HomeMy WebLinkAboutManziOFFICE OF THE TOWN CLERK
TOWN OF SOUTHOLD APR 15 2015 � �.' �� T---
l
TO: Southold Town Building Department
FROM: Sabrina Born, Southold Town Clerk's Office
DATED: April 10, 2015
RE: Cesspool Construction/Alteration Application
Transmitted herewith is a copy of application No. 4306 for a Cesspool/Septic Tank Construction
Permit submitted by:
Manzi Homes East, LLC
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.
I have reviewed the application and location map of the project cited above and make the following
recommendations: ,
APPROVE i
DISAPPROVE
Comments: _ �XnC
Signature
Dated
ELIZABETH A. NEVILLE, MMC
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Town Hall, 53095 Main Road
TOWN CLERK
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P.O. Box 1179
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Southold, New York 11971
REGISTRAR OF VITAL STATISTICS�"p
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Fax (631) 765-6145
MARRIAGE OFFICERy
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Telephone (631) 765-1800
RECORDS MANAGEMENT OFFICER
FREEDOM OF INFORMATION OFFICER
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OFFICE OF THE TOWN CLERK
TOWN OF SOUTHOLD APR 15 2015 � �.' �� T---
l
TO: Southold Town Building Department
FROM: Sabrina Born, Southold Town Clerk's Office
DATED: April 10, 2015
RE: Cesspool Construction/Alteration Application
Transmitted herewith is a copy of application No. 4306 for a Cesspool/Septic Tank Construction
Permit submitted by:
Manzi Homes East, LLC
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.
I have reviewed the application and location map of the project cited above and make the following
recommendations: ,
APPROVE i
DISAPPROVE
Comments: _ �XnC
Signature
Dated
4r
ELIZABETH A. NEVILLE
TOWN CLERK
REGISTRAR, OF VITAL STATISTICS
MARRIAGE OFFICER
RECORDS MANAGEMENT OFFICER
FREEDOM OF INFORMATION OFFICER
OFFICE OF THE TOWN CLERK
TOWN OF SOUTHOLD
SOUTHOLD WASTEWATER DISTRICT
APPLICATION
Town Hall, 53095 Main Road
F.O. Box 1179
Southold, New York 11971
Fax (631) 765-6145
Telephone (631) 765-1800
southoldtown.northfork. net
CONSTRUCTION or ALTERATION PERMIT
CESSPOOL or SEPTIC TANK
Residential @$10 "/ or Non -Residential @ $2S Application No. A
Permit No.
Applicant Name" Cru z,- H o. -n '� a s L;� LL- C
Applicant Mailing Address J90 A o5e -10 �
(r -77Y -
Septic Tank or Cesspool, (i
Brief Dees.,cri�ption of Proposed Construction or Alteration c5` � ci I e '-71-1 t �i
Location of Proposed Construction/Alteration:
Owner of Property:
Owner Mailing Address: !? Q c)c Un a j ( L -Y::)
Owner Property Ad&
Name and phone number of contact person c_x-C-L
Tax Map No: Section) 0 9 — Block Lot _
Cross Street
NOTE: LOCATION MAP MUST BE SUBMITTED WITH APPLICATION. NEW
CONSTRUCTION REQUIRES SURVE-Y—VITH HEALTH DEPARTMENT APPROVAL
�gna�eof Applicant Date
Received by:
r
OFFICE OF THE TOWN CLERK
TOWN OF SOUTHOLD
SOUTHOLD WASTEWATER DISTRICT
APPLICATION
Town Hall, 53095 Main Road
F.O. Box 1179
Southold, New York 11971
Fax (631) 765-6145
Telephone (631) 765-1800
southoldtown.northfork. net
CONSTRUCTION or ALTERATION PERMIT
CESSPOOL or SEPTIC TANK
Residential @$10 "/ or Non -Residential @ $2S Application No. A
Permit No.
Applicant Name" Cru z,- H o. -n '� a s L;� LL- C
Applicant Mailing Address J90 A o5e -10 �
(r -77Y -
Septic Tank or Cesspool, (i
Brief Dees.,cri�ption of Proposed Construction or Alteration c5` � ci I e '-71-1 t �i
Location of Proposed Construction/Alteration:
Owner of Property:
Owner Mailing Address: !? Q c)c Un a j ( L -Y::)
Owner Property Ad&
Name and phone number of contact person c_x-C-L
Tax Map No: Section) 0 9 — Block Lot _
Cross Street
NOTE: LOCATION MAP MUST BE SUBMITTED WITH APPLICATION. NEW
CONSTRUCTION REQUIRES SURVE-Y—VITH HEALTH DEPARTMENT APPROVAL
�gna�eof Applicant Date
Received by:
J ,_(�, C � pWEEUN WPTER
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SUFFOLK COUNTY DEPART` . NT O H SERVICES
PERMIT FOVu-4;4 VXL OF Ct7� SSTTRUCTiON FOR A
SINGLE FAMIL Y41ESI&EhCcF_ 41LY
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GATE 4 t7EF. [>i0. lei
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Fo.a MA 14 3Yi F SEDROGti9.Si
P!RES T F1 - 2- 'EARS FROM DAT E OF AP p"VAt°LE J1
DRAINAGESYSTEM CALCULATIONS: SGT
ROOF AREA: 1,282 sq. ft.
1,282sq. ft. X 0.17 = 218 cu. ft.
218 cu. ft. / 42.2 = 5.2 vertical ft, of 8' dia. leaching pool required
PROVIDE (3) 8' dia. X 2' high STORM DRAIN POOLS �.-
PROPOSED 8' DIA. X 2' DEEP. DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: ��\7
HOUSE
ELEV. 13.0
TOP EL 10.6'x.
INV. EL. nPPROVED PIPE
9.8' ml PITCH 1/4"/1'
PROPOSED SEPTIC SYSTEM DETAIL
(NOT TO SCALE)
- FINISHEDGRADE FINISH GRADE
ELEV. 11.6' ELEV. 10.8
1' MIN. TOP EL B.8'-
SEPTIC gppROVED IP
TANK In. PRC. 1/B'
INV. EL. 9.6' INV. EL.
DISTRIBUTION POOL OF
5 POOL SYSTEM
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6"IV
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INV. EL 9.0'
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MAP OF
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BOT. EL. 7.3'
GROUND WATER
FILE No. 11486 FILED JANUARY 1 1 , 2007
ELEV. 4.3'
SITUATE
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CUTCHOGUE
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TOWN OF SOUTHOLD
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SUFFOLK COUNTY, NEW YORK
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S.C. TAX No. 1000-109-06-9.6
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TEST HOLE DATA #1
SCALE 1 "=40'
0
0'
MARCH 17, 2014
V
DARK BROWN'LOAM OL
JUNE 11, 2014 REVISE PLAN
Fri -
20,
JULY 9, 2014 REVISE PER S.C.D.H.S. NOTICE OF 06/30/2014
. nBROWN LOAMY SAND WITH 10% GRAVEL SM
AREA = 44,455 sq. ft.
4.0'
BROWN FINE TO MEDIUM SAND SP
1.021 ac.
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4.7'
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WATER IN PALE BROWN FINE TO MEDIUM SAND
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SUFFOLK COUNTY DEPART` . NT O H SERVICES
PERMIT FOVu-4;4 VXL OF Ct7� SSTTRUCTiON FOR A
SINGLE FAMIL Y41ESI&EhCcF_ 41LY
ULJL s 20 � W
GATE 4 t7EF. [>i0. lei
rlzr
�Pfs�:i4`iG
Fo.a MA 14 3Yi F SEDROGti9.Si
P!RES T F1 - 2- 'EARS FROM DAT E OF AP p"VAt°LE J1
DRAINAGESYSTEM CALCULATIONS: SGT
ROOF AREA: 1,282 sq. ft.
1,282sq. ft. X 0.17 = 218 cu. ft.
218 cu. ft. / 42.2 = 5.2 vertical ft, of 8' dia. leaching pool required
PROVIDE (3) 8' dia. X 2' high STORM DRAIN POOLS �.-
PROPOSED 8' DIA. X 2' DEEP. DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: ��\7
HOUSE
ELEV. 13.0
TOP EL 10.6'x.
INV. EL. nPPROVED PIPE
9.8' ml PITCH 1/4"/1'
PROPOSED SEPTIC SYSTEM DETAIL
(NOT TO SCALE)
- FINISHEDGRADE FINISH GRADE
ELEV. 11.6' ELEV. 10.8
1' MIN. TOP EL B.8'-
SEPTIC gppROVED IP
TANK In. PRC. 1/B'
INV. EL. 9.6' INV. EL.
DISTRIBUTION POOL OF
5 POOL SYSTEM
N
ft' MIN. VV •'�
6"IV
OFf oPROP
SFRT RY(/
6941 P46F PSR
LEACHING ACH
LE
T
3 CLEAN
POOL
POOLING
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SAND
INV. EL 9.0'
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BOT. EL. 7.3'
GROUND WATER
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ELEV. 4.3'
SEPTIC TANK -U1
MINIMUM SEPTIC TANK CAPACITIES FOR A 1 TO 4 BEDROOM HOUSE IS 1.200 GALLONS. LEACHING POOLS (5)
1 TANK; B' DIA, 5' HIGH (4' EFFECTIVE DEPTH)
2. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3.000 AT 25 DAYS. 1. MINIMUM LEACHING SYSTEM FORA 1 TO 4 BEDROOM HOUSE 15 300 sq 1t SIDEWALL AREA.
Ps' fi POOLS: 2' DEEP, 6' din.
3. WALL THICKNESS SHALL BE A MINIMUM OF 3", A TOP THICKNESS OF 6' AND A BOTTOM THICKNESS OF 4". 2 LEACHING POOLS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE (OR EQUAL)
ALL WALLS, BOTTOM AND TOP SHALL CONTAIN REINFORCING TO RESIST AN APPLIED FORCE OF 300 psi. LEACHING STRUCTURES, SOLD DOMES AND/OR SLABS.
4. ALL JOINTS SHALL BE SEALED SO THAT THE TANK IS WATERTIGHT. 3. ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE (OR EQUAL).
5. THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS (WITH A MAX. TOLERANCE OF 31/4") 4. A 10' mn. DISTANCE BETWEEN LEACHING POOLS AND WATER LINE SHALL BE MAINTAINED.
ON A MINIMUM }' THICK BED OF COMPACTED SAND OR PEA GRAVEL. 5. AN 8' min. DISTANCE BETWEEN ALL LEACHING POOLS AND SEPTIC TANK SHALL BE MAINTAINED,
6. A 10' m,n. DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED.
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1586 Main Road
P.O. Box 16
Jomesport, New York 11947
Jamesport, New York 11947
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NOTES,
1. ELEVATIONS ARE REFERENCED TO NGVD 1929 DATUM
EXISTING ELEVATIONS ARE SHOWN THUS: _1067
2. REFER TO FILED MAP FOR TEST HOLE No. 1 DATA.
3. MINIMUM SEPTIC TANK CAPACITIES FOR A 1 TO 4 BEDROOM HOUSE IS 1,200 GALLONS.
1 TANK; 8' LONG, 5' HIGH (4' EFFECTIVE DEPTH)
4. MINIMUM LEACHING SYSTEM FOR A 1 TO 4 BEDROOM HOUSE IS 300 sq ft SIDEWALL AREA.
1 POOL; 12' DEEP, 8' dia.
PROPOSED 50X FUTURE EXPANSION POOL
® PROPOSED 8' DIA. X 2' DEEP LEACHING POOL
O O PROPOSED 1,00 GALLON SEPTIC TANK PREPARED IN ACCORDANCE WITH THE MINIMUM
5. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD STANDARDS FOR TITLE SURVEYS AS ESTABLISHED
OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. BY THE L.I.A.L.S. AND APPROVED AND ADOPTED
/ FOR SUCH USE BY THE NEW YORK 0
UNAUTHORIZED ALTERATION OR ADDITION
TO THIS SURVEY IS A VIOLATION OF
SECTION 7209 OF THE NEW YORK STATE
EDUCATION LAW.
COPIES OF THIS SURVEY MAP NOT BEARING
THE LAND SURVEYOR'S INKED SEAL OR
EMBOSSED SEAL SHALL NOT BE CONSIDERED
TO BE A VALID TRUE COPY.
CERTIFICATIONS INDICATED HEREON SHALL RUN
ONLY TO THE PERSON FOR WHOM THE SURVEY
IS PREPARED, AND ON HIS BEHALF TO THE
TITLECOMPANY, GOVERNMENTAL AGENCY AND
LENDING INSTITUTION LISTED HEREON, AND
TO THE ASSIGNEES OF THE LENDING INSTI-
TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE
THE EXISTENCE OF RIGHT OF WAYS
AND/OR EASEMENTS OF RECORD, IF
ANY. NOT SHOWN ARE NOT GUARANTEED.
TITLE ASSOCIATION.
�E 4F NEbY
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Title Surveys - Subdivisions -
Site Plans - Construction Layout
PHONE (631)727-2090
Fax (631)727-1727
OFFICES LOCATED AT
MAILING ADDRESS
1586 Main Road
P.O. Box 16
Jomesport, New York 11947
Jamesport, New York 11947