of this application. Very t y yours gai A. Wickham .4A 1471dc EncL Rell,-hvILoveLoi,el,5f'CII,trAI)plicationPIcii7iii;igBcl. 7-23-24 SANITARY FLOW CREDIT TRANSFER 0 APPLICATION FORM APPLICATION NAME: Heart of Love Lane (Name under which application shall be known) SUFFOLK COUNTY TAX MAP NO.: 1000-141-4-6.2 A. SUBMISSION INFORMATION: Application is hereby made to the Southold Town Board for the transfer of a sanitary flow credit pursuant to Chapter 117 of the Town Code. B. GENERAL INFORMATION: 1. Name of Applicant(s): Hard Corner Partners, LLC Address: P.O. Box 1295, Cutchogue,NY 11935 Phone:323-333-3404 E-mail : nfps@me.com 2. Is the applicant a corporation or partnership? Yes No X If yes, provide the information below for the responsible officer: Name: Title Address (if different than applicant above): Phone: E-mail 3. Name of Property Owner: Hard Corner Partners, LLC Address: P.O. Box 1295, Cutchogue, NY 11935 Phone:323-333-3404 E-mail : nfps@me.com 4. Name of Agent authorized to represent the applicant: Abigail A. Wickham, Esq., Agent_ Address: P.O. Box 1424, Mattituck, NY 11952 Phone:631-298-83 5 3 E-mail : awickham@wbglawyers.com Sanitary Flow Credit Transfer Application Form C. SITE/PROJECT DATA: Address of Property: 245 Love Lane, Mattituck, NY 11952 Zoning District(s):HB Lot area: 34,169 sq; .784asq.ft. or acres School District: Mattituck—Cutchogue Existing Building Area: 17,447 sf sq.ft. Existing Lot Coverage: 20 % Proposed Building Area (amount of additional sq. ft. of floor area): None sq.ft. Proposed Lot Coverage: 20% % Proposed Development Summary - Attach a separate narrative to include the following: • Objective of the developer or project sponsor • Design concept, and reason for the proposed design • If the proposal is for community/affordable housing then explain if the units will be rental, ownership, or a mixture of both. ® If the proposal is for the expansion of an existing business,then explain the business type. D. Number of credits requested: 7 (Minimum: one tenth(0.1)of a credit. One credit=300 gallons/day sanitary flow.) E. Required Attachments: 1. X Proposed Development Summary as described in item C. above. 2. X NY State Environmental Quality Review(SEAR) Short Environmental Assessment Form (SEAF) [Note: Not necessary where Planning Board approval is also required.) 3. X Applicant Transactional Disclosure Form 4. X Owner's Authorization (if applicable) 5. X Proof of Mailing(see attached NOTICE TO ADJACENT PROPERTY OWNERS below) F. I hereby depose and certify that all of the above statements of information, and all statements and information contained in the support* , doe ents"ridfilfawings attached hereto are true and correct Hard Hard Co a S, APPLICANT'S SIGNATURE By: Charles V. Salice, Manager Print Name CIO-/11 �I- (-C —Date:— Page 2 of 5 Proposed Development Summary Narrative Hard Comer Partners, LLC Application for Seven Additional Sanitary Flow Credits 245 Love Lane (Formerly 50 Pike Street), Mattituck, NY 11952 1000-141-4-6.2 (Formerly 6.1, 2 and 3) July 23, 2024 The applicant has secured Site Plan Approval and Health Department approval for the renovation and repurposing of the former North Fork Bank/Capital One building located at the center of the Love Lane business area. The current approval is for a mixed use building containing a 56 seat restaurant, several dry retail stores, and one Affordable Housing Apartment Unit. The approvals include the transfer of 1.6 units of sanitary flow credits. The applicant has determined that a revision of the plans to much larger residential component, consisting of twelve affordable housing units, and a reduction in the commercial uses to two dry retail spaces and a small caf6, is desirable. This revised plan can be accommodated with the sanitary system currently approved by the Health Department, and without expansion of the existing footprint of the building. In order to accommodate the additional affordable apartments, the applicant would like to acquire an additional seven (7) sanitary credits. Application will be made to the Suffolk County Department of Health Services for revised approval of the water supply, which is furnished by public water through Suffolk County Water Authority, and the sanitary system, which is being upgraded to current standards from the existing system. The property is located in the Hamlet Business zone, virtually at the center of the Mattituck Halo area. Since the project is a repurposing of a well known, large existing and outdated building, the revitalization of the building is important to the community and to the Love Lane district. There are no sensitive wetlands or vegetated environmental issues as no wetlands are nearby and the property is already fully developed. The plan is in keeping with the Love Lane area purpose and atmosphere, as well as the goals and guidelines for location of affordable housing. A summary of the septic system analysis for the proposed project is set forth in the attached letter dated June 11, 2024 from NJ Mazzaferro, PE attached to this application. In order to accommodate the additional affordable apartments, additional sanitary flow credits are needed to meet the Suffolk County Dept. of Health requirements for the sanitary system and super-offset computations. This transfer would not have a significant effect on the number of remaining Mattituck-based credits, which were banked as a result of preservation of many sensitive properties in the Mattituck Embayment Area. This project is in the center of that map, in an area that is significantly less envirom-nentally sensitive than those preserved areas. 1 Therefore, it is an appropriate candidate for such a transfer and is in conformity with the goals of the transfer program for the following reasons: a. The proposed transfer will not significantly increase development, as the building already exists, and housed a large number of employees for many years. While the uses proposed will generate a need for additional sanitary flow, that use is desirable for and compatible with the community nature of the Love Lane district. b. The district contains adequate parks, public facilities, and fire protection. Water supply and waste disposal will be thoroughly addressed by the Health Department. c. The redevelopment is compatible with good environmental planning by allowing re-use of an antiquated building, rather than new construction on raw land. d. The plan is compatible with the goals of the draft comprehensive plan and the Mattituck stakeholder goals, is in the epicenter of the Mattituck Hamlet Center, and is otherwise permitted by applicable zoning. The project is an Eligible Project under Town Code Section 117-3 because it is located in a receiving distribution which permits the proposed uses. Accordingly the applicant respectfully requests a transfer of seven (7) sanitary credits for use in connection with this project. 2 Sanitary Flow Credit Transfer Application Form Applicant Transactional Disclosure Form The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees. 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. 1. Your Name: v,k-c--, VM -71�va I-LL. Last, First,middle initial I 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. 2. Nature of Application: Sanitary Flow Credit 3. 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 N Ok If you answered"Yes"complete the balance of this form and date and sign where indicated, 4. Name of the person employed by the Town of Southold 5. Title or position of that person 6. Describe the relationship between yourself(the applicant)and the town officer or employee. Check the appropriate line A through E. 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 noncorporate entity(when the applicant is not a corporation); C. an officer,director,partner or employee of the applicant;or D. the actual applicant;or E. none of the above-please describe the relationship in the space below: Submitted this day of 120 Signature Print Name Ulieqkl Page 4 of 5 AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and emplovees.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. YOUR NAME : I all - (Last name,first naine,middle initial,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.) TYPE OF APPLICATION: (Check all that apply) Tax grievance Building Permit Variance Trustee Permit Change of Zone Coastal Erosion Approval of Plat Mooring Other(activity) "Manning Do you personally(or through our 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 that 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) Q an officer,director,partner,or employee of the applicant;or D)the actual applicant DESCRIPTION OF RELATIONSHIP I- I rd __.— Submitted this day of '20 Signature Print Name Sanitary Flow Credits Transfer Application to the Town Board of the Town of Southold AUTHORIZATION (Where the Applicant is not the Owner) 1, CHARLES V. SALICE, residing at 2315 Pine Tree Road, Cutchogue, New York 11935, do hereby authorize or Abigail A. Wickham or a Member of the firm of Wickham, Bressler, & Geasa, P.C. , to act as my Agent, to apply for the Transfer of Sanitary Flow Credits and other relief on my behalf from t e Town Board of the Town of Southold. Hard Corner Pail By: rles V. Sa6 e (Owner's Signature) ` Dated: July 19, 2024 Short Environmental Assessment Form Part I -Project Information Instructions for Completing Part I—Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part I based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1.You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part I—Project and Sponsor Information Name of Action or Project: Heart of Love Lane Project Location(describe,and attach a location map): 245 Love Lane/50 Pike Street,SIW Corner Love Lane,Mattituck,NY 11952 1000-141-4-6.2(formerly 6.1,2 and 3). Brief Description of Proposed Action: Application to Southold Town Board for transfer of seven(7)sanitary credits in connection with proposed renovation of existing office building to mixed use: 12 affordable apartments,dry retail,and limited seating cafe/retail. Name of Applicant or Sponsor: Telephone: 1-323-333-3404 Hard Corner Partners,LLC E-Mail: awickham@wbglawyers.com Address: PO Box 1295 City/PO: State: Zip Code: Cutchogue INY 111935 1. Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, NO YES administrative rule,or regulation? If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that Fv-/] 1-1 may be affected in the municipality and proceed to Part 2. If no, continue to question 2. 2. Does the proposed action require a permit,approval or funding from any other government Agency? NO YES If Yes,list agency(s)name and permit or approval:Southold:Town Bd Sanitary Credit,Building Dept.Permit' SCDept Health Services:Water Supply/Sanitary System amended FEE z- 3. a.Total acreage of the site of the proposed action? .78 acres b.Total acreage to be physically disturbed? .78 acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? .78 acres 4. Check all land uses that occur on,are adjoining or near the proposed action: 5. El Urban F-1 Rural(non-agriculture) F-1 Industrial Z Commercial 91 Residential (suburban) El Forest Fj Agriculture F-� Aquatic F-1 Other(Specify): Municipal parking,LIRR station ❑Parkland Page I of 3 SEAF 2019 5. Is the proposed action, NO YES N/A a. A permitted use under the zoning regulations? F-1 Fv-(] E1_ b. Consistent with the adopted comprehensive plan? F-1 F-1 Z NO YES G. Is the proposed action consistent with the predominant character of the existing built or natural landscape? F-1 F71 7. Is the site of the proposed action located in,or does it adjoin, a state listed Critical Environmental Area? NO YES If Yes,identify: FV4 F-1 NO YES 8. a. Will the proposed action result in a substantial increase in traffic above present levels? Fy-(] F-1- b. Are public transportation services available at or near the site of the proposed action? F-1 Z- c. Are any pedestrian accommodations or bicycle routes available on or near the site of the proposed 0 Fv-(] action? 9. Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies: F-1 1-1 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: 11. Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: FZI F-1 Plan is to install a new Suffolk Co. Dept of Health Services-approved OWTS Sanitary system-see plans attached,H2M 4-22-2022 12. a.Does the project site contain,or is it substantially contiguous to,a building,archaeological site,or district NO YES which is listed on the National or State Register of Historic Places,or that has been determined by the Commissioner of the NYS Office of Parks,Recreation and Historic Preservation to be eligible for listing on the Z 0- State Register of Historic Places? b.Is the project site,or any portion of it, located in or adjacent to an area designated as sensitive for ❑ archaeological sites on the NY State Historic Preservation Office(SHPO)archaeological site inventory? 13. a. Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal, state or local agency? 77 F-1 b. Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? Fv-71 F1 If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: Page 2 of 3 14. Identify the typical habitat types that occur on,or are likely to be found on the project site.Check all that apply: ❑Shoreline ❑ Forest ❑Agricultural/grasslands ❑ Early mid-successional F_lWetland g] Urban ❑ Suburban 15. Does the site of the proposed action contain any species of animal,or associated habitats, listed by the State or NO YES Federal government as threatened or endangered? ❑71 ❑ 16. Is the project site located in the I 00-year flood plan? NO YES ❑✓ ❑ 17. Will the proposed action create storm water discharge,either from point or non-point sources? NO YES If Yes, ❑ ❑ a. Will storm water discharges flow to adjacent properties? ❑ ❑ b. Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? ❑ ❑ If Yes,briefly describe: Catch basins in parking area 18. Does the proposed action include construction or other activities that would result in the impoundment of water NO YES or other liquids(e.g., retention pond,waste lagoon,dam)? If Yes,explain the purpose and size of the impoundment: W] ❑ 19. Has the site of the proposed action or an adjoining property been the location of an active or closed solid waste NO YES management facility? If Yes,describe: Fv(] F 20.Has the site of the proposed action or an adjoining property been the subject of rernediation(ongoing or NO YES completed) for hazardous waste? If Yes,describe: Fy/1 F-1 I CERTIFY THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor I Hard Copjar Pa ers LLC b Charles V.Salice Date:JulO,2024 Signature: Title:Manager PRINT FORM Page 3 of 3 N. J. MAZZAFERRO.) P.E. PO Box 57, Greenport, N.Y. 11944 Phone - 516-457-5596 nickniazzaferro@verizon.net Consulting Engineer Design, Construction, Inspection June 11, 2024 Hard Corner Properties, LLC 320 Love Lane Mattituck NY 11952 SCTM— 1000-141.4-6.2 Reference - Mixed Use Design—nastasi architects 6-4-24 Summary — Septic System Analysis There is a mixed used design for this property that was initially submitted to SCDOH in 2021. The proposed Septic System was approved by SCDOH on 4/4/22 (Reference Number C-21-0045). The approved system supports a full service restaurant, dry retail and a one bedroom apartment. The proposed design was analyzed for the Septic System Daily Load. The design density and kitchen/gray load were considered. (See Attached Chart) The proposed revision (by nastasi architects dated 6-4-24) will result in the following design sewage flow rate for full build out without restrictions: Total Hydraulic Load = 1,821.20 GPD Total Gray Load = 143.30 GPD Total Density Load = 1,677.90 GPD If the basement storage areas are restricted by deed the design flow may be reduced. Assuming a 100% reduction: Total Hydraulic Load = 1,725.40 GPD Total Gray Load = 143.30 GPD Total Density Load = 1,5 82.10 GPD The proposed revision will require the SCDOH approved volume level (Density Flow Rate) for septic processing to be increased. The approved infrastructure design already includes all the elements necessary for the uses, the size of the elements will not need to be altered to handle the updated Design Flow Rates. The summary details septic requirements for the revised uses. Flow Analysis— SCDOH Standards: (See Attached Chart) Original Approved Site Sanitary Flow with Transfer Credits—Density 950 GPD SCDOH - Original Project Approval — 8/4/21 - Total Design Flow= 1910 GDP Includes - Density = 940 GPD, Kitchen/Gray = 970 GPD, The proposed revision (by nastasi architects dated 6-4-24) will result in the following design sewage flow rate for full build out without restrictions: Total Hydraulic Load = 1,821 GPD (Total Gray Load = 143 GPD and Total Density Load = 1,667 GPD) If the basement storage areas are restricted by deed the density flow may be reduced. Assuming a 100% reduction: Total Hydraulic Load = 1,725 GPD (Total Gray Load = 143 GPD and Total Density Load = 1,582 GPD) It is noted that: I - This is a basic analysis and the proposed uses do not have an approved final design. 2 —The proposed concept requires increasing the current SCDOH approved Density Flow Rate. (Using 950 GPD - exceeds by 67%) 3 —The SCDOH approved design for the new system contains all the infrastructure elements necessary to meet the proposed uses. 4—From an engineering standpoint; the approved septic system can be slightly modified to properly size the greatly reduced Kitchen/Gray Load. The same elements will be used including the precast concrete septic tank and leaching field. The size of the grease trap can be reduced. The locations for the system installation previously shown on the approved site plan continue to be used. From the technical perspective, the current approved system design has a processing capacity of 3,825 gpd. If the additional density flow of 632 gallons per day was granted, the build out would include— 12 apartments (8 under 450sf, 4 under 600st) 2 dry retail uses at approximately 1975 sf, and 1 wet retail use at 1195 sf. The septic system for this build-out would be based upon the existing approved system design and location. The revised system would still use a 12' diameter precast concrete septic tank and gallery leaching field with a properly sized grease trap. Nicholas J. Mazzaferro, P.E. Love Lane-Septic Matrix-6-11-24 SCTM 1000-141.-4-6.2 SEPTIC LOAD RATE per SF or UNIT DAILY LOAD TOTAL LOAD BuildingFtoor SgFt/Units UNIT TYPE Density gpd Kit/Graygpd Density GDP HydraGPD HydrauticGPD Comments Base-Building Storage-1-6,9-10 1,000 Public Storage 0 0 - Flow elimanted wlCovenant in deed. Base-Building Storage-7 140 Public Storage 0 0 - Flow elimanted wlCovenant in deed. Base-Building Storage-8 120 Public Storage 0 0 - Flow elimanted wlCovenant in deed. Base-Storage Closet-1 98 Public Storage 0 0 - Basic Storage Only Base-Storage Closet-2 70 Public Storage 0 0 - Basic Storage Only Base-Commerical Storage-1 1,310 Public Storage 0.04 0 52.40 52.40 Flow elimanted wlCovenant in deed. Base-Commerical Storage-2 555 Public Storage 0.04 0 22.20 22.20 Flow elimanted w/Covenant in deed. Base-Commerical Storage-3 530 Public Storage 0.04 0 21.20 21.20 Flow elimanted wlCovenant in deed. Mechanical-Electrical Room 1,000 Operation 0 0 - - Equipment Only-No Flow First Floor Apt-101 1 House Unit<450 110 0 110.00 110.00 Apartment-Less than 450 sf-I Bed Max First Floor Apt-102 1 House Unit<450 110 0 110.00 110.00 Apartment-Less than 450 sf-I Bed Max First Floor Apt-103 1 House Unit<450 110 0 110.00 110.00 Apartment-Less than 450 sf-I Bed Max First Floor Apt-104 1 House Unit<600 150 0 150.00 150.00 Apartment-Less than 450 sf-I Bed Max First Floor Apt-105 1 House Unit<450 110 0 110.00 110.00 Apartment-Less than 450 sf-I Bed Max First Floor Dry Retail-1 1,195 Wet Stare-16 0.03 0.12 35.85 143.40 179.25 Wet Store with Food-Deli<16 Seats First Floor Dry Retail-2 675 Dry Store 0.03 0 20.25 - 20.25 Dry Store-Retail-No Food or Kitchen First Floor Dry Retail-3 1,300 Dry Store 0.03 0 39.00 39.00 Dry Store-Retail-No Food or Kitchen First Floor Laundry 115 Laundry 0.03 0 3.45 3.45 Resident Laundry Area Second Floor Apt-201 1 House Unit<450 110 0 110.00 110.00 Apartment-Less than 450 sf-I Bed Max Second Floor Apt-202 1 House Unit<450 110 0 110.00 110.00 Apartment-Less than 450 sf-I Bed Max Second Floor Apt-203 1 House Unit<450 110 0 110.00 110.00 Apartment-Less than 450 sf-I Bed Max Second Floor Apt-204 1 House Unit<600 150 0 150.00 150.00 Apartment-Less than 450 sf-I Bed Max Second Floor Apt-205 1 House Unit<450 110 0 110.00 - 110.00 Apartment-Less than 450 sf-I Bed Max Second Ftoor Apt-206 1 House Unit<600 150 0 150.00 - 150.00 Apartment-Less than 600 sf Second Floor Apt-207 1 House Unit<600 150 0 150.00 - 150.00 Apartment-Less than 600 sf Second Floor Laundry 115 Laundry 0.03 0 3.45 - 3.45 Resident Laundry Area 0 TOTALS 1,677.80 143.40 1,821.20 Gallons Per Day-Density/GraytTotat TOTALS 1,634.40 143.40 1,725.40 Storage Area Density Load Removed NO STORAGE Density Gray Hydraulic-Tot � ® a G3 m m � 0 , . ., (S Jam�..C p�l��r .PAY 11'�47� ��,u hpld� i`�1� �:1971 r-9 Certified Mail Fee r[� 9 Certified Mail Fee {{�'� E rij $ $4.85 0952 M $4 a Gti t�tGC:2 Extra Services&Fees(check box,add fee s pp iata) �•+` r'U Extra Services&Fees(check box,add fee 's aplxo late "d 12 El ReturnRecelpt(hardcopy) $—t�.�-.111 1 ❑Return Receipt(hardcopy) $--$f y�Q ) O ❑Return Receipt(electronic) $ Postmark ❑Return Receipt(electronic) $ (ti ❑Certified Mail Restricted Delivery $ '_ HeYe �-{_I (-- Postmark Adult Signature Required $��°-r'• � ❑Certified Mail Restricted Delivery $ JUL ^�f�Hryere rU �1-1— �((}� y rU ❑Adult Signature Required $ �.�I.�Y... ? �1 t-r') [:]Adult Signature Restricted Delivery$ .����- 1 9�•-24 Ln ❑Adult Signature Restricted Delivery$ Postage r Postage o $ $0l 73 $ $0 e,�3 Total Pea ta a and Fees 0 9 `f f C" 9 ��� f t� Total Postage and Fees I I{f 1 f�1_124 o 9.611 0 4.9.68 SeA To -_ .... Sent To J - ---- -------------- Street AP ;or PO Box No. Street and Apf No, or PO BeX 9 7 Lrl - e 6k-.--7-e�-------------[------------------------------------Crty Stt ?YD / p :I I I 11 111•I• 7 :e r I 10 811 I n 1 1 L T r'11 m nl1 rJ m m t_f) ®° _ e o Matt i tlkk 4 NY 11'9152'. ' 1-9 Certified Mail Fee r—1 Certified Mail Fee $4 n 8c 0952 $4 e 15 C 952 flu � 12 I� ) Extra Services&Fees(checkbox,add fee S�Bppro ate) nj Extra Services&Fees(check box,add fee p7o{3dafe) 1` ❑Return Receipt(hardcopy) $ i i n l`�� t� ❑Return Receipt(hardcopy) $ ,r�1 e 10 I ❑Return Receipt(electronic) $ I l.i 11 I Postmark ❑Return Receipt(electronic) $ $1-1 Al'i Postmark El Certified Mall Restricted Delivery $ $t_I e Act t Here ❑Certified Mall Restricted Delivery $ 1-1.j�h{ Here rU []Adult Signature Required $_ }1,1'j_ fU ❑Adult Signature Required $—rft-1`tit-- JUL ���'� u7 El Adult Signature Restricted Delivery ,,I'� I 1!I .it ,.��..�t._ _ ., u-) ❑Adult Signature Restricted Delivery$ Postage Mlle 't Postage � ti tie 7'3 Total Postage and Fees )_17/19f2024 Total Postage and Fees 1.17/19f2024 '' Q $$9e63 p °9els� g To syan/tiro E' _?Gt/ rti U� lG4 ---------------------------------------------------- a- 'lfl)J. r 1 °i �1r_c =t-"- 9? �/✓. treat and No.,or PO8oXNA 7r Sire tandA t Noo PO BoxNa 1 f��•�_ �G�2/tG� � � G �'joY ---- - ------ u7 _�_ r l8(� �-C.•kt{""Y'�-/--�'/,_i_�`t-'- _ --------------------------- � Ci a o,21P�e- ------- ---- -- - ------------------------- 4 { 117c�— I II 111•a• - Ln 11 1 1 a 111•1• MEIN= o Matti tur_k s NY '11; 5 r-q Certified Mail.Fee o $ $4 e°5 0952 aExtra Services&Fees(check box,add fea s- pare) 12 ❑Return Receipt(hardcopy) $ I I I tI- O ❑Return Receipt(electronic) $_i.LL.=-. _ Postmark ❑Certified Mall Restricted Delivery $ Ii�I_ Here fIJ ❑Adult Signature Required $ _ LF) ❑Adult Signature Restricted Delivery$ Postage CT � Vi.73 ra Total Postage and Fees I_I7/19/2024 o '?e68 117 Sent To 1 ------ L- --------(------ -------------------- --- � Street -d Ap o.or PO BoxlVo. Cit fate ZlP - --------------------------- ' :le r II Ill:e• i LAW OFFICES WICKHAM, BRESSLER& GEASA, P.C. 13015 MAIN ROAD, P.O.BOX 1424 MATTITUCK,LONG ISLAND URIC J.BRESSLER NEW YORK 11952 WILLIAM WICKHAM(06-02) ABIGAIL A.WICKHAM JANET GEASA 631-298-8353 TELEFAX NO.631-298-8565 July 19, 2024 To: Nearby Owners Re: Heart of Love Lane Project Application for Transfer of Sanitary Flow Credits Hard Corner Partners, LLC— 100-141-4-6.2 245 Love Lane, Mattituck, NY 11952 Ladies and Gentlemen: The owner of the former Capital One (North Fork Bank) building, on the corner of Love Lane and Pike Street, is pursuing an amended application to the Town of Southold for the transfer of seven sanitary transfer credits from the Town's Sanitary Credit Bank in connection with its renovation of the building. The proposed mixed use building will better serve the community, will complement the existing businesses, and will include 12 affordable apartments. We enclose a copy of the Notice required by the Town. No public hearing has been scheduled at this time. Please feel free to contact me if you have any questions or concerns. I would be glad to discuss the project with you. Very tiWly yours, A4biai'IA. Wickham AA 1471dc Encl. Rell,-hvII,oveLiiISanitC)-edILtrNotice 7-18-24 TOWN BOARD TOWN OF SOUTHOLD In the Matter of the Petition of NOTICE HARD CORNER PARTNERS, LLC TO ADJACENT To the Town Board of the Town of Southold PROPERTY OWNERS TO: Property Owners on List Attached Re: Heart of Love Lane Project YOU ARE HEREBY GIVEN NOTICE: 1. That it is the intention of the undersigned to file a petition with the Town Board of the Town of Southold to request a transfer of seven sanitary credits from the Southold Town Sanitary Credit Bank. 2. That the property which is the subject of the petition is located adjacent to your property and is described as follows: Suffolk County Tax Map #1000-141-4-6.2 Property Address: 245 Love Lane, Mattituck, NY 11952 - .73 acres 3. That the property which is the subject of said Petition is located in the following zoning district: HB, Hamlet Business. 4. That in such Petition, the undersigned will request the transfer of seven sanitary flow credits pursuant to Chapter 87 of the Town Code. 5. That within five days from the date hereof, a written Petition requesting the relief specified above will be, or has been, filed in the Southold Town Clerk's Office at 53095 Main Road, Southold, New York and you may then and there examine the same during regular office hours. 6. That before the relief sought may be granted a public hearing must be held on the matter by the Town Board; that a notice of such hearing must be published at least ten days prior to the date of such hearing in the Suffolk Times newspaper published in the Town of Southold and designated for the publication of such notices and that you or your 2 representatives have the right to appear yanrdleard at such hear' g. Dated: July 19, 2024 Abig A Wham, Agent _e �ick 631 353 Petitioner: HARD CORNER PARTNERS, LLC Mailing Address: P.O. Box 1295 Cutchoy,ue, New York 11935 notice ToA qiPropOwners NAME: MAILING ADDRESS/ PROPERTY ADDRESS: Attn: Barry D. Barth 2040 Central Dr., Mattituck,NY 11952 Love Lane Corp. Property Address: 195 Love Lane 1000-141-4-29 Mattituck,NY 11952 The Highlander Group LLC P.O. Box 789, Jamesport, NY 11947 1000-141-4-4 Property Address: 180 Pike Street, Matttituck, NY 11952 140 Pike St LLC P.O. Box 1219, Mattituck, NY 11952 1000-141-4-5 Property Address: 140 Pike Street, Mattituck, NY 11952 Church of The Redeemer 13225 Sound Avenue, P.O. Box 906 1000-141-4-27 Mattituck, NY 11952 Property Address: 13225 Sound Ave., Mattituck, NY 11952 Town of Southold 53095 Main Road, P.O. Box 1179 1000-141-4-31.5 Southold, NY 11971 Municipal Parking Lot Property Address: 13285 Sound Ave., on Sound Avenue Mattituck, NY 11952 w N 30d 5 1 as 26 1% a � 27 ,zt 29.2 � I 8 28.1 3s „? 2.6A(c) rp 8 (Spy 0"9O ry11" 1 , 29.3 1.2A sS S 8 hU `3 r � 32.1 WESTP '05 ' E. 2 AV �° ti 6 IJ ,� rs (var.width) ;r> b '�' � `� "a~ 21 0'ww` a �^ a� o '<s 36 z4 213 35 !•P / 1.3A t ¢ p 1aS1C�CF fi s Fz- 0 pro r� a +:P oqa w�o •Uq 21 m at 21.4 cl 8 $1 P 1.dA �.p\ �" 10 32.2 Nq g 2.dA S1l:,r-- F 9 a MATiiTUCK NQ PRESBYTERIAN m 15G& a+ 32,4 CHURCH ^0�0 AS 33 j° 9 �G 59 / BETHANY A� (�-3 CEMETERY o r 4 architects engineers D �aN NIT' gifE� 0 Y E 66�9b ,p M° /„ � •fi,9,`�G B d °yam j \ .• �' Ex.,xuNDERCRoue u., r ,,, `�� st°e jey i 9�9 0 1.7.carEK �,,reesa.IT. A L.. > A LOCATION MAPMARK DATE DE9GRIPTION scIHe REsuRN IS ION rv0*1 L IV c r LAr e/ Exls rvnARv eEm omuecrcN 5! G P « N ISIlILoErxESEm rvusANB ExrERnRII AwDrIII r.IRIIA NA'V. u=rsxsry III O FJR NEP RooF DW,NAGE sYsrE 50 E� 0 �e h6�0 DO ''K/ oEscv FEo rvs e.IENIII ocvox2-eeo[,vo CRES III Geo a. _N \ , �ci `b /^Fs. °s'Ho� Ic N N F NE P Y rp S�Ot10�1°FAp. sE 9P eNE 4 my. T 2 0 xTI ¢N h TIKE PLACEAIIRIllL b I b oNiFeL ExsA`'ALT Ecez n rzozi �e �li . >/ "o�� �oT` 'N�° _ ,IDRNE,DIAw,�E Hard Corner TR� Properties,LLC w ' —1-DE 111-L-1011. Q 5 °N Wp0.1 a,, UR°N 1\ 1 Q \ t °Yp11 PNt Qe\sc Love Lane Sanitary = Z afl �,; system Upgrades �_Y cDo,.a,�nald Ceosri nce - �. v r<„xd.m sn�a P,.., Existing Conditions&Sanitary System Removal Planre.o DNnE.oxrc EAsrsrnrEeunEccoxnNTEsrsrEimmADsz,As c Isms cEr xn sERVEO Fox scoxsu F 320 Love Lane o. raDI co Err rx s ccoNvros o ENNNe.owE. s.E'e`"a EawEDDuvnD Er ns DereR IDn.ER nrous. ��+^�^ x,, �°"""�„a;�e-"°"`"� ,.m s,�,Fa,,,-�. Mattituck,NY 11952 D ALL"'rwEaseRlvrEo wsrxucnoNI. LEODDee.us AID srRrur-I Aa xE¢uwED..,raEsu ADxERE re -vERIFr Ez,m urour comanrelurr..rtx xEEANrme carvoxleussEwREs�INNmc„oerc. ���� u x s.AEEwow: LlIII 111THILL111—IL-111,EA. Du xEo.srx c,<v AorexE ro 111I T DAITUIER I IV TEB NITRUer crvs. 1Ane pN"•""""""rekire°r°`6'"`" -Eors DErvr EED IN THE '.'gr o,n L.-<r El eras couor e,NREc,Ee Ex sEm cExxox suFwucouNrrwrrER,w xoxry -----_ w�µm a - s.rEF xro Ex srrv.,corvovon��nE eLrN FoxnErEE orvD e.cLms.,ux,E,NFoxn ArcN. ALL CONTRACTS 1 IE IDN -n nereE.EreINEDNNEED sv xn.care.xNe.-s-ExcNEEres oureuac AElre vlslI,_" EreD�v Dcrosere - EVIT _ e.errti r ram. omn.n«a Al IADIL art DEEsrE o.aosu DE ALL Ex„Ess rAsr lDI vL xuD szE�xo —DRrxosE REGULATORY REVIEW Ex Fis[,E�ERnrED FRc uoa..saEc N. �r Lrt Es rua.Es rvarsxD,v. SueEccr ICovFrvnrvrs B RFsrR cr Drvs L.FR _ - - - r.erswirr a R. - ll TEIIN _ - = rRlcnorvs,EASEVErrs AxcmR Ruxrs uF xxv DF xECERD.IF AN ARE NDr sxc„N DRAPPROVED I — VIEwNACCORDANCE WITH BOARD OF NS APIL c,s- cDNrw.DTDRI DDREs�ED. REVIEW DETERM Nnr ory Dnreo EXISTING SITE CONDITIONS FuxNI..nINonNr ERFDR�.nuemE„DxxA.snowv,uD�oR.eECIxED. AND REMOVALS PLAN E—ATION INSPECT ON REuuiRED n Soil Boring Log FIR SANIraR,SrsTD. B,HEaxrN DEIIEI.ENr CO.0 3 ' � -ED-- AAINN�_NUL.II_"S.S1 I— �EMA.—a.—a TRAP FIE.BUILIBIG , eBX 5�`�� \ to []Iarchitects EASONG&P LED,-GELiDEs j NB_ �6F(D,�aE TOTAL A, L 6,BPEaF + ivy �., 'ESA engineers SELow GRADEDNAIN PmEWrtx CROON eo l KITWFN ORANMYERi ELEVA1XlNATIXrERIOYFACEa WWPPNLY ME LOCATmt-FcoT6FLow GRACESUFFACE a Op'1� / •a +op WImIUG=f42S. Fws1-OR qSR § OIBEDAPA¢rMeiTNWE YETAL eSUO', tRGFDNNR%t UNrt =8i0GPD R\'PETML' m LFON� pc YRETNLDNDROOS: OOSGPoISFX"`SF T.M CB u 6F b1� IN �. 1 LWN.T NEW Bre SOR'PJC%ITCHm DRAIN"ITO pPYPnNL: 00]GPoIaF%A.AWSG I10SAN RkN DRYWEIL.SPVCOMWAGE ° SSaeplryXl�SO' WC HOUSE P➢WTFR LOCATEONB FEET FPOM ENEERIOq AEpFENN: OGPD4F%i2BSi =OGPDp TOTAL AREA-666 gB955F HUI ePNEMV,EL 141D ?%' ier'� eN>'gpP�%\x ADO i CEOF9UUDING WT R 6FAT5: xBSFAr6%'ODPo5FAi NOGPp 6ELONOFLOCR S�ast.ru.eooD•xww.nNn.mm�6f FPM FD HIx f%PANSICN 3� \! APB Y�a, CONNECT HITLHEN pFIJN 1O ECASi LgICPETE KTCxENIGfMY LMD k3&3xE0PNSFAr= OAD ORYPETAIL', &ISE AREAFORFUNRELEAC111.GALLEK, "� GREABEIRAP ONOFACKANNLWi7]PACE MWNDPPE /— MN MNAIUM SETBACKS •,p qe PENE1R411ON WITH IbN9XPoNC i SW SFAra: F IN ACCOmANCE WI1 UM -Ni3. \ KTCHFNIGMY l0.LD 1IISEATEXSEASxEGPO16EATTIll SAO =SOGPo HORGONTnL BEPARpTIW(IISTANCESVN _,y ��4) C, 59aINGLE UNTGRFA6Ei DENSITY-OL—Ns ACCCUNTUa FOR TP.vaH RCPFdT FROM SCOHS 11 AFPPO �t \ 'SF SANDARI OPAIN INIeRTELEVA�RIOP FACE S'1:_SENSrIY nOW eIOGPo iO1fa APFA• 38B]6 OTHER THAN BxGLE FARM vERES pBACES. ' O OF6UIIDNG=I].ffi. 11T11xiCHWGFAYRaV•111Po BROUNpYATFP MAWOmENTi0wE1GA¢1•N t TOTKSRE>ANxARV ROW=t,9rOGR0 WRRE=Q.SENSIft ISO GPDX 0.1&ACRES=INS all MAINT.oleAIN A MNIMLMOF2 FEETCE ,. Ary ;,•' MAINTAIN MINIMUM RFDa SEPAFA1pN BETWEEN pGE DISP05{L SYSTEMDESIGN CALCUUnWs TOOPTIMRELSAGEOFBUBONGECREO.TIWOFPFmRDAHLEHOUSIIVG, BEttRm STRU_'ES NLE 1. \ =E'R7GFEMSE�NEW]6E¢9 R]9KPVC SANRMY—1 TO t.66ANnPRYCPEEDITE OLDRES EA.I.S01 0ASORTE ONILIOUBLE IS FROM 0 \ >4a'nllrv.I +• 9cNA?EFT CESGxTMxEw I20]PNK,S I'uDuo DEPMS. tPG4re TOwN OF SOUMWORE6WUtIpx U19620 ADa1Ep Ox JULv2,2019. O e^p c \ a OAST TRW sNJRAmpawx USING RIGID SIP RING Mx.pE6IGNCARACI�uDHs REOUIPoME11)1Sn ADx2opvs•] Gu MARK DATE �SCRIFTI(NJ 0 ^\� WITHRaFpCEOFAO ROIIxcaATm SFEETRMIATHE PAaIY•iEOGpufr 5'uO DEPM•^B25 3S WluJLaRxESPomroFER:OOW6WME§N.3,ASWTARI'SOwCRmITM SiOaMt NEREBUBMI ION(10111) eGALLEv RYP.%IS MINIM TWRDE6ICN',NEW80TANK.S'uW00ERTI. BFS00Gw.WSHER_,UFO)Ray. cFLOi AREA PNE DSD620Et SCONSPFSUSMIFSION(x0l p) BTE ED.1 PVC sJTIC TANK INN.UEMT TINE IF. KFTN' CMACM(6 YEWREMmit--IXt BGALLa1.S SEPuunW RAP®i.Ok K'rCxeVGAN,OESUx FLOW=9VJ GPO%1 ACM=9N GW.WS FPM=t,xODG4L5=LBW GALSq(. LEACHING GAIIEYRUNS. ,e° UNA.To w,yP i� ^NlovAx HNGGA-xYA{HYO cLFALiI1xGRATE-I6r>OIF Eutt PRamtt_COxIUBE uaiIERMx rvTatmµ ® 2OR „ wnHNonsxaNKCaroUT RPo cpuEr RYP_xtN: AVAIuaLELPmR6 x]m CaarNmr=tm a0 Foal ITwl \\ O "• P'e - Ss.On Jv-pwxRao,uuRE1 0' RErWE ,,.^_ / \\+ ' 1z¢oW.wFCHAYNERSEPnc TNae EPm I—s(RB Tolwl IF-11=e.SSH vA(usLECREwsxmGmrc.P®rt=]ro GPp IT + / eETnEwsERnCTAN%AuOIRAcxIpG SMUCNREs EFEcmESUenuL PIN 3zt FT FROPo6EO D0UESD.ENSm FOR PP0.ELr=SxOGPo Y rnlry �/ NOTE AN sIa1F AREA 1'.1s.a'75.6.s.es)xasz EREcrnEOEPM=esassF "1 'D`UOE ELp�E stt Lwovlam ssocPo� TO E BE OR TO V.IFFDPANURPE� x 1 Z0 ' `VE `~� pS1TANCE TVJEEX PROPERry LNE ANU LEACHING PMED NUMBER or GAL_6Evs. 1I—HNGGN %1HRFER Q11 EGP.IEYs APDm OENSNYLLOAD SISmON apiANDTMNI-as aANTARY CRm1r5. SrzETO CaoR]�11AID''n"ANOLOCArgx 1 \.YA GAIE76 MTNN el LNE ANDAL FPARATNM MINIMUM NIAfBE 1.908.% HSE N OFI0 FEETIpNLONTAL UUE­ a 1L1` T /l 11� IXGAVATENJODISPO U,,EzRE AL IXASTNaxts DrPLPm'P5[NwALL WRFACEFAREI t90SaeGPoI1E GFE,F=I9 SF O �1FATpN oi6TAIGEFRgA PROPFAtt ,MMN B011NOnnv ARE1 OEFwED aA6FD CN sfOOT PARCe.NEETSREODsuRFaCFacEA:�� VESI.RO46F1t219.b SF ak9f n BUFFER AROUND LEACwxGFGWE FGOTPRxT ro EL. U UNETOewNYCEPoW p Exra,ATlov lHsvEcrroN REOLFIaFo x ADIMS REOD ExEWALL IFncxwG AREA S]0SF Proposed Sanitary System Site Plan FoR s>NITARr s—L. G GAL F:s scuc,.va DY HEALTH DEPARTMENT WITH CLEWESANC AND 3RnbElxTO TOP OF LEACHING GAIEY IN Ac W R-DE'mm score STANDARDS. oFEssros�p2:,,n,. PROPO6EOmpxSeTAIPDARO LEACxIUG GxS rrAx US nM NAV 2021 NF x Hard Corner _ r use ®_ __ ® __ tt E Properties,LLC !® A® E N.V.d140' ¢s ��®®® ®®®�® ®l ® ® D f Bua Llwv ��5 ®rrv.E.ivm ® F�NMEL.tar ®2� IV IN�L".I _ _ _ _ _ _ _ _ _ _ _ _ _ _ L 19r _ _ IGRWJ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Love Lane Sanitary G19 _pvcMoxmLv xlal sw_ELssrx_ System Upgrades — — — _ — —Or 8 n Proposed Sanitary System Hydraulic Profile p p HDFRMRN�xE.xre I. xo coNSTFucnox snsucWMExcE uxnLME rouDMxccoxmoxsAREMEr. - Dlgl Sal'ely.New Vork A THEWFwuccawrcpEEARTISNraxEALTxuoxs�PwsoMi. wl'H TEE axxEs.rxux REmESENrArIUEs,u+o APPRovALsrTx_arnlER TTFAcrwxsrauaou PEmm uulFss oTxF9vnsFFR.onGFnwrtHwRlTlex "� a wlusuio 7 THE TM,���N��G�T,IRroF�AAMa�ST��O AND��N�BE _=,ITHF N6FAGTIDNaTHE E Ca11811 Wx TGR Has A ALL Ne�ury pr RREDEPAYTMENTLau=o T,,EPARTMELA Ati DERATnxmA1 upmxws. EaANER URTOTIE UeUFsuo IND—O FORMS E%rwe 1 ANDITCuwIECFsaLE Am owxeLBawREsmROVAL-CFE.C._E_RN.U_AEcwmm. before you dig�tL F€ucFTssArmxiE�FROv xvxKR — Al SHALL NOT BS GANATED U—ALL ra FOL ORIG REDIREMENrs ARE FUIFUED TO r� .•...,.,.R=..N.,,...r,o,..�.m BE REETOMEo TO TIER FRE-Mr.DDxWIW AT He t]snnsFACnoxaTHEawJBa 320 Love Lane 1=10 ME RAL,ewal'�RwRsaESE�¢ xAETWI us veRFo1M:nce DaorAxPlEons��wcnoN ADDIONALMET TOOWNU UNLESS GMERMISE NOTED. Mattituck,NV 11952 'S ETO SILL BE SUBMITTED THE OWNgj III,CONTRA— RU EA I'M rxEwOR%JxTILALLREDU1-SJeumALSARE PFVIENED AND AR—ED,11—TxG.I THE OYplE0. TED wre $ Ly la eEFOFEin[WGFKCWLEN;[o AeoaLCLExaT[oOV MF.CdJ9TnJCTICxGPxOTOGRAR4.WCRX TO THE WNpiIGN AS TO THE ExuvpnoN NEO INSPECTION REcuIREp rN0 T FoR SFNrtAR'r SYSTEM AOEGUAcvoF ixElrtMSTFSTEO DEFE.T66RAUSECCRRECT TO xEspieFAcnaainEacME. Sv HEALnIDmareYMVT ITINO OE El I ER ONE E 4,THE SWU_ATT CON—ORS OM COST AND EMRSISE E%CEPT AS DMERASE Mpv BE PROMISE LATON_ TcaRp pPAwxrsPYFr®Rm fir r¢cos r�on E co vwiErmxEwmrexwJaE ALL CONTRACTS vMEMrS FOR ANDOWIIN AL-PEFMITE RECITED FOR THE couTRACTCRs sveux.rx Mrvl@jE FPmv CiO�R ua [PeRNxiT L4THE 8111AIS+cvp CCC"'IF 11I ow ns FO TNiuLE FwRALarerl; 'sieE w9umeo E FOR THE OBOF REMOMAI OF OISES ID DUST CREATED BY NE OF�EviiRMFD o%oucElcoxoirEimaw¢[PIrEiA�F BUSNI'mD TO wsi""I"suOl�Ae tU�PFRBUANeui REco�o�vnciYLL«i.lax0u�o(FuwilpirOFLLr� AS A DOTPm[A IT U ONaDS Nos EPpwTE THE DET aP*IYENE�NTITEMwIL [hNpOE mR TH`LPPWo lumlleFPRCEs IBIS spF�ou FNres orxixe COxgl�ispo oRNAwluxnrerulseulLLTs awiL eEaFxAJEOIxncxCOl RttD.wlCE*x scHS wmsH TOR r11011ITY11 PARTMENTOFHEALTHSERVICES ES DOFs xcT lxcwpE THE ca6re ANWIATm Wrtn Axr PoucE FucaERaFa.oPT THAT mar BE couTFAci. TH -NN u P.PAR INA Z INAPPROVED REGULATORYRmIPSo1.SU 1NOTES. EO.w:. E usraE RE mLsuG THE coaPD TEsrsTEMaE m ENCENC 'CNTRADTUL a1MS P_RFORM OILY CLEANAIP OPERATIONS WHICH Ix UDE REUWN OF DEBRIS AND DOMI EET OF FOR SPECIAL CONDITIONS Sy THE C.A_TTR OR OR TxecWTRACmRU3 RXE raoPEmv om�cTxAx6TH v CT PRcaERTvSHALL BE 'a D cOUSraUCRW URRI[ OxWnPFPFusns�nxo ERRsucNaA eo SA ISE T IEPxc MA vroRKpxo EDwNauTlucaPORATmIxTOTxE PROJECT UJST VER'S INITIALS CUL AND RESPCnI FORTk xTENwCEa SxO OPACE6 AT HSP .THE CERTIFMwTE MJBTBEAnEB1EOMAno SIGNED SVA0LLv xn uLEwMUE TO oSAIDPROTEPERRn ALLTABRE DUR11—camAcrw%urrox. Co.Galoxm NOTARYvusuc. PROPOSED SANITARY SYSTEM IX Wirt iTMi nouns uTrR sE=E uPou 1 WxrnACTa sxuL MAINT aru PRarEcrAu vEOEsmur AxovExlculsx TRp�lc(m1xI THEUMrrs pr ME rxETECHNK'usPoCIFIUTIoxsFORmE SITE PLAN Pux Rs Eaox�roEwcEwITHTHEowxRPS FFRMRsnPuunoxs AND NAITER O!A"A=T,`TIW aTRAFnc t caxsaucTox ovmsssERWCwI omAluoNUE 70UNS. 3 vmussollssHULEE CNExrprxE ExcwEmTxICRTOTrEVIor;EsenCFpmwreavuexPRrvATEmoFExly. aEmwAnmANcausNmEosr THE cormacraeuiopvPrmvm r,xEoxxEN P ANDMINERTmT.—DATUM /'�'NO"'uNwPNER wrA roxsllExuMBERm.Nzar2vlml-s]RwJ ^1,0 2� 3 _ �E� EAFFIf WALL e GAINS BERIIIIINAlcarnrvo - RARSA'P SiCBEA"N III RSA ENFoicEDPREc45iao IAXII.ILrv13oUTLEr PIPESI_—Oarchitects b / A\ + O o®oo�Oo�o eN 'EAL. NEE°I11—I,. a"T. DN l e engineers CHNNFI OHEETANDAROE A ,/ DCRNR „P ANATRN,rorvm _ DDIA,S RVSP, �r� ETNE 1 PN E — EL,,.D = — m.FL.,L,E D �ry CHI,,. ——— —— , GPIAAITIAP ;a PPE As 1", 11- TOP VIEW EEu INEDTO_LL AID ORE^SE TGAP EEEI _ E ce FALILIFEUNE CDNREE B OF- m11T � MARK DATE DESCRIPTION I.IONODTHICA,LI.AST. IUJD E.srENED iD VS PINGSITE INDIA RI LOT.EL I IF 6NPPORiVeiHE AASHraHErn Hex Av mAD camPAcreosAND EDraa,z EEC ON coIPurEo swDE ®® ®®NA sUFOucmUNT,F-RIPAEN7 OF HE SRVCEs suFFDLxCD NTV DEPARrmENr CEs ®®® ®®® L. Circu lar Frame&Cover-Heavy Duty Ni EL. .,I ®®®®®®® � 2 T"C U Pro osed Grease Tra -Sin le Unit-8'Diameter { ®®®®®®® �. '0 pp 3 =_w"l 44 4 Proposed Septic Tank-Single Unit-12'Diameter L TEIRLT COD-- SIDE VIEW E ' ticLTic coNcaErE mE RNc eouPSE HER 0 ere E xrcH nears TIES 1e1 AFART yP oq� IT EI N NNDEaE DeoFwAER eT zBEr.NH o- AITANLns� �, aaaDE ErasEcouuEERcouRSE x ACNR tN F R,.1 IF N A N TA1NE IREC ROFILL G PNUHO v DN 2LFTa iED ENEGRADE M Y , DIMENSIONS ik) Area NE ATTE HI M All Len ix SEUnit rrPE_FILL 90 Hard Corner 9 N PEr,ErRArlry s es os ' nPEC DEAD inc aAIN 6 a° .rvLrvE N BOTH SIDES E _CNANL D�ErIN PropertleS,LLC NEP Love Lane Sanitary n SCDHS Leaching Galley(TYP.) LSECTION LArES AT F"Nomiro.HA�aarvis FBI rva.u`11CIREaLAL aA,­'Ell Iosiu oiPEE L System Upgrades p suF OLRcoury NE ARn,Ervr OFPUELc•eR sANOH LrasERA s 8 Pi a Sanitary Trench Asphalt Pavement-Standard Duty n Stary Frame and Cover Type ;� F I IT Ell DE NOTES E1N11 �1—IEDA rvFoa A IAN)4k a CHAVONDRTp;HERsr EE NE ffP lo O O RENFI _ LEErH s ITENGirz1D,n s. as cc'NVaETEPm J QOOI] ancHwnv suE EovER pE OFrREusrrvEE n PE n FILL 0 0 0 LOOP Na. E EIDEArx IN CDNCRETE ALTERNATE CONDITION FOR LAWN AND LANDSCAPED AREAS OOOO y,Y' 0000 PAD z.z AD a o 0 0 _ 320 Love Lane a o LE c N Mattituck,NY 11952 _rvE��� whnPFr iEn FeEaCC _ - usEI o 0 o P Ee aA IS Ex.—iDN INSPECT eN REOuiRED ND v REND PLUG PLAN o k FOR San roar SPITE. ao FIEErvmEx By HEALTH DEPARTMENT $ w. COSPASTED scRADE RSER C0 RA.DE ALL CONTRACTS - SUFFOLN COUNTY DEPARTMENT OF HEALTH SERVICES AIAL 0.EXTEND EXCAPATION TO TYPE AFLIENAHEF _ - i APPROVED�DA _ _ _ s ELED. I ELBow D E sl:crwry nD,� — y_ REFERENCE NO. REGULATORY REVIEW SEE SHEETOF I FOR SPECIAL CONDITIONS JDUAR bwECFcar ON REVIEWER'S INITIALS BE vR AVN CRA.EL FLUSH END IN uxE mE,,,,.snrLns can A, Lo„ONc. LEOF.uPPOarwc SANITARY SITE DETAILS g SEEPuw FOR RIN EISA yER P PEDwrvErea EacA, ED. n - Clean Circular Frame&Grate-Heavy Duty Drywell Wrth Slab Storm Drainage CI /+ �y,.^HIRFI 9 ,.��_ i.ua„uxemn. iD e.HT. ,..�.oH.,.an \.I2.0 3 3 REVISION o' PIKE STREET FKDrYSLoagcl c_r�oi Dr55Loragc8 \\ f� Y� �n �U — w�zz ory smmge3 .Eow.r...z °, -e.. frfrnea'r `: om. Dry Sma9 l0 — ❑ _ LSSUE .... ....r x.nu�ansT-_ Res dents ° -[10[ ❑YS rage4 rd I va u � I ou_ Dr�Stor qe-9 � - °"" =c DryRelu 11 Storage _ DwsmI ol'� IL I Gov srorage z EE ryryif rvR Stolz DryR $tnrage — Commercial Bldg. eta1 2 —11 �� Renovation _ 0 o„e Lana DryUse.Cafe/Coffee Shop — � M IL'Iuct,N,11952 Comme e'al Storage Area-3 I M ai ck S Lols.4-6.2 f D— S.CTFA.OIST.1000',SECT.161dG2 6, orr a:e:Care/Coffee snog L Z n a S t a S l FIE ar�an{�fta,a r1 Proposed Cellar Floor Plan ar —— —— —— —— —— — l Grround Plan Plane �mM.,r.>�°�, °�.m�w°o.,— Option'A' Love Lane Program lower Level GrouMFaor xruntl floor Tdals Percentage of total ova zzwr n»e saw ueL a. P] Proposed Ground Floor Plan dental IrculDtloD, 2g 53g 9J� �br eommerda — af>s nrm M77 3z �J ecnie 1/e '-n° commardaistoraae �� 2T. �uwi M�ma���ai on �laEtiTlaL �o,�,���w� �rano�ar aa�l..�,r� lea �e�a�a.bm o" _ A100 s RE 3111 . o' PIKE STREET rTr aa� o�sr ® LEGEND p 0 reoo wa vp v -= �sSUE 0 �np ae I s 6 0 lln 1 2 O v „m � Neme� �b .ek I epee o ❑ ❑ o°aw 9°N�meae �o aae�oe.11eee1 �la UnIL-2a5 I seeeoe I > -21a3 ❑ t remre,u EE w Nall kv a� No ABBREVIATIONS — Commercial Bldg. r n�, I�a�e Renovation O Genler floe KLG Nol i�"Co°ba 245 Lova Lana nano s n, NotI mie�9 M.IL'luct,N 11952 G oN9t oaV/n m Ora M1ing c a, 61ock3 SAeFB u�ndeAl�e�ueLon Lals.4-6.2 w. — S.0 T FA.015T 1000',SECT 141.4G02 Z , n a s t a s i ❑ ❑ m oFI 0 aural° 00 Gr cWe. �mre Wank eoab upee Idl ❑ ❑ ncOc k, itwin<�o9+• e oFr r. WopreOY n':nee rlooi ca a aelYnning Q" Hew I hs� — Floor Plan Option O J Option'A' pz Proposed Second Floor Plan p �J —1, 1/8,.=l_o,. aEs aen,a� 1...El— 1-11e orpTI-11,wcu cxmu.nm o A101