HomeMy WebLinkAboutKimack, Michael ELIZABETH A.NEVILLE,MMC `d Town Hall,53095 Main Road
TOWN CLERK y ;;; 5. P.O. Box 1179
Southold,New York 11971
REGISTRAR OF VITAL STATISTICS �; , ',i `.:., = Fax(631)765-6145
MARRIAGE OFFICER`%yrs`..: ; Telephone(631)765-1800
RECORDS MANAGEMENT OFFICER www.southoldtownny.gov
FREEDOM OF INFORMATION OFFICER
OFFICE OF THE TOWN CLERK
TOWN OF SOUTHOLD
TO: Southold Town Building Department
FROM: Sabrina Born, Southold Town Clerk's Office
DATED: September 9, 2016
RE: Cesspool Construction Application
Transmitted herewith is a copy of application No. 4422 for a Cesspool/Septic Tank Construction
Permit submitted by:
Michael Kimack for John&Kori Estrada
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
DISAPPROVE
Comments: Final approval required from the Suffolk County Health Department
Signature
Dated
ELIZABETH A. NEVILLE
j .,Town Hall, 53096 Main Roa,
TOWN CLERK y P.O. Box 1179
REGISTRAR OF VITAL STATISTICSr Southold, New York 11971
MARRIAGE OFFICER Gy • `�` Fax (631) 765-6145
RECORDS MANAGEMENT OFFICER 'fQ �O� Telephone (681)765-1800
FREEDOM OF INFORMATION OFFICER '� �` southoldtown.northfork.net
OFFICE OF THE TOWN CLERK ..
TOWN OF SOUTHOLD
SOUTHOLD WASTEWATER DISTRICT
APPLICATION
CONSTRUCTION or ALTERATION PERIL IT
CESSPOOL or SEPTIC TANK
Residential @$10x or Non-Residential @$25 Application No.
Permit No.
Applicant Name /Lf/Lj��,�1 Ic"IRfIC;�
Applicant.Mailing Address_ P p. ,BOX 10d-1
A✓y 11?71
Septic Tank.X( or Cesspool
Brief Description of Proposed Construction or Alteration /�pp��/o N yr/"
-QGve1-41m&. meal o ezoc 'C m_n)- pua-
Location of Proposed Construction/Alteration:
Owner of Property: �-/�j4ll 1
Owner Mailing Address:_ Bre/l V" P7
Owner Property Address: 2,3,1`0 ��,�� /�/ a� ' pp
Name and phone number of contact person 1y�C1�l��/_ .�ti1�Ce�C / ���-6/10 7
Tax Map No: Section Block Lot
Cross Street &&a0606 &k ,4
NOTE: LOCATION MAP MUST'BE SUBMITTED WITH APPLICATION. NEW
CONSTRUCTION REQUIRES SURV91 WITH HEALTH DEPARTMENT APPROVAL
ox . 41
Signature of Applicant Date
Received by:
' M.
SITE PLAN FOR
NOTE: JOIN AND KORI ESTRADA
i
1. ELEVATIONS SHOWN HEREON ARE IN 1988 N.A.V.D. PAGE 1 OF 2
EXISTING ELEVATIONS ARE SHOWN THUS:50
EXISTING CONTOUR LINES ARE SHOWN THUS: -----5----- SIT UA TE
2. FLOOD ZONE INFORMATION TAKEN FROM:
FLOOD INSURANCE RATE MAP No. 36103CO482H MATTITUCK
ZONE AE: BASE FLOOD ELEVATIONS DETERMINED
ZONE X: AREAS DETERMINED.TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. TOWN OF S 0 U T H 0 L D
3. MINIMUM SEPTIC TANK CAPACITIES FOR 4 BEDROOM HOUSE IS 1,500 GALLONS.
1 TANK; 10' DIA, 3' EFFECTIVE DEPTH SUFFOLK COUNTY, NEW YORK
4, MINIMUM LEACHING SYSTEM FOR 4 BEDROOM HOUSE IS 300 sq ft SIDEWALL AREA.
6 POOLS; 2' DEEP, 8' dia. S.C. TAX NO. 1000-123-04-007
PROPOSED EXPANSION POOL SCALE 1 "=40'
PROPOSED LEACHING POOL JANUARY 17, 2008
FEBRUARY 18, 2009 LOCATED WETLANDS
APRIL 20, 2010 ADDED PROPOSED DECK & UPDATE SURVEY
PROPOSED SEPTIC TANK SEPTEMBER 8, 2010 ADDED LOT COVERAGE
5. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD SEPTEMBER 28, 2015 UPDATE SURVEY
OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. OCTOBER 31, 2015 REVISE SITE PLAN
DECEMBER 9, 2015 REVISE SITE PLAN
6. EXISTING SEPTIC SYSTEM STRUCTURES SHALL BE PUMPED CLEAN AND FEBRUARY 13, 2016 REVISE WETLAND NOTE AND PER S.C.D.H.S. NOTICE 02/11/2016
REMOVED IN ACCORDANCE WITH S.C.D.H.S. STANDARDS.
AREA = 39,453 sq. ft.
0.906 ac.
US fS ptf<IiNG
NEW SUFFOLK e`'� CER TIFIED TO:
AVENUE wATfR
JOHN ESTRADA
USES I'lizQI/yWgT KORI ESTRADA
m fR
n USES
DWELLING
N
PUBLIC WATER
USES DWELLING BLIC WATER
PUBLIC WATER }
GTi(r L) !� �® IN STREET D UBLI stem must be in
C p A0 X.g`4 �L/Jlj�'" r smilL2,trS Lt
q�,sF R. �,�' �bandonst o a uirement Subm
86 _ 330 a�tmentr
�� fai�i:'�r" with dc- roof.
X�2 GON5TRUG�Nm as p
GUYe A'S4 24 S 83'20 . ENTRANCE x CiDrYIj3;Ll f^vlxn Ytl YY 1Vl;r.
8E 60.76'
b WATER METER _
v� r
x 87 .�..:....... 8.6
v v a " EDGE 0 PAVEMENT
0 :'.....a
x � .ra (: : $ xVeR"EAo WIRES EXCAVATION INSPECTION REauIRED
...... ...4FOR SANITARY SYSTEM
12'TREE IO X 10'X 3' EEP TEMP
t.:;•. yd.... Go X I&E TLI' PIT L LTH DEPARTMENT
..'.. 1 ,.,......
6.4
w l.` \\ yam'Q �;j::•:i:. - -- O MIL POLYE
<'.s',•r F.:: EXISTING DRIVEWAY
HOLS .. ,77O dr..'.: ?: dp sw TO BE REMOVED
2• 0/� 'C- [.::fr.:: .:.. .:.� rix 7 8
18.,TREF 86 c 21.6" 8 1 :,;I. ;; <;' ,•' < 2 6n n:Y. . Y PROPOSED
1p qp, z7.3 � + ''�':: .,.^."•'.. SILT
E T FENCE TO EXISTING LOT COVERAGE OVER UPLAND LOT AREA
2pNe AE2pNfeF cE ` til \gyp' Pte '. 3' 10' N of O N TL TAF2T UPLAND LOT AREA = 35,934 sq. ff.
(E(• L CHIMN 4 6 °� RUCTION DESCRIPTION AREA % LOT COVERAGE
pB OUTSI ��W N .._.✓�x ...x.s. :'•(' OP
S\ X C.P sHo R U ;I . .... .G`pR,` 7 !: G EN DRAIN HOUSE 1,972 sq. ft. 5.5%
\ GA ° LL 5.0. ':•:pR P.i'r ti RATE EL. 7.0
V U� 14?REE \ 2. a ZDD " ?iiii`iBO..HP ' DECK 521 sq. ft. 1.5%
Q \ X�- \ O W - .. S,Eii:[:i i:::iiiiiifi(?,•;::::i:
vi v1�� 12.2' .•.....,..., -+ SLATE STOOP 45 sq. ft. 0,1%
\ FRHEO PROPOSED:'iO i �-5
BOTH WELL To BE
Y✓OCG F.F.r 1' m'Ei;;i .STOP,Y::: T. p. OP. ED
`\ TEPS 32 :AC7DI7IOIJx . _ -cgL p�GHgUNOFP qNd R (2) SHEDS 2S3 sq. ft. 0.7;,.
A4 "`s ; (i:t;;i:;;:E:;:t:;¢;•;E I RBE
FX�s 111, 6�r1r XIST. woop :,::;::':. :.'; I PROP POOL TOTAL 2,797 sq. ft. 7.8%
T SEP G I �\ 40� ��� EC 'airs r*E"._ :'. tr`::::;: 5 EQUIP,
(SEE NoT�Cv'Eo C) \ 74l' P9 TEPS PROPO E 'r ` P�{Rf I N k PROPOSED LOT COVERAGE OVER UPLAND LOT AREA
No.6) 33 DEGK1, 16,7 -4 Af (f� UPLAND LOT AREA = 35,934 sq. ft.
TRE-20 TREE I 6)
------ c
LI X `: ' L.'.`ii� I� m DESCRIPTION AREA N LOT COVERAGE
1X9 6Q POO'x 1 x 2-5N i m HOUSE 1,972 sq. ft. 5.5%
�
,111, / _ __- 751-NO i NW I N Z nZ &/OSTEPS
I_ ST. DECK 431 sq. ft. 1.2%
cT
F
III. / "Lil RE�� 1 Ix�6 (2) SHEDS 259 sq, ft, 0.7%
R
12"TREE x-4- GE X PROP. ADDITION 2,310 sq. ft. 6.4%
2j I 8"TREE \� 10 7R I T PROP. DECK
\ qN✓s & STEPS 605 sq, ft. 1.7%
x45 t\ X \\ \\I EoyfRPSNprsA PROP. POOL 451 s ft. 1.3%
11NN NN �s;\1z"TR EE \\-J j\i�69ARFw�Eq yFaRF & HOT TUB q
\
I \�\ z �I X� x� 7yZ,,, 12'TREE x �¢ T °Pr 2yyyTRa TOTAL 6,028 sq. ft. 16.8%
2 \� I O I\ FCjFS(�FATFR
�•�A-4.pS� ,,I�I, N, N, 12'TREE x ,f- \, °ATF°ArFR@'v0
\`�.-i?"TREE g4 RTt+IIMNT 01' HEALTW SERVICE'''ga� FRs
�s 1.2 �� b✓ X SilFFOLICCDUN(Y `
PERMrr Fort COAL OF CONSTRUCTIOM FOR A
c 6 P \
QF \\\\ xq}NGLE F. ILY RESIDENCE ONLY
S \ x3.7 \ /y
WOODEN DOCK WITH IL \ O ) vJ
PILINGS ON EACH SIDE \ 1 '.TREE ( I
d
DATE 1 RAF. No.
`t F \ 2.7 ® � PREPARED IN ACC E-V4RM,--DjE MINIMUM
k'°°°ZO T✓NC �MP �� Olin 1�) �II�y "J BEDROOMS rJ' STANDARDS F ITLE$j1�1fEYS AS�S BLISHED
1FNr1' \ MAX UM C�rp..r.f>���'�' BY THE L 5 T,,�ROj�SC �7Q_A TED
�. PILINGS IN WATER rHvS P H I-YF.AR9 FROM DATE OF APPROVAL FOR SUS U,$�R»$Y,I^ /O�
' \ 0`C�IA�0 ^ J�
\ G7 `
N
a�
IVA
}II.
. y YM1z. -0.3 F@FR?8Rw✓�DA4wig•;q�
C% ( 92. 111, NDof ���
M1Crn �� OR C/NFATFO C',
%
6 Lic. No. 50467
UNAUTHORIZED ALTERATION TI ADDITION Nathan -aft o r w i n i
yae TO THIS SURVEY IS A VIOLATION OF
IF II
SECTION 7209 OF THE NEW YORK STATE
EDUCATION LAW, Land Surveyor
C COPIES OF THIS SURVEY MAP NOT BEARING
1
DWPIA SYS CALCULATIONS,' THE LAND SURVEYOR'S INKED SEAL OR
C0 ADDI ION ROOF AREA: 2,310 sq, ft. EMBOSSED SEAL SHALL NOT BE CONSIDERED
310 sq. ft. X 0.17 = 393 cu, ft. TO BE A VALID TRUE COPY.
393 cu, ft. / 42.2 = 9 vertical ft, of S' dia. leaching pool required i' CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S.
PROVIDE (3) B' dia, X 2' high STORM DRAIN POOLS ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S.
PROPOSED 8' DIA. X 3' DEEP DRYWELLS FOR.ROOF RUN-OFF ARE SHOWN THUS: IS PREPARED,AND ON HIS BEHALF TO THE
�J TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys - Subdivisions
INSTITUTION •- Site Plans - Construction Layout
ADDITION ROOF AREA: 2,300 S ft. LENOING INSTITUTION LISTED HEREON, AND -.
q• TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 Fax (631)727-1727
2,310 sq, ft. X 0.17 = 393 cu, ft. TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE.
393 cu. ft. / 42.2 = 9 vertical ft. of 8' dia. leaching pool required OFFICES LOCATED AT MAILING ADDRESS
PROVIDE (3) 8' dia. X 2' high STORM DRAIN POOLS THE EXISTENCE OF RIGHT OF WAYS
r�-. AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Bcx 16
PROPOSED 8' DIA. X 3' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: �✓ ANY/NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New Yo,k 11947
.J
STORMWATER MANAGEMENT NOTES SITE PLAN F O R
POST
1. ANY WORK OR DISTURBANCE, AND STORAGE OF CONSTRUCTION STEEL TY WOOD
MATERIALS SHALL BE CONFINED TO THE LIMIT OF CLEARING EXTRA STRENGTH FILTER FABRIC (TYP.)
NOTES:
AND/OR GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. REO'D. WITHOUT WIRE MESH SUPPORT TO BE USED WHERE TOPSOIL IS NECESSARY FOR 1. AREA CHOSEN FOR STOCKPILING OPERATIONS JOHN AND KORI ESTRADA
2. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, REGRADING & VEGETATING DISTURBED AREAS. SHALL BE DRY AND STABLE.
A CONTINUOUS LINE OF SILT SCREEN (MAXIMUM OPENING OF 10' MAX. O.C. SPACING TEMPORARY STOCKPILE STABILIZATION MEASURES INCLUDE 2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 2:1. PAGE 2 OF 2
U.S. SIEVE P20) SHALL BE STAKED AT THE LIMIT OF CLEARING W/ WIRE SUPPORT FENCE
AND GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. 6. MAX. D.C. SPACING VEGETATIVE COVER, MULCH, NONVEGETATIVE COVER, AND 3. UPON COMPLETION OF SOIL STOCKPILING, EACH DETAILS
THE SCREEN SHALL BE MAINTAINED, REPAIRED AND REPLACED AS W/O WIRE SUPPORT FENCE PERIPHERAL SEDIMENT TRAPPING BARRIERS- THE PILE SHALL BE SURROUNDED WITH EITHER SILT
OFTEN AS NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL :, - ,y'•'•- STABILIZATION MEASURE(S) SELECTED SHOULD BE FENCING OR STRAW BALES, THEN STABILIZED WITH SIT UATE
DISTURBED AREAS ARE PERMANENTLY VEGETATED. SEDIMENTS '"• APPROPRIATE FOR THE TIME OF YEAR, SITE CONDITIONS, VEGETATION OR COVERED-
TRAPPED BY THE SCREEN SHALL BE REMOVED AWAY FROM THE FLOW AND REQUIRED PERIOD OF USE. MATTITUCK
SCREEN TO AN APPROVED UPLAND LOCATION BEFORE THE
SCREEN IS REMOVED. ;•. r•:,'•`� 2 SLOPE OR LESS
3. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, STABILIZE ENTIRE PILE TOWN OF S 0 U T H 0 LD
A CONTINUOUS ROW OF STAKED STRAW OR HAY BALES SHALL _ . •ATTACH FILTER FABRIC SECURELY WITH VEGETATION OR COVER W W W `�' W '�• W SUFFOLK C 0 U N TY NEW YORK
BE STAKED END TO END AT THE BASE OF THE REQUIRED SILT ,.: `:; TO UPSTREAM SIDE OF POST
SCREEN AT THE BASE OF THE REQUIRED SILT SCREEN. THE BALES ^,., """ \ �' W •� �• �' �' '� �'
SHALL BE MAINTAINED, REPAIRED AND REPLACED AS OFTEN AS IS //---c % 1-E�
NECEAREASSARY
TO
ENSURE
LY PROPER
VEGETED.FUNCTION,
E AVERAGE UNTIL
ALL
DISTURBED
EFUL LIFE /\\//\\//\ \\j \ SILT FENCE DETAILS S.C. TAX NO. 1000-123-04-007
L W
OF A BALE IS 3-4 MONTHS. SEDIMENTS TRAPPED BY THE BALES NOT TO SCALE W y W •�• `�' `�' •� JANUARY 17, 2008
SHALL BE REMOVED AWAY FROM THE BALES TO AN APPROVED
UPLAND LOCATION BEFORE THE BALES THEMSELVES ARE REMOVED. W '� FEBRUARY 18, 2009 LOCATED WETLANDS
4. STRAW BALES SHALL BE RECESSED TWO TO FOUR INCHES INTO THE GROUND. NOTES: SILT FENCE SHALL BE PLACED PARALLEL TO SLOPE CONTOURS TO APRIL 20, 2010 ADDED PROPOSED DECK & UPDATE SURVEY
5- SILT SCREEN SHALL BE RECESSED BY TRENCHING SIX INCHES INTO THE GROUND- MAXIMIZE PONDING EFFICIENCY. INSPECT AND REPAIR SILT FENCE AFTER SEPTEMBER 8, 2010 ADDED LOT COVERAGE
6. LEADERS AND GUTTERS THAT EMPTY INTO DRYWELLS SHALL BE INSTALLED EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. REMOVED
ON THE PROPOSED RESIDENCE. SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT ALLOW STRAW BALES OR SILT FENCE SEPTEMBER 28, 2015 UPDATE SURVEY
_-Z.-ALL PROPOSED SWIMMING POOL DISCHARGES SHALL BE DIRECTED TO DRYWELIS. OFOFF-SITE TRANSPORT. OCTOBER 31, 2015 REVISE SITE PLAN
_,
B. PROPOSED DRIVEWAYS MUST BE CONSTRUCTED OF PERMEABLE MATERIALS DECEMBER 9, 2015 REVISE SITE PLAN
OR IF PAVED, BE EQUIPPED WITH DRAINAGE SUFFICIENT TO PREVENT RUNOFF SOIL STOCKPILE FEBRUARY 13, 2D16 REVISE WETLAND NOTE AND PER S.C.D.H.S. NOTICE 02/11/2016
FROM BEING DISCHARGED ONTO THE ROAD OR OFF-SITE. (NOT TO SCALE)
9- ALL AREAS OF SOIL DISTURBANCE RESULTING FROM THIS PROJECT SHALL BE 50' MIN.
SEEDED WITH AN APPROPRIATE PERENNIAL GRASS, AND MULCHED WITH STRAW
IMMEDIATELY UPON COMPLETION OF THE PROJECT, WITHIN TWO (2) DAYS OF OR TO BE SUFFICIENT TO
FINAL GRADING, OR BY THE EXPIRATION DATE OF THE BUILDING PERMIT, z KEEP SEDIMENT ON SITE
WHICHEVER IS FIRST. MULCH SHALL BE MAINTAINED UNTIL A SUITABLE HAY BALES 2"X2" STAKES w
VEGETATIVE COVER IS ESTABLISHED. IF SEEDING IS IMPRACTICAL DUE TO HAY BALES AND/OR
TIME OF YEAR, TEMPORARY MULCH SHALL BE APPLIED AND FINAL SEEDING (TWO EACH BALE) a SILT FENCING
PERFORMED AS SOON AS WEATHER CONDITIONS FAVOR GERMINATION FLOW a. I
AND GROWTH. 36" HIGH POLE (MAX.) w
10. SUITABLE VEGETATIVE COVER IS DEFINED AS A MINIMUM OF 85% AREA STEEL OR woo0 POST GRADE o
VEGETATIVE COVER WITH CONTIGUOUS UNVEGETATED AREAS NO LARGER COMPACTED w
THAN 1 SQUARE FOOT IN SIZE. SOW BACKFILL
11. ALL CONSTRUCTION ACCESS WAYS SHALL BE RAISED SUFFICIENTLY AT THEIR S _ DRAINAGE CD w T°ti
SITE ACCESS LOCATIONS WITH THE EXISTING ROADS, TO PREVENT RUNOFF -v INLET Q I -
OF WATER, SILTS AND SEDIMENTS FROM BEING DIRECTED OR DISCHARGED ONTO I- -------------------------
THE ROAD. A NON-LOAM BASE MATERIAL, SUCH AS CRUSHED STONE, GRAVEL, O
OR RECYCLED CONCRETE-BASE, SHALL BE PLACED ACROSS THE DRIVEWAY OR I � ��`+
CONSTRUCTION ACCESS WAY AT THE ACCESS POINT ALONG THE ROAD. \\� .,;a� rs�\ X I Q
TEST HOLE DATA
�\ BALES TO BE SET
(TEST HOLE DUG BY McDONALD GEOSCIENCE ON JULY 17, 2015) \i' 4• x 6" TRENCH IN 4" TRENCH
EL. 7.0' W/ COMPACTED
0' \' BACKFILL I HAY BALES AND/OR
OIL AND STONE ELEVATION SILT FENCING
0.2
MIXED SAND AND LOAM
0.2' TRENCH DETAIL HAYBALE BARRIER INLETS
PLAN VIEW
BROWN SANDY SILT ML (NOT TO SCALE) (NOT TO SCALE)
3'
PALE BROWN FINE SAND SP
EL. 0.5' 65' ROAD EXISTING GRADE
GROUND WATER
WATER IN TYPICAL STORMWATER UNIT I SIIII LT BFENCINGND/OR
PALE BROWN FINE SAND SP
(TOPS TO BE TRAFFIC BEARING) COMPACTED 3/4"S ONE BLEND OF
(NOT TO SCALE) OR N.Y.S. D.O.T. APPROVED R.C.A.
FILL TO 18" MIN. ABOVE EXISTING
PROPOSED SEPTIC SYSTEM DETAIL CAST IRON INLET FRAME & COVER (FLOCKHART#63518 TYPE 6840) GRADE TO ALLOW FOR DRAINAGE
FINISHED GRADE OR 5'THICK REINFORCED CONC. COVER
HOUSE (NOT TO SCALE) 8"TRAFFIC BEARING SLAB CROSS SECTION
1'-0"
ELEV. 8_5'
FINISHED GRADE
FINISH GRADE TEMPORARY CONSTRUCT ENTRANCE
5'7.
ELEV. 8.7' ELEV. PIPE FROM ROOF GUTTERS N 01if -
CAST IRON COVER TO GRADE 8'-0'
TOP EL. 7.7' 1' MIN. TOP EL. 6.2' -18"MIN. CO 'SP` �C0 r
"E6.5 MIN. 4" DIA. 3' CLEANALL AROUNDINV. EL. APPROVED PIPEAPPROVED PIPE LEPOOL A HINACHING LEACHING N SAND7,2' min. PITCH 1/4 /1min. PITCH 1/8"/1' POOL I COLLAR INV. EL. 5.2' LEACHING RINGS O REINFORCED PRECAST CONIC.
6INV. EL.
H'_ 4000 PSI ® 28 DAYS3"-0"6.0' 4"-
BOT.
'BOT. EL. 2.5 P 10 z Iv n z _ min. t;
N.Y Lic. No. 50467
DISTRIBUTION POOLS OF BOT. EL. 3.5' GROUND WATER
Nath L1 1 , twin ill
E
SEPTIC TANK (1) L$n VeNy
1. MINIMUM SEPTIC TANK CAPACITIES FOR 4 BEDROOM HOUSE IS 1,500 GALLONS.
LEACHING POOLS (6) GROUND WATER
or
1 TANK; 10' DIA., 3' EFFECTIVE DEPTH 1. MINIMUM LEACHING SYSTEM FOR 4 BEDROOM HOUSE IS 300 sq ft SIDEWALL AREA.
2. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 psi AT 28 DAYS. 6 POOLS; 2' DEEP, 8' dia. Successor To: Stanley J. Isaksen, L.S.
Joseph A. Ingegno L.S.S
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 psf. LEACHING STRUCTURES, SOLID DOMES AND/OR SLABS. Title Surveys - Subdivisions - Site Plans - Construction Layout
4. ALL JOINTS SHALL BE SEALED SO THAT THE TANK IS WATERTIGHT. 3. ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE (OR EQUAL). PHONE (631)727-2090 Fax (631)727-1727
S. THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS (WITH A MAX. TOLERANCE OF d=1/4") 4. A 10' min. DISTANCE BETWEEN LEACHING POOLS AND WATER LINE SHALL BE MAINTAINED.
ON A MINIMUM 3" THICK BED OF COMPACTED SAND OR PEA GRAVEL. 5. AN 8' min. DISTANCE BETWEEN ALL LEACHING POOLS AND SEPTIC TANK SHALL BE MAINTAINED. OFFICES LOCATED AT MAILING ADDRESS
6. A 10' min. DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED. 1586 Main Road P.O. Box 16
Jamesporl, New York 11947 Jamesport, New York 11947