HomeMy WebLinkAbout47595-Z t uFFa��
I,scpG, Town of Southold 9/24/2023
y�� P.O.Box 1179
W `? 53095 Main Rd
oy o� �tSouthold New York 11971
CERTIFICATE OF OCCUPANCY
No: 44578 Date: 9/24/2023
THIS CERTIFIES that the building IN GROUND POOL
Location of Property: 350 Grove Dr, Southold
SCTM#: 473889 Sec/Block/Lot: 80.4-21
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
2/24/2022 pursuant to which Building Permit No. 47595 dated 3/24/2022
was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for
which this certificate is issued is:
accessory in ground swimming pool fenced to code as applied for.
The certificate is issued to Helf,John&Laura&Ano.
of the aforesaid,building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 47595 4/25/2023
PLUMBERS CERTIFICATION DATED
Autriz d Si at e
o�SUFFotK�, TOWN OF SOUTHOLD
�y BUILDING DEPARTMENT
y x TOWN CLERK'S OFFICE
oy o� SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 47595 Date: 3/24/2022
Permission is hereby granted to:
Helf, John
PO BOX 255
Peconic, NY 11958
To: Construct in-ground vinyl swimming pool at existing single family dwelling as applied
for.
Minimum 10 foot setback from property lines required for pool and equipment.
At premises located at:
350 Grove Dr, Southold
SCTM #473889
Sec/Block/Lot# 80.4-21
Pursuant to application dated 2/24/2022 and approved by the Building Inspector.
To expire on 9/23/2023.
Fees:
SWIMMING POOLS -IN-GROUND WITH FENCE ENCLOSURE $250.00
CO- SWIMMING POOL $50.00
Total: $300.00
Building Inspector
pF SOUj�,QI
0
Town Hall Annex Telephone(631)765-1802
54375 Main Road
P.O.Box 1179 aQ sea n.devline-town.Southold.ny.us
Southold,NY 11971-0959 QIyCOU�'��
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICAL COMPLIANCE
SITE LOCATION
Issued To: John Helf
Address: 350 Grove Dr city:Southold st: NY zip: 11971
Building Permit#: 47595 section: 80 Block: 4 Lot: 21
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: Electrician: Gerarti Electrical License No: 40564ME
SITE DETAILS
Office Use Only
Residential X Indoor Basement Service
Commerical Outdoor X 1st Floor Pool X
New X Renovation 2nd Floor Hot Tub
Addition Survey Attic Garage
INVENTORY
Service 1 ph Heat Duplec Recpt Ceiling Fixtures Bath Exhaust Fan
Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures Smoke Detectors
Main Panel A/C Condenser Single Recpt Recessed Fixtures CO2 Detectors
Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO
Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors
Disconnect Switches 4'LED Exit Fixtures Sump Pump
Other Equipment: Intermatic Pool Panel 8 Circuit/4 Used, Pump 220GFI, Salt Generator, 4 Lights w/
Color Switch 120GFI 100W Pool Transformer, 10 Step Lights
Notes: Pool
Inspector Signature: Date: April 25, 2023
S.Devlin-Cert Electrical Compliance Form
s Li —7 S71 S-- 3 S 0 6t AZ W
* * TOWN OF SOUTHOLD BUILDING DEPT.
631-765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
( ] FOUNDATION 2ND [ ] INSULATION/CAULKING
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL
REMARKS: o
U IA
J -
DATEA,
qKq�oeOF SOUKh
# # 1 LD1 N
TOWN OF SOUTHOLD BUILDING DEPT.
°`ycourmN�' 631-765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] I LATION/CAULKING
[ ] FRAMING /STRAPPING [ FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ]. PRE C/O [ ] RENTAL
REMARKS:
• r
C� PUI
v ov*y ` v r
fee."�c! ✓d c.
PA -►8 a�
l
DATE INSPECTOR
SOUTyO� H 159 6, Cf t-a le 0?--
TOWN
?TOWN OF SOUTHOLD BUILDING DEPT.
co 631-765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION/CAULKING
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL
REMARKS:
DATE INSPECTOR �_-`®
FIELD INSPECTION REPORT DATE COMMENTS
� ro
FOUNDATION(1ST) (��M
------------------------------------
FOUNDATION(2ND)
W o
L O
C '1
ROUGH FRAMING&
PLUMBING
O
INSULATION PER N.Y. H
STATE ENERGY CODE
r--
Y .
FINAL
ADDITIONAL COMMENTS
3 of 2:L - 00 rrc. # 101 3.,P\ .
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.� =o�S�FPUrp�oGy�\ TOWN OF SOUTHOLD—BUILDING DEPARTMENT
H: Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959
Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtowgU.gov
Date Received
APPLICATION FOR BUILDING PERMIT
For Office Use Only I 1
PERMIT NO. �72t5-- Building Inspector: FEB 2 4 2022
Applications and forms must be filled out in-their entirety.Incomplete 'Y'"?, �- --h
applications will not be accepted. Where the Applicant is not the owner,an T C r
Owner's Authorization form(Page 2)shall be completed.
Date: 7 A ( p Z Z_
OWNER(S)OF PROPERTY:
Name: SCTM#1000- ,
Project Address:
Phone#: Email:
Mailing Address:
CONTACT PERSON:
Name:
ess:
Mailing A r. '�Cp... r � •—G4�{vc.�/.. /U- ...../l. Z . ...
Phone#: a98_ �l Email:
DESIGN PROFESSIONAL INFORMATION: '
Name:
Mailing Address:
Phone#: Email:
CONTRACTOR INFORMATION:
Name: CJ
41
u✓�j.
Mailing Address:
Phone#:
Email:
C0
DESCRIPTION OF PROPOSED CONSTRUCTION _
❑New Structure ❑Addition ❑Alteration []Repair ❑Demolition Estimated Cost of Project:
Other_1-n51 l /L a 3yih k,/ _LU goo l $
Will the lot be re-graded? ❑Yes NNO Will excess fill be removed from premises? es ❑No
1
l
PROPERTY INFORMATION
Existing use of property: �A ' Intended use of property: � � -174 P
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
this property? ❑Yes ONO IF YES, PROVIDE A COPY.
❑ Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by
Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone
Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings,
additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,
housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are
punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law.
Application Submitted By(p In name)- c�� ►uthorized Agent ❑Owner
Signature of Applicant: ,(, Date:
STATE OF NEW YORK)
SS:
COUNTY 0 )
being duly sworn, deposes and says that (s)he is the applicant
(Name of in vidual si Hing contract)above named,
(S)he is the
(Contractor,Agent, Corporate Officer,etc.)
of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this
application;that all statements contained in this application are true to the best of his/her knowledge and belief; and
that the work will be performed in the manner set forth in the application file therewith.
Sworn before me this
93 day of 1--23 f-JOLrv4 , 20A a
Notary Pub '
ALEXLIS A BIRKMIER
PROPERTY OWNER AUTHORIZATION Notary NO+101-State ofB1641561gewYork
Qualified in Suffolk County
(Where the applicant is not the owner) My commission Expires Mar 22,2025
I, ���� l"l fT��� $�' residing at 3S0- fled tlF -71
do hereby authorizeK�® �;rv-- Vcp[ G"xr-- /to
9apply
on
YS
my behalf to the Town of Southold Building Department for approval as described herein.
1 Owner'`s�,iignatu Date
Print Owner's Name
. 2
1 S0
Town Hall Annex . Telephone(681)765-1802
5W5 Main Road '.
H , Q�030 7O nP.O.Box I179 roOar.richertW3opp
ny us
Southold,NY 11971-0959
BUIING pEPnnTM. T
TOWN of soumom
APPLICATION FOR ELECTRICAL INSPECTION
REQUESTED BY: Date:
Company Name: ; ELS 4"1, ,
• Name: _
SIV!•
License•No.: Mt ��i
Address: -
-Occr 1.6
Plo:• _ � � Ute
PA
phone z
408StTE INFORMATION: (1nciicatesr required information)
Name:
'Address: 8E lb P-A-0 �b(-�
'CrossZtreef; Iz -Do V b V-1V
"Phone-No.: Z I to 1
Tax•Map District: 1000 Section: Block: Cj Log.
V IEP•DESCRiPTIOWOF WORK(Please Print Clearly)
(Pleese'Circle All Th at'Apply)
Is job ready for inspection: YES'/ O Rough In Final
*Do•you-need a Temp Certificate: YES!
TWO Infoematioa'#f needed)
*Servlce'Size: -1 Phase 3Phase 100• 150 200 300 350 400 Other
*Ne'r Service: Re-connect. Underbround Number of Meters Change of Service Overhead
Additional 9nformation: PAYMEIVT.f3.UE WITH A213LICATION
82=Re4uest forinspectlon Forth
1
i
'1'otm H2l1 Annex 41 3 Telephone(621)765-1802
54375 Mi7m.Road (G9t17G�•hs5
P.O.aox 117s ►. .<s roger.richerf aC 'o`wn.soo�7d.nytas
Southold,NY 11971-0959
I.
BEING DEPARTMENT
TOWN CIF'So TEXOnz
APPLICATION FOR ELECTRICAL INSPECTION
REQUESTED BY: Date:
Company Name: f-)i (-i)
Name:
License No.: R-
Address: d(��. A9 �
Phone No.: a — -
jOBSIT'E INFORMATION: (*Indicates required information)
*Marne: CitrtFPJ LLQ
"Address:
*Cross Street:
*Phone No.: Z- $ 1
Permit No.: '�?
Tax-Map District: 1000 Section: 8;D Block: b Lot:
*SRIEP DESCRIPTION OF WORK(Please Print Clearly)
jPf ease Circle AX That Apply)
*Is Doti ready for inspection: YE5/ ® ` Rough In Final
*Do-you need a Temp Certificate: YES
Tamp Informatton(If needed)
*Service Size: 1 phase 3Phase 100 150 200 300 350 400 Other
*New Service: Fie-connect. Underground Nurrmber of Meters Change of So o%:ce Overh d
Additional information: PAYMENT DUE WITH APPLiCA'riON
82-Request for Inspection Form
I
I- /� 'I-�r�lca2�c/ 3r✓� eJ ene
STEEL OR WOOD SURVEY OF
EXTRA STRENGTH FILTER FABRIC POST (TYP.)
REQ'D. WITHOUT WIRE MESH SUPPORT LOTS 1 8c 13 8c P 0 14
NOTES:
TO BE USED WHERE TOPSOIL 1S NECESSARY FOR 1. AREA CHOSEN FOR STOCKPILING OPERATIONS 10' MAX. O.C. SPACING
REGRADING h VEGETATING DISTURBED AREAS. SHALL BE DRY AND STABLE, W/ WIRE SUPPORT FENCE MAP OF
TEMPORARY STOCKPILE STABILIZATION MEASURES INCLUDE 2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 2:1. 6' MAX. O.C. SPACING
VEGETATIVE COVER, MULCH, NONVEGETATIVE COVER, AND 3. UPON COMPLETION OF SOIL STOCKPILING, EACH
PERIPHERAL SEDIMENT TRAPPING BARRIERS. THE PILE SHALL BE SURROUNDED WITH EITHER SILT W/0 WIRE SUPPORT FENCE R EYD O N SHORES
STABILIZATION MEASURE(S) SELECTED SHOULD BE FENCING OR STRAW BALES, THEN STABILIZED WITH :• ..'+
APPROPRIATE FOR THE TIME OF YEAR, SITE CONDITIONS, VEGETATION OR COVERED. i "
AND REQUIRED PERIOD OF USE. 2 _� -� " •': L F1 OW BL 0 CK H
SLOPE OR LESS •'�"�� FILE No. 631 FILED JULY 1, 1931
W W V W 1
STABILIZE ENTIRE PILE
WITH VEGETATION OR COVER _ '•�,.'•`i �.'::-•:•:
W W W W W W W AB +•
•ATTACH FILTER FABRIC SECURELY
W W W W W W W �• W v TO UPSTREAM SIDE OF POST SITUATE
W W W W W W W W W W W
BAYVIEW .
W W •► .► W W m \�\/\\�\\j \ '� ,SIL.T FENCE DE.'TA/L•S
NOT TO SGLLE TOWN OF SOUTHOLD . ,
STRAW BALES OR SILT FENCE NOTES: SILT FENCE SIL;11. BE PLACED PARALLEL TO SLOPE CONTOURS TO SUFFOLK COUNTY, NEW YORK
MAXIMIZE PONDING LFFCIENCY. INSPECT AND REPAIR SILT FENCE AFTER
EACH STORM EVENT AhO REMOVE SEDIMENT WHEN NECESSARY. REMOVED
SOIL STOCKPILE SEDIMENT SHALL BE C�POSITED TO AN AREA THAT WILL NOT ALLOW S.C. TAX N o. 1000-80-04-21
OFF-SITE TRANSPORT.,
, SCALE 1 "=30'
(NOT TO SCALE) '
STEELIGH POLE OR WOOD(POST I FEBRUARY 22, 201
FLOW HAY BALES 2"x2" STAKES
FLOW (TWO EACH BALE) �0�/�
COMPACTED GRADE AREA = 2,913 sq. ft.
BACKFILL DRAINAGE 0.480 CJC.
SL�Opp ° INLET
\4" X 6- TRENCH
W/ COMPACTED
���0 x � QG. \\•, BACKFILL BALES 4" R SET
�.- IN 4" TRENCH NOTES:1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM
ELEVATION EXISTING ELEVATIONS ARE SHOWN THUS: AU
Q � EXISTING CONTOUR LINES ARE SHOWN THUS:-----XX---- -
0 0 PO/ 13.1 �1T.9 DETAIL
� HAYBALE BARRIER ® INLETS F.FL. - FIRST FLOOR
(NOT TO SCALE) G.FL. - GARAGE FLOOR
� 2. MINIMUM SEPTIC TANK CAPACITIES FOR 1 TO 4 BEDROOM HOUSE IS 1,000 GALLONS.
14¢'>•;i•' y7r X t TANK; 8' LONG, 4'-3" WIDE, 6'-7" DEEP
•� � ,I 3. MINIMUM LEACHING SYSTEM FOR 1 TO 4 BEDROOM HOUSE IS 300 sq ft SIDEWALL AREA.
WRES V 3 LEACHING GALLEYS 4' DEEP (4.75'x 8.5')
fs��"`` .• HaL <�- os �,�\ F ° _ Y PROPOSED SEPTIC SYSTEM DETAIL J.�P POSED EXPANSION GALLEY
4 PROPOSED
\ �� 9nf f \ \ �1gry - - �uss.1 i (NOT TO SCALE) 11j PROPOSED LEACHING GALLEY
C+ y FINISH GRADE
FINISHED GRADE
�d Axa 4'�� ELEV. 14.5' ELEV. 14.5'
r7 � �` \ �d ,�•f0 �� ®PROPOSED SEPTIC TANK
,A �.
ve , ��, d• t\ * •Y ✓/i.,2. •� 1' MIM. TOP EL. 12. 1' MIN. -
� TOP EL 13.5' 4. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD
(2� Q yti X 14 O MIN. 4' DIA. 8'
(� I� •p yam+ E SEPTIC LEACHING L CHING T 3' CLEAN OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS.
1${ $. A-... �� \ 0�0 a I I APPROVED PIPE TANK APPROVED PIP GALLEY GALLEY ? SAND
{t�/� INV. EL 5. EXISTING SEPTIC SYSTEM STRUCTURES SHALL BE PUMPED CLEAN AND
NNj� min. PITCH 1/4'/1' min. PITCH 1/8"/t' O O 1 COLLAR
12'7 INV. EL 12.5' INV. EL. tt.9' REMOVED IN ACCORDANCE WITH S.C.D.H.S. STANDARDS.
>( INV. EL.
/ / � 1 �"'-8-"I 12.0' : •{f--rB•. {"'-8•�'•'e';"{ .Zw
NOT TO SCALE � ? :':` '�` :>: ;00
:•..�,.•:::::;:;.>: f� T HIGHEST EXPECTED GROUND WATER
BOT, EL. 8.3' ELEV. 3.5'
Ci.::.;':;'•'::.;.:.:.... / 50' MIN.
D. e.
OR TO BE SUFFICIENT TO
KEEP SEDIMENT ON SITE
SI DTIC TANK (11 BEACHING GALLEYS (3)
R ►- �. `PS �g ;':':.'; \ / I MAY BALES AND/OR
TYPICAL STORMWATER UNIT ` ':':-.s,.. �"''• 1. MINIMUM SEPTIC TANK CAPACIIIES OR A i TO 4 BEDROOM HOUSE IS 1,000 cAllorls.
►. O. 3f` 1 TANK; B' LONG, 4'-3"WIDE, B'--?"DEEP 1. MINIMUM LEACHING SYSTEM FOR 1 TO 4 BEDROOM HOUSE IS 300 sq ft SIDEWALL AREA ¢ SILT FENCING ,
(TOPS TO BE TRAFFIC BEARING �? '''' •:' �',.t;:;: / 3 GALLEYS; 4' DEEP, (8.5'x 4.75') a
) 7 / [v 2. CONCRETE SHALL HAVE A MINMU`f COMPRESSIVE STRENGTH OF 3,000 psi AT 2B DAYS. I
U - 2. LEACHING GALLEYS ARE TO RE CONSTRUCTED OF PR'.CAST REINFORCED ':ONCRL'TE (OR EQUAL) 4
NOT TO SCALE 2 3. WALLTHICKNESS SHALL 8E A M:' !M OF 3", ATOP THICKNESS OF 6" AND A BOTTOM THICKNESS OF 4". LEACHING STRUCTU?ES, SOLID DOMES AND/OR SLABS
•-rn, nn.c..r,y rn r� �r. .,ni is 0 ^;6
( ` WA _BOTTOM ANC 70F S; �^,O^•A r.,. NG ,-i _ ,-D FORCE CF 3 J ,
• H A ALL 115. 8 I - z-.':io^-� _q rr.,,.., �•
_ e I ,•AVE rc r rr cnn^.-: W rnx•. rqc i _,i _
FLOCK 83316 TYPE 884C - ' \ � _ - -- - •--•�'-"�• ---_ - - - - _
..�.:...'.'.... F, .�'.. .'% 1 .� �:""�-4t'A11 JOINTS SHALL BE SEALED'"S( •��': -ilk. iANn IS WAT ERiT::-D'.a
CASs IRON INLET FRAME h COVER ( HART>f ) e ...:... � t::::::�::.:':'.. . � ,......,..... ... .,..-. ,•, ,�_,P r -.-•--=•v r - - `=--•�..-..- -
OR.6" -!!C!C.RE!NFORCED-GONG.-COVER-.-.• - -�"• ,• �- - � \t 'SG:.;:::g;:.:: :� FO,>. SPG � 4.A 10' min. DISTANCE Bcl',!�EN LEACHING GA;AE'(8/dJJ WATfJi JNL --n�MAUviAl vi"kZ"'• .. ,
ryU \0 5.THE SEPTIC TANK SHALL BE INSTA;.EC AT LEVEL IN ALL DIRECTIONS (WRH A MAX-TOLERANCE OF 11/4' 5. AN 8' min. DISTANCE BETWEEN AU LEACHING GALLEYS AND SEPTIC TANK SHALL BE MAINTAINED. Q m
- z_
•.►/, .,,;.;.•t::•.;::: 5� ON A MINIMUM 3'THICK BEL)OF ^MPACTED SAND OR PFA GRAVEL
8"TRAFFIC BEARING SLAB 1'-O) - L�� .- ".:i:5 "' '"� I �'` / 6.A 10' min. DISTANCE BETWEEN SEQIC TANK AND HOUSE SHALL BE MAINTAINED. ------------------
max. o
IPE FROM ROOF CURERS . ' \ x TEST HOLE DATA
x /-
146 p
e'-o' .•'�:. • r.:;::.:::1 ` � c�, � (TEST HOLE DUG BY NATHAN CORWIN L.S. ON FEBRUARY 22, 2018)
E L. o. I
CRUSHED 3/4' - 1-1/2' STONE �' •►- \ t DARK BROWN LOAM OL HAY BAYS AND/OR
O ALL ARGUN 5� : X \ ,- �/•� 0.5, SILT FENCING
w ,x0 �' '• SY
,� • \ / J ,w J BROWN SILTY SAND SM PLAN VIEW
LEACHING RINGS 9� O A ; \` V _
m REINFORCED PRECAST CONC. .� ``\ �O -:
3. 4000 PSI 0 28 DAYS O ► •/ ` U' '
4' (min.) l�C.` O % Z� .a / \ 40 \ / Ac
,.''. -
C4 4 poi S�O�GK ti 14
:> opo= ��, �� W�4
(STING GRADE
7O L=S r / H 1 �`F w2 �� . ti • •• ROAD
0
ivy ��„ �• /� /� \ I �� n' O r a '- BROWN FINE TO MEDIUM SAND SP
q "4 HAY BALES AND/OR
O .. SILT FENCING
GROUND WATER t" 'Yom - /X 1 R O e• CONSTRUCTION ENTRANCE BASE OF
•' • ► �V• 10.2' \° � "" /'__� o EL 3.5' HIGHEST EXPECTED GROUND WATER COMPACTED 3/4"STONE BLEND
•• 77' TEST WELL No. USCS 4105134072243501 C 13328A OR N.Y.S. D.O.T.APPROVED R.CA
r .►• / G 12.0 t�� ' ., �i / U 4: - - FILL TO 18" MIN.ABOVE EXISTING
• rt R; ��• _ \`,. \ O20 EL 2.0' a 12.5' GRADE TO ALLOW FOR DRAINAGE
STORMIYATER MANAGEMENT NOTES: r + 1 s�`°op �a z O O� y ; Ati 1<W CROSS SECTION
1. ANY WORK OR DISTURBANCE, AND STORAGE OF CONSTRUCTION ► '' e,;r FA 3� /i" cy
(> by A�
MATERIALS SHALL BE CONFINED TO THE LIMIT OF CLEARING :, , ' ti Y �' w C' "a O
AND/OR GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. G``'`�P ? CJI• a i�'CzI � TEMPORARY CONSTRUCTION ENTRANCE
2. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, ' �,; 9�FS� a '� 'til U Q EXISTING BUILDING COVERAGE (NOT TO SCALE)
A CONTINUOUS LINE OF SILT SCREEN (MAXIMUM OPENING OF • '' ' j'� 11.7 Cq Q�. 11.4 vi �?0 DESCRIPTION AREA % LOT COVERAGE
U.S. SIEVE #20) SHALL BE STAKED AT THE LIMIT OF CLEARING ►p x �Q9 HOUSE 9so sq. tt. 4.SY•
AND GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. 1 o f CF. >p ,4i
THE SCREEN SHALL BE MAINTAINED, REPAIRED AND REPLACED AS rye-. oeCF� C IZ GARAGE 970 sq. ft. 4.8%
OFTEN AS NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL j � PREPARED IN ACCORDANCE WITH THE MINIMUM
DISTURBED AREAS ARE PERMANENTLY VEGETATED. SEDIMENTS 1 pHNp y/� TOTAL 1,920 sq. ft. 9.1/• STANDARDS FOR TITLE SURVEYS AS ESTABLISHED
TRAPPED BY THE SCREEN SHALL BE REMOVED AWAY FROM THE / C M U BY THE L.I.A.L.S. AND APPROVED AND ADOPTED
SCREEN TO AN APPROVED UPLAND LOCATION BEFORE THE N ��� QS��� aN 4i FOR SUCH USE BY THE NEW YORK STATE LAND
SCREEN IS REMOVED. PROPOSED BUILDING COVERAGE TITLE ASSOCIATION.
3. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, -LLB / DESCRIPTION AREA % LOT COVERAGE
A CONTINUOUS ROW OF STAKED STRAW OR HAY BALES SHALL
BE STAKED END TO END AT THE BASE OF THE REQUIRED SILT X X]3,1 / HOUSE 2,115 sq. ft. 10.tY.
SCREEN AT THE BASE OF THE REQUIRED SILT SCREEN. THE BALES /
SHALL BE MAINTAINED, REPAIRED AND REPLACED AS OFTEN AS IS / / GARAGE 970 sq. ft. 4.6%
NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL DISTURBED / -�
AREAS ARE PERMANENTLY VEGETATED. THE AVERAGE USEFUL LIFE / ti'LS TOTAL 3,Oss aq. ft. 14.7'/.
OF A BALE E VE MONTHS. SEDIMENTS TRAPPED BY THE BALES O `
SHALL BE REMOVED AWAY FROM THE BALES TO AN APPROVED
UPLAND LOCATION BEFORE THE BALES THEMSELVES ARE REMOVED. / U
4. STRAW BALES SHALL BE RECESSED TWO TO FOUR INCHES INTO THE GROUND. q
5. SILT SCREEN SHALL BE RECESSED BY TRENCHING SIX INCHES INTO THE GROUND. 14
6. LEADERS AND GUTTERS THAT EMPTY INTO DRYWELLS SHALL BE INSTALLED
ON THE PROPOSED RESIDENCE. /� �� Q 4 "
7. ALL PROPOSED SWIMMING POOL DISCHARGES SHALL BE DIRECTED TO DRYWELLS. =o [ �G`� N.Y.S. Lic. No. 50467
8. PROPOSED DRIVEWAYS MUST BE CONSTRUCTED OF PERMEABLE MATERIALS
OR IF PAVED, BE EQUIPPED WITH DRAINAGE SUFFICIENT TO PREVENT RUNOFF o ^ W �' O UNAUTHORIZED ALTERATION OR ADDITION
FROM BEING DISCHARGED ONTO THE ROAD OR OFF-SITE. (51 �� N O � Q-' �; TO THIS SURVEY IS A VIOLATION OF
9. ALL AREAS OF SOIL DISTURBANCE RESULTING FROM THIS PROJECT SHALL BE �2ci y0 4� SECTION 72LA OF THE NEW YORK STATE Nathan Taft Corwin I I1
SEEDED WITH AN APPROPRIATE PERENNIAL GRASS, AND MULCHED WITH STRAW �qqo yt v Q EDUCATION LAW.
IMMEDIATELY UPON COMPLETION OF THE PROJECT, WITHIN TWO (2) DAYS OF •��� 7� �O �� oM , - COPIES OF THIS SURVEY MAP NOT BEARING
FINAL GRADING, OR BY THE EXPIRATION DATE OF THE BUILDING PERMIT, Q V' o THE LAND SURVEYOR'S INKED SEAL OR
WHICHEVER IS FIRST. MULCH SHALL BE MAINTAINED UNTIL A SUITABLE -' N
VEGETATIVE COVER IS ESTABLISHED. IF SEEDING IS IMPRACTICAL DUE TO S O 4 EMBOSSED
TO A VALIDEL SH L NOT BE CONSIDERED Land Surveyor ..
TIME OF YEAR, TEMPORARY MULCH SHALL BE APPLIED AND FINAL SEEDING ,�' '` Q' O
PERFORMED AS SOON AS WEATHER CONDITIONS FAVOR GERMINATION 02 tiAj
INA SYSTEM CALCULATIONS: CERTIFICATIONS INDICATED HEREON SHALL RUN
AND GROWTH. O 2 ONLY TO THE PERSON FOR WHOM THE SURVEY
t0, SUITABLE VEGETATIVE COVER IS DEFINED AS A MINIMUM OF 85X AREA 20' �1 J ROOF AREA: 2,126 sq. ft. IS PREPARED, AND ON HIS BEHALF TO THE
VEGETATIVE COVER WITH CONTIGUOUS ED AS TAT IN AREAS NO LARGER oo ~ pk Is 2,126 sq. 0. X 0.17 = 361 cu. ft. TITLE COMPANY, GOVERNMENTAL AGENCY AND Successor To: Stanley J. Ingegn , L.S.L.S.
THAN 1 SQUARE FOOT IN SIZE. e o �,��O / Joseph A. Ingegno .S
11, ALL CONSTRUCTION ACCESS WAYS SHALL BE RAISED SUFFICIENTLY AT THEIR 361 cu. ft. 42.2 = 8,6 vertical ft. of 8' dia. leaching pool required LENDING INSTITUTION LISTED HEREON, AND
SITE ACCESS LOCATIONS WITH THE EXISTING ROADS, S PREVENT RUNOFF CJ PROVIDE (2) 8' dia. X 5' high STORM DRAIN POOLS To THE ASSIGNEES OF THE LENDING INSTI- Title Surveys - Subdivisions - Site Plans - Construction Layout
OF WATER, SILTS AND SEDIMENTS FROM BEING DIRECTED OR DISCHARGED ONTO = -�1 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. y
THE ROAD. A NON-LOAM BASE MATERIAL, SUCH AS CRUSHED STONE, GRAVEL, '
PRDPOaED 8' DIA. X 5' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: 1:.:::;:; PHONE (631)727-2090 FOX (631)727-1727
OR RECYCLED CONCRETE BASE, SHALL BE PLACED ACROSS THE DRIVEWAY ORv THE EXISTENCE OF RIGHTS OF WAY OFFICES LOCATED AT MAILING ADDRESS
CONSTRUCTION ACCESS WAY AT THE ACCESS POINT ALONG THE ROAD. 4�
AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16
ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947
73 8-02'7
9&e_lX_
APPROVED AS NOT OCCUPANCY OR
DATE 3� B.P.# ` .S USE IS UNLAWFUL
FEE:(oseb'O?D BY
NOTIFY BUILDING DEPARTMENT AT WITHOUT CERTIFICATE
765-1802 8 AM TO 4 PM FOR-.THE OF OCCUPANCY
,
FOLLOWING INSPECTIONS:
1. FOUNDATION - TWO REQUIRED
FOR POURED CONCRETE
2. ROUGH FRAMING & PLUMBING
3. INSULATION
4. FINAL -'CONSTRUCTION MUST
BE COMPLETE FOR C.O.
ALL CONSTRUCTION SHALL MEET THE -COMPLY WITH ALL CODES O
REQUIREMENTS OF THE CODES OF N NEW YORK STATE &TOWI� CODES
YORK STATE. NOT RESPONSIBLE FORAS REQUIRED ND CONDITIONS OF
DESIGN OR ,CONSTRUCTION ERRORS. SbIjTHOLD TOWN ZBA
SWTHOLD TOWN PLANNORSOARD
SOMOLD TOWN TRUSTEES.
,,1MMEDIATELY„
N.Y.S.DEC
ENCLOSE POO j.ETIONOE
IPPON COi, ,
BEFORE TEFi. ..
RETAIN'STORM WASUANT 10 RP�Ru236FF
PUP
U THE TOWN CODE.
OF
N '
s �
700 Main Road i
Mattituck,NY 11952
Office:631-298-4014 !
Info@NorthForkPoolCare.com'
Pool Walls are 10"thick at a height of 48" (Four Feet)
Walls are formed and poured with 3500 PSI Gravel Mix Concrete
#3 Rebar is placed inside the wall. Horizontally(doubled) at the.top and
bottom of the wall. Also, vertically every four feet at maximum.
• - A sand bottom is installed for pool floor. A vinyl liner is installed on top
of sand and concrete.
Jlr6 g
S
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