HomeMy WebLinkAboutGroup for the East End
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Town Hall, 53095 Main Road
P.O. Box 1179
Southold, New York 11971
Fax (631) 765-6145
Telephone (631) 765-1800
southoldtown.northfork.net
ELIZABETH A. NEVILLE
TOWN CLERK
REGISTRAR OF VITAL STATISTICS
MARRIAGE OFFICER
RECORDS MANAGEMENT OFFICER
FREEDOM OF INFORMATION OFFICER
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OFFICE OF THE TOWN CLERK
TOWN OF SOUTHOLD
'TO:
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SoutholdT.!)Jn Building Department
FROM:
Carol Hydell, Southold Town Clerk's Office
DATED:
February 12,2008
RE:
Cesspool Construction Application
Transmitted herewith is a copy of application No. 3780 for a Cesspool/Septic Tank Constmction
Permit submitted by:
Group for the East End
Please review the application and location map and advise if this office may issue the permit.
Please complete the form below and return it to me. Thank you.
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I have reviewed the application and location map of the project cited above and make the following
recommendations:
APPROVE
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DISAPPROVE
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Comments: '::7"~~~~
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SOUTHOLD W ASTEW ATER DISTRICT
APPLICATION
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CONSTRUCTION or ALTERATION PERMIT
CESSPOOL or SEPTIC TANK
D Residential @ $10 or J(Non-Residential @ $25
Application No.
Applicant Name: G,eOl.AP pOl2. 'THe EAST END
Applicant Mailing Address: P. 0 . .8 0"
Septic Tank)2(or Cesspool 0
Permit No. 37 9 0
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Brief description of Propsed Construction or Alteration:
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Location of Proposed Construction! Alteration:
Owner of Property: GAO"'P' Pea.. 7l-t E cA,sr END
Owner Mailing Address: P.o. 8-ox 17~:J.-
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Property Address: S '-/ e-'1S" M ~ Jlv R 0 A D (1<.0........ c. 01.5)
-50......77+0'-0 I N'I J /97 ,
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Name and Telephone No. of Contact Person: RotS./fYl.r.s. DE.LJ.A.c.A-
Tax Map No.: Section: '=' ~ Block: 0 J
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Nearest Cross Street: Y t}~",fi..SAII~.
NOTE: LOCATION MAP MUST BE SUBMITTED WITH APPLICATION. NEW.
CONSTRUC'I'lON REQUIRES SURVEY WITH HEALTH PARTMENT ~PROVAL.
1/9"71
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Lot:
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Re,ceived by: 'c v.tlt-
Siganture of Applicant
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....lER TABlE ENCOuNTERm 28. BGS. .-oYAHCfI) BOftING 10 32. BGS
~... INORGANIC llEDM/ ...... "",,",-y SORml,
'MTH 2 f1NE GRAVEL.
NO ODOR, NO STAINING
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SEWAGE DISPOSAL SYSTEM CALCULATIONS
(GROUND WATER MANAGEMENT ZONE IV)
1. ALLOWABLE DESIGN FLOW - 600 GPD/ac. X 0.535 oc.
~ 321 GPO
1. PROPOSED DESIGN FLOW (OFFICE AREA)
CALCULA110N CAN BE AS FOLLOWS, 3.S00 sf X 0.06 GPO/sf _ 210 GPO
2. SEPTIC TANK CAPACITY REQUIRED ... 210 GPO X 2 DAYS = 420 GAlLONS
USE 1,200 GALlON (8' DIAMETER X 5' UQUID DEPTH)
3. LEACHING POOLS REQUIRED:
USE 1 (8' dio. X 12' HIGH SECTIONS) + SOUD DOME
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ROADWAY TYPE C.t. FRAME
& COVER (INSECT PROOF)
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FINISHED GRADE
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4. PVc PIPE @l/S'"/fl(min.)
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1,200 GALLON
SEPTIC TANK
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GROUND WATER
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(min.)
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Abandonment of existing sanitary system must be in
comformance with department requirement Submit
completed form WwrvI- S?'O as proof.
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SuHolk County Depar,' ;,:;nt eJf f-};:,"ith SC"V~cc.s
,iOi,4(}tllel' ;1\~LE1 Singh, FaI:~i1v
Reference, j c./.;)-cn- c::o\~ Design F'lmri 'LIO~f>J
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'fh.8se pJGJ'i~, h'.:;vc IX;QIl l\:rIItt;,;'.::d ih:; i,~i~{':\ '
County DeiJ.:iiLm1;nt oi' l.~.saLlt l'clatillf'_ '1:>
supply au::! G('wagc: di8P03{1~~, nGgardlesiJ of any om]SG~_(U::,
inconsistencies c1' !Eek of dctr:il cG-::!Bt!'udhn 53 requiTed to hr: hi
accordance with tb:; HHadi2d conditions 8n_ct a9P~i;~;ble
standards, Im!efB spe~incuHy by g:!,e Department. Til~.s aZ~i':n};l;]J
expires 3 years from. the approval daw~ UfI" ,.:><~,-, 12i.:tonded OT n-:-n2:7ied.
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ApprovalDate Reviewer.
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STORAGE AREA PARKING SPACES
~EQUIRED: 2 SPACES (1,661 sq. ft. STORAGE AREA/l000 sq. ft.)
1 SPACE/l000 sq. ft. OF STORAGE SPACE
TOTAL PROVIDED: 18 SPACES
BUILDING AREAS NOT INCLUDED IN PARKING CALCULATION = 1,270 sq. ft.
(KITCHEN. COPY ROOM. LIBRARY. RECEPTION AREA. ENTRY. CONFERENCE ROOM. BATH ROOMS. CLOSETS ole HALLWAY)
LANDSCAPE DATA
PROPOSED LANDSCAPE AREA = 10,595 sq. ft or 45.4% OF LOT AREA
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DESCRIPTION AREA " LOT COVERAGE
EXIST. BUILDING 1,965 sq. fl. 8.."
EXIST. GARAGE .90 sq. fl. 2.1"
EXIST. WOOD PORCH 159 sq. fl. 0.7"
EXIST. SLATE PORCH 259 sq. fl. 1.1"
EXIST. SLATE WALK 107 sq. ft. 0.5"
EXIST. WOOD RAMP U sq. fl. 0.1"
TOTAL 3.00. sq. fl. 12.9"
LOT COVERAGE DATA
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LEGEND:
UNAlITHORlZED ALTERATION OR AOomON
TO THIS SURVEY IS A VIOLATION OF
SECTION 7209 or lHE NEW YORK STAlE
EDUCATION LAW.
COPIES OF THIS SURVEY MAP NOT BEARING
THE LAND SURVEYOR'S INKED SEAL OR
EMBOSSED SEAL StW...L NOT BE CONSIDERED
TO BE A VAUD TRUE copy,
CER11FlCATlONS INDICATED HEREON SHAll. RU
ONLY TO THE PERSON FOR WHOM THE SUR\'
IS PREPARED. AND ON HIS BEHAlF TO THE
TfTtE COMPANY, GOVERNMENTAl AGENCY AND
LENDING INSTITlITlON USTED HEREON. AND
TO niE ASSIGNEES OF THE LENDING INSTJ-
TUllON. CERTlACA110NS ARE NOT TRANSFERAl
@ PROPOSED FUTURE 50% EXPANSION POOL
@ PROPOSED 8' DIA. 12' DEEP LEACHING POOL
flY PROPOSED 1,200 GALLON SEPTIC TANK
.. PROPOSED TRAFFIC FLOW
THE EXISTENCE or RIGHT or WAYS
AND/OR EASEMENTS or RECORD. IF
ANY. NOT SHOWN ARE NOT GUARAHTEE
. - 26 WATT \ 1700 LUMENS) COMPACT f'"LUORESCENT LIGHTING FIXTURE MOUNTED
ON 10'-0' MIN. HIGH POLE
TOTAL AMOUNT OF FIXTURES (4)
FIXTURE PROVIDES AREA CUT OFF FLOOD LIGHT
FIXTURE MANUFACTURED BY GLARE BUSTER
MODEL No. GB-2000
FIXTURE IS DARK SKY COMPLIANT
~ - 23 WATT (1300 LUMENS) COMPACT FLUORESCENT WALL
MOUNTED LIGHTING FIXTURE
TOTAL AMOUNT OF FIXTURES (5)
FIXTURE IS DARK SKY COMPLIANT
PREPARED IN ACCORDANCE WITH THE UININUM
STANDARDS FOR TITLE SURVEYS t.S ESTABUSHEO
BY THE L1ALS. AND APPROVED AND ADOPTED
FOR SUCH USE BY THE NEW YORK STATE LAND
mu ASSOCIATION.
Nathan Taft Corwin
Land Surveyor
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Title Surveys - Subdivisions - Site Pions - Construction LOJ
PHONE (631)727-2090
Fox (631)727-17;
MAILING ADDRESS
P.O. Box 1931
Riverhead. New York 119(
50467
OFFICES LOCATfD AT
322 Roanoke Avenue
Riverhead. New York 11901
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TYPICAL STORMWATER UNIT
TOTAL STORAGE PER UNIT = 434 cf
(NOT TO SCALE)
FlNISHEO GRADE
CAST IRON INLET FRAME &< COVER (FlOCKHART #63518 'NPE 6340)
OR 6- THICK REINFORCED CONe. COVER
18" CORRUG. PE DRAIN
PIPE OR APPROVED EQUAL
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min.
0.511 MIN.
-ro;;r-OO UNIT
SOUD DOME
E1NFORCED PRECAST CON .
4000 PSI 0 28 DAYS
18" CORRUG. PE DRAIN
PIPE OR APPROVED EQUAL
8'-0"
3'-0"
(min.)
lEACHING RINGS
REINFORCED PRECAST CONC.
4000 PSI 0 28 DAYS
3'-0"
(min.)
CRUSHED 3/4" - 1-1/2' STONE
ALl AROUND
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GROUND WATER
DRAINAGE CALCULATIONS
FOR 2" RAINFALL
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PAVEMENT (BLUESTONE) AREA = 9,595 sq. ft.
9,595 sq. ft. X 0.17 X 0.6 = 979 cu. ft.
PAVEMENT (ASPHALT) AREA = 342 sq. ft.
342 sq. ft. X 0.17 X 1.0 = 58 cu. ft.
1,037 cu. ft. / 42 = 24.7 VF ,
PROVIDED (4) 8' DIA. X 7' DEEP DRYWELLS
ROOF AREA (BUILDING & GARAGE) = 2,614 sq. ft.
REQ'D - 2,614 sq. ft. X 0,17 X 1.0 = 444 cu. ft.
444 cu. ft. / 42 = 10.6
PROVIDED (3) 8' DIA. X 4' DEEP DRYWELLS
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GROUP FOR THE EAST END
SITUATED AT
SOUTHOLD
TOWN OF SOUTHOLD
SUFFOLK COUNTY, NEW YORK
S.C. TAX No. 1000-62-01-04
SCALE 1 "=20'
APRIL 17, 2007
JULY 30. 2007 ADDED SITE PLAN
SEPTEMBER 28, 2007 REVISED SITE PLAN
OCTOBER 9, 2007 REVISED SITE PLAN
NOVEMBER 30. 2007 REVISED PARKING SPACES
AREA = 23,320 sq. ft.
0.535 oc.
CERTIFIED TO:
GROUP FOR THE EAST END
GROUP FOR THE SOUTH FORK
SUFFOLK COUNTY NATIONAL BANK
FIDELITY NATIONAL TITLE INSURANCE COMPANY OF NEW YORK
APPLICANT:
GROUP FOR THE EAST END
P.O. BOX 569
BRIDGEHAMPTON, NEW YORK 11932
NOTES. .
1. ELEVATIONS ARE REFERENCED TO AN ASSUMED DATUM
EXISTING ELEVATIONS ARE SHOWN THUS;~
EXISTING CONTOUR LINES ARE SHOWN THUS; - - - - 50 _ _ _ _
F.FL - FlRST FLOOR
G.FL - GARAGE FLOOR
2. THIS PROPERTY IS IN ZONING HAMLET BUSINESS HB
FRONT YARD SETBACK - 15'
SIDE YARD SETBACK - 10'
BOTH YARD SETBACK - 25'
REAR YARD SETBACK - 25'
LANDSCAPE AREA - 25%
LOT COVERAGE - 40%
3. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD
OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS,
4. EXISTING SEPTIC SYSTEM STRUCTURES SHALL SF PIIMPFD r.1 FAN ANn
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SUBJECT
PREt.4ISES
. OLE DATA 2007)
TEST H UP ON FEBRUARY 22.
MILLER ENVIRONMENTAL GRO
(TEST HOLE DUG BY EL ~8. "4, . O~ AND ORGANIC = SAND. POORLY SORl[[),
.' # 2 /TAN INORGANIC M
. BROWN{ I, GRAVEL
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