HomeMy WebLinkAboutTR-7216 MAILING ADDRESS:
PLANNING BOARD MEMBERS soil P.O. Box 1179
MARTIN H.SIDOR 0. Southold, NY 11971
Chair
WILLIAM J.CREMERS OFFICE LOCATION:
Town Hall Annex
KENNETH L.EDWARDS C** 54375 State Route 25
JOSEPH L.TOWNSEND (cor. Main Rd. &Youngs Ave.)
DONALD J WILCENSKICOU Southold, NY
Telephone: 631 765-1938
Fax: 631 765-3136
PLANNING BOARD
TOWN OF SOUTHOLD
MEMORANDUM APR 20 2010 L
To:
Village of Greenport*
Southold Town Clerk for Town Board Suffolk County Depaftffieni-6f'Health-..Services
Southold Town Board of Trustees*11 Suffolk County Planning Commission*
Southold Town Building Department Suffolk County Water Authority
Southold Town Engineer* New York State Department of Transportation*
Southold Town LVvRP Coordinator NYSDEC - Stony Brook*
From: Kristy Winser, Senior Planner
Date: April 19, 2010
RE: Site Plan Application review—CJCI
• Request for comments pursuant to General Municipal Law §239 (as a referral) and
Southold Town Code §280-131, and LVvrRP Coastal Consistency Review.
• SEQR Lead Agency request
• Coordinated review under SEQR
Dear Reviewer:
The purpose of this request is to seek comments from your agency, and also to determine lead agency
and coordinate review under Article 8 (State Environmental Quality Review Act-SEQRA) of the
Environmental Conservation Law and 6 NYCRR Part 617. Please provide the following, as applicable:
1. Comments or requirements the Planning Board should take into consideration while reviewing the
proposed project;
2. Issues of concern you believe should be evaluated;
3. Your jurisdiction in the action described below; and
4. Your interest in assuming the responsibilities of lead agency under SEQR.
Southold Referral& SEQR Coordination Page Two April 20, 2010
The lead agency will determine.the need for an Environmental Impact Statement (EIS) on this project.
Within thirty(30)days of the date of this letter,please respond in writing whether or not you have an
interest in being lead agency.
ry f
Planning Board Position:
(x) This agency wishes to assume lead agency status for this action.
() This agency has no objection to your agency assuming lead agency status for this action.
() Other(see comments below)
Comments:
Project Name: CJCI Corporation Address: 74495 NYS Route 25 in Greenport
Tax Map#: 1000-45-4-4.1
Requested Action:
This site plan is for the proposed construction of a new building 80' x 112' with the first floor containing
approximately 3,360 sq.ft.of contractors business office,4,960 sq.ft. of storage warehouse, 640sq.ft.
(total 8,960sq.ft.)and the second floor including an apartment with an area of unfinished attic on 1.036
acres parcel in the B Zone located at 74495 NYS Route 25 approximately 734'west of Moores Lane on
the north side of NYS Route 25 in Greenport. SCTM#(s) 1000-45-4-4.1
SEQRA Classification: ( ) Type I
( ) Type 11
(X) Unlisted
Contact Person: Kristy Winser, Sr. Planner
(631) 765-1938
Enclosures:
• Environmental Assessment Form
• Site Plan Application Form
• Site Plan(s) (site plans sent only to above agencies indicated by an *)
2
�row-N OF SOLJ"T'HOLD PLANN I NCO, 110 U11)
SITE PLAN APPLICATION
81
SP.A."FION A: Site Plait Name and Location
............
08
Application Date: IT
Site Plan Name: CJC I Coporation
Suffolk Countv Tax N-lap #1000- 45 4 41
Other ,SCIA11 #S: N/A
Street Address: 74495 Route 25 Hamlet: Greenbort*
Distance to nearest intersection: 5ubLe�ct pqcel is located 743_31'west of Moore's Lane
Type of Site Plan: __v/ New —Aniended Residential
If Amended, last approval date: —1
SECTION B: Owners/eluent Coutact Information
Please list name, mailing whh-ess. and phone numbet-, r the 1volVe below:
PI-opel-IN owne.1- CJCI Coporation
Street P.O.Box 398
City Greenport State NY Zip 11944
Horne"Telephone (631)477-0979 Other—
Applicant Same as"Property Owner"
Street
City_
Home'Telephone�� Other
`._._.-___.__..______..--Applicam's Agent or Representative.
Contact Person(s)* Bruce A. Anderson Suffolk Environmental Consulting,Inc.
Street P.O.Box 2003
OIV BridjZehampton StaleNY 7jj) 11932
Office-Telephone (631)537-5160 A 011jej-.-Fax: (631)537-5291
"I jnless othemi,e requested
correspondctice w-ill be sent only to tile Contact }person noted here.
Page I ol' 2
10/05/05
til t."I'l-ON (': Site Data
Proposed Coll Arlic•tion 11'134.1 ✓ Kc k Moditscation of E iistino 'Sirnciurc �Vl7i'tr•ulltlral
( tat?�� tttta;;
Property total acreacie or square foota,e. -1 039 ac
Site Platt build-out acreage or square iootage. 0 sq ft A1C ,;, 1:. ��A" Vit.. P w�c �J�,-cc, I
I� thine Iltl cxlsUnt,OI )i)S�•ftp cl Sale
p I of !, i•lopment car tl,c property? Yes - L,
If ves, c:xplann:
Property Zoning District(s): 'B"-General Business
Building Department Notice of Disapproval Date. wl : 11_:`2008
Is an application to the Southold Town Zoning hoard of,appeals required? Yes _✓ No
If yes, have you submitted an application to the SQA? Yes _ ✓� No
If yes, attach a copy of the application packet.
Show all uses proposed and existing. indicate which building will have %,hic:h use. if more then one use is
proposed per building•, indicate square footage of floor area per use.
List all eXisting property ttseS: storage in several sheds and metal containers __—
List all proposed propert v uses: contractor yard including office,business rental space and apartment _ _y
Other accessory uses:
Existing lot covera�c., 3.2 1M.., Proposed lot coverauc": 19.85
Grass floor area of existing, stnictul-e(s): 1476.16 sq. it. Gross floor area of proposed structure(s): 10,320 SF apprx.
Parking Space 1)ata:
of existing spaces:o__ of proposed spaces: 30_ .Loading Eberth: Yes ✓ No--
Existing, landscape coverage: --- 1'rc)poecl landscape coverage: 39.7 w %o
Waterfront Data:
Is this property % ithin 500" of a wetland area'.' Yes No
1 k yes explant: Please refer to Site Plan
1. the undersigned. cert that all th ahov- i 'ormation is true.
Signature of Preps e ___.__ _. _. . Cate:
Page 2 of 2
.10/05/05 4
l
PART 1--PROJECT INFORMATION
Prepared by Project Sponsor
NOTICE This document is designed to assist in determining whether the action proposed may have a significant effect on the
environment. Please complete the entire form,Parts A through E Answers to these questions will be considered as part of the
application for approval and maybe subject to further verification and public review Provide any additional information you believe
will be needed to complete Parts 2 and 3
It is expected that completion of the full EAF will be dependent on information currently available and will not involve new studies,
research or investigation If information requiring such additional work is unavailable,so indicate and specify each instance
Name of Action CJCI Site Plan Application
Location of Action(include Street Address,Municipality and County)
74495 Route 25
Greenport,NY 11944
Name of Applicant/Sponsor Bruce A.Anderson/Suffolk Environmental Consulting,Inc.
Address P.O.Box 2003
City/PO Bridgehampton State NY Zip Code 11932
Business Telephone (631)537-5160
Name of Owner(if different) CJC1 Corporation
Address 413 Wiggins Street
City/PO Greenport State NY Zip Code 11944
Business Telephone (631)477-0979
Description of Action:
Applicant proposes to construct a 112'x 80'two story commercial building with storage in the rear portion and one 1180 SF apartment on
the second floor. The proposed structure will be served by one attendant sanitary system and drywells to handle stormwater runoff.
Applicant also proposes to construct a pervious gravel parking area.
Access will be accomplished via one[1] two-way curb cuts on Route 25.
Please refer to the enclosed plans for further details.
i
Page 2 of 21
Please Complete Each Question--Indicate N.A. if not applicable
A. SITE DESCRIPTION
Physical setting of overall project, both developed and undeveloped areas.
1. Present Land Use:®Urban ®Industrial 11 Commercial ®Residential (suburban) ®Rural (non-farm)
®Forest M Agriculture 0 Other Vacant land zoned"B"-general busines
2 Total acreage of project area- 1.036 acres.
APPROXIMATE ACREAGE PRESENTLY AFTER COMPLETION
Meadow or Brushland (Non-agricultural) 0 acres 0 acres
Forested .26+/- acres .26+/- acres
Agricultural (Includes orchards, cropland, pasture, etc.) 0 acres 0 acres
Wetland (Freshwater or tidal as per Articles 24,25 of ECL) 0 acres 0 acres
Water Surface Area 0 acres 0 acres
Unvegetated (Rock, earth or fill) .78+/- acres acres
Roads, buildings and other paved surfaces 0 acres 0.63+/- acres
Other (Indicate type) Landscaping 0 acres .15+/- .acres
3. What is predominant soil type(s) on project site?
a. Soil drainage: ®Well drained 100% of site ®Moderately well drained % of site.
Poorly drained 100%of site
b. If any agricultural land is involved, how many acres of soil are classified within soil group 1 through 4 of the NYS Land
Classification System? N/A acres (see 1 NYCRR 370).
4. Are there bedrock outcroppings on project site? Yes no No
a. What is depth to bedrock 1000+/- (in feet)
5. Approximate percentage of proposed project site with slopes.
✓®0-10% 100% ®10- 15% % ® 15%or greater %
6. Is project substantial) contiguous to, or contain a building, site, or district, listed on the State or National Registers of
Historic Places? El Yes No
7 Is project substantially contiguous to a site listed on the Register of National Natural Landmarks? ®Yes GINO
8. What is the depth of the water table? 48 (in feet)
g. Is site located over a primary, principal, or sole source aquifer? ElYes ® No
10. Do hunting, fishing or shell fishing opportunities presently exist in the project area? ®Yes No
Page 3 of 21
S
11. Does project site contain any species of plant or animal life that is identified as threatened or endangered? ®Yes EINo
According to-
Site Inspection
Identify each species:
12. Are there any unique or unusual land forms on the project site? (i.e., cliffs, dunes, other geological formations?
®Yes EINo
Describe:
13. Is the project site presently used by the community or neighborhood as an open space or recreation area?
®Yes 19 No
If yes, explain:
14 Does the present site include scenic views known to be important to the community? ®Yes EINo
15. Streams within or contiguous to project area:
N/A
a. Name of Stream and name of River to which it is tributary
N/A'
16. Lakes, ponds, wetland areas within or contiguous to project area:
Moores Drain
b. Size (in acres)-
Approximately 22 acres.
Page 4of21 -
17. Is the site served by existing public utilities? ®Yes No
a If YES, does sufficient capacity exist to allow connection? ®Yes ®No
b. If YES, will improvements be necessary to allow connection? ®Yes ®No
18. Is the site located in an agricultural district certified pursuant to Agriculture and Markets Law, Article 25-AA, Section 303 and
304? ❑Yes ❑. No
19. Is the site located in or substantiall contiguous to a Critical Environmental Area designated pursuant to Article 8 of the ECL,
and 6 NYCRR 617? ®Yes .WNo
20. Has the site ever been used for the disposal of solid or hazardous wastes? ®Yes ElNo
B. Project Description
1. Physical dimensions and scale of project (fill in dimensions as appropriate).
a. Total contiguous acreage owned or controlled by project sponsor: 1.036 acres.
b Project acreage to be developed. 0.78+/- acres initially; 0.78+/- acres ultimately.
'c. Project acreage to remain undeveloped: 0.26+/- acres.
d. Length of project, in miles- N/A (if appropriate)
e. If the project is an expansion, indicate percent of expansion proposed N/A %
f Number of off-street parking spaces existing 0 ; proposed 30
g Maximum vehicular trips generated per hour: 15+/- (upon completion of project)?
h If residential. Number and type of housing units.
One Family Two Family Multiple Family Condominium
Initially N/A N/A N/A N/A
Ultimately 1 N/A N/A N/A
i. Dimensions (in feet) of largest proposed structure: 35' height; 80' width; 99' length.
j. Linear feet of frontage along a public thoroughfare project will occupy is? 135 ft.
2. How much natural material (i.e. rock, earth, etc.) will be removed from the site? 0 tons/cubic yards.
3. Will disturbed areas be reclaimed ®Yes ®No N/A
a. If yes, for what intended purpose is the site being reclaimed?
b. Will topsoil be stockpiled for reclamation? ®Yes No
C. Will upper subsoil be stockpiled for reclamation? ®Yes ® No
4 How many acres of vegetation (trees, shrubs, ground covers) will be removed from site? 0 acres.
Page 5 of 21
5 Will any mature forest(over 100 years old) or other locally-important vegetation be removed by this project?
®Yes El No
6 If single phase project. Anticipated period of construction: 9 months, (including demolition)
7. If multi-phased:
a. Total number of phases anticipated N/A (number)
b Anticipated date of commencement phase 1: N/A month N/A year, (including demolition)
c Approximate completion date of final phase: N/A month . N/A year.
d Is phase 1 functionally dependent on subsequent phases? ® Yes ® No
8. Will blasting occur during construction? D Yes El No
9. Number of jobs generated. during construction 20, after project is complete. : 3+/-
10. Number of jobs eliminated by this project 0
11 Will project require relocation of any projects or facilities? ®Yes El No
If yes, explain-
12. Is surface liquid waste disposal involved? ®Yes M No
a If yes, indicate type of waste (sewage, industrial, etc) and amount
b. Name of water body into which effluent will be discharged
13. Is subsurface liquid waste disposal involved? E]Yes ®No Type Conventional sanitary system
14. Will surface area of an existing water body increase or decrease by proposal? ®Yes E]No
If yes, explain.
15. Is project or any portion of project located in a 100 year flood plain? ®Yes El No
16 Will the project generate solid waste? .E]Yes ®No
a. If yes, what is the amount per month? 0.25+/- tons
b. If yes, will an existing solid waste facility,be used?: '®Yes ®No
c. If yes, give name Southold Town Solid Waste District location Route 48;Cutchogue,NY.
d Will any wastes not go into a sewage disposal system or into a sanitary landfill? ®Yes El No
Page 6 of 21
e. If yes, explain-
17. Will the project involve the disposal of solid waste? ❑Yes ENo
a. If yes, what is the anticipated rate of disposal? tons/month.
b. If yes, what is the anticipated site life? years.
18 Will project use herbicides or pesticides? ®Yes ❑No
19 Will project routinely produce odors (more than one hour'per day)? ®Yes ENo
20. Will project produce operating noise exceeding the local ambient noise levels? ®Yes El No
21. Will project result in an increase in energy use? El Yes. ® No
If yes, indicate type(s)
Increase in electrical usage to light/power the building. Increase in gas usage to heat the building.
22. If water supply is from wells, indicate pumping capacity N/A gallons/minute.
23. Total anticipated water usage per day 506 gallons/day.
24 Does project involve Local, State or Federal funding? E]Yes El No
Ify es, explain-
Page 7of21 l
25. Approvals Required:
Type Submittal Date
City, Town, Village Board ®Yes ] No
City, Town, Village Planning Board Yes ® No Site Plan Approval
City, Town Zoning Board ®Yes G1 No
City, County Health Department G3 Yes 0 No
Sanitary System Approval
Other Local Agencies El Yes El No
Other Regional Agencies ®Yes No
NYSDEC/Frshwtr Wtlnds
State Agencies [H]Yes ® No
NYSDOT/Curb cut apprvl.
Federal Agencies ®Yes E]No
C. Zoning and Planning Information
1 Does proposed action involve a planning or zoning decision? ElYes ® No
If Yes, indicate decision required.
0 Zoning amendment ®' Zoning variance ® New/revision of master plan ® Subdivision
ElSite plan Special use permit ®Resource management plan ® Other
Page 8 of 21
2. What is the zoning classifications) of the site?
"B"-General Business
3. What is the maximum potential development of the site if developed as permitted by the present zoning?
FY Setback=variable;SY Setback(both)=50';SY setback(single)=25';RY Setback=35';Landscaped Area=35%;Lot
Coverage=30%;Building Height=35';Number of stories=2.
4 What is the proposed zoning of the site?
Same as"existing"
5. What is the maximum potential development of the site if developed as permitted by the proposed zoning?
N/A
6. Is the proposed action consistent with the recommended uses in adopted local land use plans? M Yes 1:1 No
7. What are the predominant land use(s) and zoning classifications within a 1/4 mile radius of proposed action?
"LB"-Limited Business,"B"-General Business; "LIO"-Light Industrial Park/Planned Office Park; "HD"-Hamlet Density
Residential.
i
g. Is the proposed action compatible with adjoining/surrounding land uses with a '/4 mile? Yes ®No
9. If the proposed action is the subdivision of land, how many lots are proposed? N/A
a. What is the minimum lot size proposed? N/A
Page 9 of 21 i
- i
10 Will proposed action require any authorizations) for the formation of sewer or water districts? ® Yes ®° No
11 Will the proposed action create a demand for any community provided services (recreation, education, police, fire protection?
MYes ® No
a If yes, is existing capacity sufficient to handle projected demand? El Yes ®No
12. Will the proposed action result in the generation of traffic significantly above present levels? ®Yes No
a If yes, is the existing road network adequate to handle the additional traffic. ®Yes ®No
D. Informational Details
Attach any additional information as may be needed to clarify your project. If there are or may be any adverse impacts
associated with your proposal, please discuss such impacts and-the measures which you propose to mitigate or avoid them.
E. Verification
I certify that the information provided above is true to the best of my knowledge.
Applicant/Sponsor Name Bruce A.Anderson,M..,S. Date 4/2/2008
Signature
Title Environmental Consultant
If the action is in the Coastal Area, and you are a state agency, complete the Coastal Assessment Form before proceeding with this
assessment.
Page 10 of 21
SITE PLAN ------------},
ICOR CJC 1 CORPORATION
VILLAGE OF GREENPORT
SI T UA TED A T . ,` �tiP� 2 o tU,�
TYPICAL STORMWATER UNIT GREENPORT, NY 11944
GREENPORT s g_3snutjll;D!t_W"P, - ( _
NOT TO SCALE)
i
CAS? IRON INLET FRAME & COVER (FLOCKHART #63518 TYPE 6840)
TOWN O F SOUTHOLD 12" CORRUG. PF DRAIN OR APPROVED EQUAL O
SUFFOLK COUNTY , NEW YORK PIPE OR APPROVED EQUAL - O
.'� TRAFFIC BEARING TYP. FINISHED GRADE_ �J
71
8 min. TRAFFIC BFARING COVER (n C
n
S . C . TAX No . 1000 - 45 - 04- 4. 1 ._r _ C�00 z
2'-0" T�
"-I > Fr1 = ITI
„+I " O r- to 7- / o� 748P O.MAIN BOX ROAD LLC
SCALE 1 " -20 1 R 0 r n } .4,11
RINGS (min.) r-O O G7
- n REINFORCED PRECAST CONC. CRUSHED 3/4" - 1-1/2 STONE Co U ,T1 _ OD SOUTHOLD, NY 1 1935
MARCH 4 1999 t (min.
4000 PSI a0 28 DAYS ��- ALL AROUND Z O O O -i S U B J E C T !� z X
o r = PREMISES o o� �,o
MAY 14, 1999 LOCATED ADDITIONAL WETLAND FLAGS ; a+ I U o oL �'��'' �'z
AUGUST 7, 2006 UPDATE SURVEY °r?qk X�
Y,r z UO z Fr,'v �I 43.3
OCTOBER 18, 2006 ADDED SITE PLAN o (_n
<
. a
JANUARY 22, 2007 REVISED SITE PLAN +k s; o �Cp c
FEBRUARY 2, 2007 SET LATH FOR SITE INSPECTION
JUNE 27, 2007 REVISED SITE PLAN CLARENCE JESTER n T'
SEPTEMBER 1 1 , 2007 ADDED PROPOSED SEPTIC SYSTEM CAKLAWN AVENUE EXT. I
OCTOBER 30, 2.007 REVISED SITE PLAN SOUTHOLD, NY 11971
MAY 23, 2008 ADDED EXISTING CLEARING LIMITS .
JULY 15, 2008 REVISED REAR PARKING N -
MARCH 19, 2009 REVISED SITE PLAN TO SHOW AREA OF DEVELOPMENT WITHIN 75' SETBACK OF WETLANDS GROUND WATER - FRONT s�REET
MAY 9, 2009 REVISE REAR PARKING AREA
MAY 18, 2009 REVISE REAR PARKING AREA
OCTOBER 1 1 , 2009 REVISED NOTES FOR B.O.H. SUBMISSION
DECEMBER 2, 2009 STAKE BLDG & REAR PARKING FOR SITE INSPECTION
FEBRUARY 22, 2010 REVISE SITE PLAN
AREDRAINAGE SY.S'TF.M CALCULATIONS: RIVERHEAD BUILDING SUPPLY
A - 0360ac. f�• DRIVEWAY AREA: 15,084 sq. ft. 1295 PULUILD STREET
15,084 sq.. ft. X 0.17 = 2,564 cu. ft.
2,564 cu. ft. 100.88 = 26 vertical ft. of 12` dia. leaching pool required
ROBERT BROWN RIVERHEAD, NY 11901
NOTES: PROVIDE (8) 12' dia. X 4' high STORM DRAIN POOLS M&N AUTO Inc. P.O. BOX 937
ROOF AREA: ffif96o 0. ft. 1= 74200 RTE. 25 GREENPORT, NY 11935
8,960 sq. ft. x 0.17 = 1523 cu. ft. m GREENPORT, NY 11944
1 . ELEVATIONS ARE REFERENCED TO AN ASSUMED DATUM Sts cu. ft.. / 100.88 = is vertical ft. of 12' dia. leaching pool required � BOSTWICK BAY Co.
EXISTING ELEVATIONS ARE SHOWN THUS: 2� PROVIDE (4t) 12' dia. x 4' high STORM DRAIN Pools
316 FOURTH STREET
2. ZONING: GENERAL BUSINESS "B" � THOMAS JURZENIA GREENPORT, NY 11944
3. P.O. BOX 285
POSED BUILDING COVERAGE = 8,960 SQ. FT. OR 19.8% OF LOT AREA 2" RAINFALL. CONTAINED WITHIN DRAINAGE RINGS. � GREENPORT, NY 11944
LI" FLAT REINFOIRCED TRAFFIC CONCRETE SLAB ARE INSTALLED ON ALL 8'-0" DIA.
4. ALL. EXISTING STRUCTURES TO BE REMOVED DRAINAGE RUNGS. o
5. LANDSCAPE AREA = 6,638 sq. ft. OR 14.7% OF LOT AREA i 12" DIA. CORRUGATED TRAFFIC BEARING PLASTIC DRAINAGE PIPING
6. NO SIGNIFICANT TREES GREATER THAN 6" DIA. FOUND WITHIN AREA TO BE IMPROVED. FOR ALL DRAINAGE WORK AS REQ. TYP. 100% RUNOFF ON ALL ROOF, PAVEMENT MA
]f�l f a!I, AND SIDEWAILK AREAS. 11-
7. EXISTING SHEDS TO BE REMOVED. J_ N/0/F SET LATH S ALL LEACHING POOLS SHOULD HAVE CAST IRON COVERS OR GRATES BROUGHT UP TO GRADE.
8. THE AREA TO BE DEVELOPED WITHIN THE 75' SET BACK FROM THE WETLANDS IS 4,610 sq. ft. 1,, ail, VILLAGE OF GREENPORT �L !I GLEN & SUSAN HEIDTMANN
AND IS TO THE LINE MARKING THE LIMITS OF CLEARING GRADING AND GROUND DISTURBANCE. VACANT = �dcj rd 1725 ANCHOR LANE SCALE 1 " = 1 00 '
SET LATH
_ �'' ��a �� O �` SOUTHOLD, NY 11971
- all, ,111, `�
SET LATH 1 SET LATH GS FOG O� ea PARKING CALCULATION:
alb all, FIA pNI g�
----------------------------------- all" W °opx oP�O ,f �f P� DRY STORE: 1� SPACE PER 200 SQUARE FEET
--- -- SET LATH = SINE o�D�Ro N F° O� (42 x 80')/200 = 16.8 = 17 SPACES REQ.
0, R°g APARTMENT: = 1 SPACE REQUIRED
SET LATH NYS`DE SET LATH GARAGE/S70RAGE & COMMON AREA: 1 SPACE PER 1000 SQUARE FEET
Ip C (62 x So')/1000 = 4.96 = 5 SPACES REQ.
# 5 - 's --- ---- NYSDE HANDICAP ED SACE (5% OF TOTAL) = 1 REQUIRED
NYSDEC Flags --� F/og C TOTAL RE UIRED = 24 SPACES = 24 SPACES
SET LATH � ----
aiJr S 82°24'5 o g (17) ` 4 PARKING S PACES PROVIDED = 28 SPACES
E
g Existing Water Main
LEGEND FOUND ;111, 1 �• ��'/ &,9��DIRT �ROAD �,/'
\'
CONC. MOW i1
S 82-24'50" S 89040'40" E 1 21 .70',99 FOUND PIPE FOUND
7RI
58, E 20.4 0.7 N. 0.4'W. CONC. MON. p p "
ST SANITARY SEPTIC TANK (8' DIA.) z �'• SET " N 89'40'40" W �+ y n A V I I �l S �, T S ; Proposed 1
o ► ' W�DEC X21.0 196.21' Fence Proposed Corporation Stop
011, o� 19.7 °9 J_ 1 - 1 /2" ASPHALT TOP WEARING COURSE HDPEoreT 1e (tap water main)
DP DISTRIBUTION POOL (10 DIA.) r� ;, # 6 X21.3 3- 1 /2" DENSE BINDER COURSE 'K' Copper P "
X
o 6" STABILIZED BASE pp Proposed 1 curb
11, a11, SET LATH 21.4X X ; stop & box with
service line
6 o
LP1 SANITARY LEACHING POOL 10' DIA. U! J_ (typ) cover
( ) N 41To Building
FUTURE EXPANSION POOL 10' DIA. X2,.� _ ► F1 DECD'
EP ( ) SET LATH X19.9 �q # 39
Typical Water Service Line
�.►T r
SET LATH �:ASQ / �'�� Detail
NDS F1ACs FIO>USURVEY X r\
INE OF WE'0 TOPOGR jE G1/31 Ip6 X 21.5 / \^ ��
1 v\ (No Scale)
TRAFFIC FLOW L$YPROBERT H• FOX DA 6 1X
0 X� 41 M/
---w PROPOSED WATER LINE �L s $�' O+ O
LIMIT OF CLEARING, GRADING1. - prO �j�
I. PITCH FOR STORMWATER FLOW �s & GROUND DISTURBANCE j5 ` S EM
------
T.G. , 25•5 T.G. 23.5 • �0 �� NYS SANITARY Y SYS T
D (NOT TO SCALE)
TOP OF CURB ELEVATION LA T.A. 3.0 T.A. 5.0 2-1-OX
EC �- O y
�' , � # 2 N Y � CA I
T.A. TOP OF ASPHALT ELEVATION ® SDEC
1 F FL. EL 25-Q: ROADWAY TYPE C I. FRAME ROADWAY TYPE C.I. FRAME ROADWAY TYPE C.I. FRAME
2-s 1 7 1 19 0 21 2 23 Flog 8' 0 & COVER (INSECT PROOF) FINISHED GRADE & COVER (INSECT PROOF) FINISHED GRAD & COVER INSECT PROOF
T.D. TOP OF CAST IRON DRAIN INLET ELEVATION LATH SET `�,�# o EL. 24.5 W. 24.5 ( )
AREA WITHIN 75' u> > 75 ;'"'� �-� J @1/4"/ft. (max.) (min.) EL. 23.51
o W E LAND S ET BAC -s 2-0" , -0 4" PVC
EL 22 8 ( 8" in. TRAFFIC BEARING COVER
WETLANDS SETBACK <t ctm 16 U1 O. Q CD �p N 8 VCIPIPEn. A@I'/B/RI(mn.)VER 2'-0' ,'-o"-�
M 41hCAST IRON PIPE
max.) (mm.)
NV. EL. 22.7 INV. EL. 22.5
0 12' DIA. X 4' DEEP STORM DRAIN LEACHING POOL 1 ,200 sq. ft. - T.G. 5 X 3,410 sq. ft. I o
INV. EL. 22.0 INV. EL. z1_8
Q- O -rl I
WITH OPEN GRATE o `� �'\ -� � 22'--°"
15 .6 SET TH 21.2 ^ I n � � In
a-o" 4"
-� c� °°
4" 4"
�i CRUSHED 3/4" - 1-1/2" STONE
ge O \\\ % � � � ALL AROUND
12' DIA. X 4' DEEP STORM DRAIN LEACHING POOL 4X 14 2�0 \`�P� �,- - - 3. -� '�-_- I Ed nd I
WITH SOLID COVER X22.3 C7 4.� -PILE OF- 5 Fence ' F`11 a \0 `� �
a 10. a..
X GRAVEL i I 1` \\ I I 8'-0' DIA. 3'-O"
SPARKING ARE S TH {
a
'� 4 \ / E3 W. - - ----- -- ------------I edge o 1 i I I '�,I i/ �\ I
26 WATT (1700 LUMENS) COMPACT FLUORESCENT LIGHTING FIXTURE MOUNTED �, 12 / �� 223 STOCKADE FENCE I 1 ,200 GALLON BorroM EL. 18.1 0
ON 14'-0" MIN. HIGH POLE mo I SEPTIC TANK NE
h N I -X 25 0 I �j a�� �j \ I GROUND WATER BOTTOM EL. 15.9
TOTAL AMOUNT OF FIXTURES (4) y� � m (� (3) LEACHING POOLS
FIXTURE PROVIDES AREA CUT OFF FLOOD LIGHT �� m E 1 1 4.
FIXTURE MANUFACTURED BY GLARE BUSTER D I -BROKEN ASPHAL CONC. & STONE - / 237 I Q
MODEL No. GB-2000 b v 2
FIXTURE IS DARK SKY COMPLIANT SET LA _ .4/ APRON T. . 24.5 TH y I D PSp
ISO-FOOTCANDLE CURVES . 25
DUMPST;=R _ 80.. .. 4.7 C� '. in P m
TEST HOLE DATA
26w FLOURESCENT/1700 LUMENS LATH'. . .... .. . p m r- o
4g.....' \ .......... .. _ \
\ Z TEST HOLE DUG BY McDONALD GEOSCIENCE ON OCTOBER 5, 2005
20' 10' 0 10' 20' I -1.'.'. (5 ARKING SP CES NSIDE BUIL G�..: ' > � � ( )
_ _
30' 30' 4 25 26 27 2 GR &OMULCH
❑ ❑ : :❑ .. \ EL. 24.s D' SANITARY CALCULATIONS:
CONTAINERS 22.0 GROUNDWATER MANAGEMENT ZONE IV
25.0 '' r _..... ... G MIXED SAND & LOAM
.... ...'
20' 20' _ 4 ":: (t 2'
- ... h GARAGE/STO GB_ ......� O
- 45A,12 SQUARE FEET .036 ACRES)
(G N RAL I NDU5TR1 A SPACE) .�..'.'. �
LOT AREA 8 A (1 S
0.25 EXISTING BUILDINGS 24.5 PILE 0 -\ BROWN CLAY CH PUBLIC WATER AVAILABLE
1 0' 1 0' STRUGTURI=S TO / GRAVE .. �.'.'.'..... . . . ... .PILE OF-' * _ a o
MAXIMUM ALLOWABLE DESIGN FLOW =
CRUSHED. STONE,
lh I '' oawE EL. 15.9' s.s' 1 .036 ac x 600GPD = 621 .6 GPD
0.5 BE REMOVED I � rn ":.'. . ( ) ( )
I/
CALCULATED DESIGN FLOW
f
25.0 ...... ..
FFL. EL. ;�5.0:....
0 0 �
D .. /:::'::::. ': (2) DRY STORES & COMMON AREA= 4,320 SF
3.2 4,320 SF x 0.03 GPD SF
I ----= .`._ : '::':'. _--- .---- . / = 130 GPD
Q GENERAL INDUSTRIAL SPACE = 4,000 SF
.....'.........
1 0 1 0 ... ... - L STORGE
SINGLE GB-2000/POST MOUNTED ® 14' HIGH M
` :. �. COMMON AREA... .. ...:�........ti: _ 00 SF x 0 04 GP
NTAINER
4,0 GPD/SF - 76 GPD
24'7......... _ �� O WATER IN BROWN CLAY CH
HORIZONTAL FOOT-CANDLES 4. APARTMENT (ABOVE GARAGE) = 2
. . . .......... ........ . ..........
SCALE 1 " = 10' 25' I CONC: .. 4.2 w.
COVER.... ... I v 000 SF
-{ >1 ,200 SF 300 GPD = 300 GPD
TEST,HOLEI. ... CJ n L J
- 26 WATT (1700 LUMENS) COMPACT FLUORESCENT LIGHTING FIXTURE MOUNTED PROP05ED ; < �
TOTAL DESIGN FLOW = 10,320 SF= 506 GPD
ON 10'-0" MIN. HIGH ON SIDE OF BUILDING AIC, UNITS I K
...
Irn
TOTAL AMOUNT OF FIXTURES (5) \ I I 46' L SYSTEM DESIGN
BROKEN ASPHALT. CONC & STONE�. m
SEWAGE DISPOSAL
FIXTURE PROVIDES AREA CUT OFF FLOOD LIGHT
X2si !::':''' :. ::.':RATSzEY .: :'' DESIGN FLOW:
/�1- "" 23.9 WATER IN BROWN FINE TO 506 GPD
FIXTURE MANUFACTURED BY GLARE BUSTER I 0 Y ":RENTAL SPACE:::::: 1 GONSTRUG�ION :_ COARSE SAND sw
uz A ! GREASE TRAP REQUIRED NOT REQUIRED
MODEL No. GB-2000 O d D (DRY STORE) i . .... (DRY STORL�) 28 Sr SEPTIC TANK REQUIRED 1 ,012 GALLONS
FIXTURE IS DARK SKY COMPLIANT I rnn 3 I . ""'
„I.. ... •• .. SEPTIC TANK PROVIDED 1 ,200 GALLONS
ISO-FOOTCANDLE CURVES I DC7 ! o LEACHING SIDEWALL AREA REQUIRED:
26w FLOURESCENT/1700 LUMENS I �z ".'.'..'. .. I p ATE = 338 SF
I O P. GH .... .:.... LEACHING PDSIDEWALL GHED GHT REQUIRED: R
• + • . . ' 338 SF 3
30' 20 10 0 10 20 30'
FENCE � X1 O : 0 . . > -t' 43.3 / 1 .4 SF VLF = 10.76 VLF
SET O o 7
USING 10'�
Z v 4.7.. SIDEWA ' ORY BRICK BU��D1NG LEACHING SIDEWALL HEIGHT PROVIDED. 3 xF 4.0 FVLF= 12.0 VLF
I LEACHING RINGS 31
4 t
20' 20' I �CfT __-- FEN f
0.1 A. 2 .5 o F NeD X2s EF 1.3'w. ➢
25 CONC. I F A ST D P 1 RON T.C1
7
PADHE 4.0' ,W CONC. Ap B C.13
10 10 BUILDING I C 4" 0 SDR 18 I�cA, g CUT
1 f c z.s'w.- I 1 1 4' PER F OT 7 ® 9❑ T.C.
a OUR
CONC.
❑ 3 5 4 20 ROOF T.C. a7 ° CURB B.c. 23-53
O O UTILITY - X - x�0 N OVERHANG B.c..
SINGLE GB-2000/WALL MOUNTED ® 10' OLE { LP2, -�P : 2g'N DRAIN g4
HORIZONTAL FOOT-CANDLES o AR<-+NEAR A ROKEN ASPHAL.ICO"C' �N �'t OVERHANG 'S RIM S 3�q
FJ' UT11JT t S s �
SCALE 1 = 10 I N 11 O� crt pAVEM pD�E
I I ®_ o I PROi�OSED TRENCH DRAIN 23' G 2 I'N ASPHALT ENT - WHITE LINE
I m T. 24.0 I T.A. 23.5 T.G. 23.0 , E HAN
0 - 70 WATT METAL HALIDE RECESSED MOUNTED LIGHTING FIXTURE r I a1� ° T.G. 24.5 X2� I T.G. 24.0 /o�E�°'WIC _ DOUgLEYEU_O1N LI"ES
10'-0" ON-CENTER UNDER CANOPY BAFFLE WITH CLEAR REFLECTOR RT18
TOTAL AMOUNT OF FIXTURES (7) I w I �� I " '� p0�
FIXTURE MANUFACTURED BY RUDD LIGHTING cn I L� LANDSGAPIN /SIGN °oN 15�No T APRON
MODEL No. R7MO7 I 9Ij
SPNA� 3
CO I 9`�AZa� CONC. ' WHITE EINE
1 .7 X30
C1 I A. ' AOPNAET CURBING i I
cI HAT APRON i X
X ASP L i * _ z n5 6 " 5
X23 2 5� ice' Z RRMINf
� I GUARD
FIRERANT I -POLE `1 " �
N PH T CURBING RD 2�Q NYD e ' O„ 1 �OVERHEAD WIRES X
IL � 53 � R SSRE�)
S \y , 1N
LE MARKER
N L CPug�IC WA pSPHAIT PAVEMENT
_ F1' 39
P
SIGN ASpHAIT PAVEMENT
UTILITY
4 GRASS
m CON T.G. T.C. 5
v T & RAIE C• CURB T. C �� OVERHEAD WIRE
B•
j FENCE T.C.�� ' HOLE COVER 22. 7
oma---MAN
EAD WIRES RIM Z2 @�
2.7 ^^7�
Lp01-E�.G. �� . � �UTIUN pOLE X
7 _
R.C.
DRP•IN APRON C
i
22
WHITE UNE
2 6 2 �_5 X
YE110W E1NE5 DTIIl�p93 ' RIMNl p5PHALT PAVEMEtJT
^^22 nn77 DpUBt-E X
WHITE UNE i p�NTER
i
Nathan Taft Corwin III
rr Land Surveyor
s ' f s Title Surveys - Subdivisions - Site Plans - Construction Layout
LF
f
UTI N1 #496 DRAIN A4
y PHONE (631)727-2090 Fax (631)727-1727
RIM
"` w •:1."m .C,•. ; OFFICES LOCATED AT MAILING ADDRESS
Ej
1586 Main Road P.O. Box 16
Jamesport. New York 11947 Jamesport, New York 11947
N.Y.S. Lic. No. 50467
26-265