SPR 28-97 Site Map Approved by Zoning Administrator f
TP-10
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5chermerhorn
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LOT #10
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/ 2G.0• 332.77, Existing
Apartment Building
Existing ) %1 8O' j �' U p 0 Townhouse Units '
Trees S
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aW� ti I f 1 BOX J/j /l1( / (^ E% DRYWELL15
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" Existing 45Phdt Perking
SEPTIC SYSTEM DESIGN N`0 el 385.23
EACH SYSTEM 5ERVE5 2 UNITS OF 2 BEDROOMS EAGH / \ % e oa ~t ►-�I '� °° 0 +
DESIGN FLOW - 2 UNITS x 240 GPD/UNIT = 480 GPD C \ - - h� DRYWELL °L
(WITH WATER SAVING PLUMBING FIXTURES + \ ~� --- a a
~° X SEPTIC TANK J _
NO GARBAGE GRINDERS / bac field
501L PERCOLATION RATE 1 Inch in 1 TO 5 minutes ASSUMED ctyP� ° 6' C / 'U o
SEWAGE APPLICATION RATE 1.2 GPD/5F IS a qsr. z s /�� m °
REQUIRED APPLICATION AREA = 480 GPD/1.2 GPD/SF = 400 sf 5832 rye' BOX j' Apartment G �R 20 g " �` ~ 4.1 =
REQUIRED TRENCH LENGTH = 200 FEET ° \ \ h a \ -. g01 = L Q
6' °- �� Exist m o 0
UST`- 4 LATERIAL5 50 ft LONG = 200 FEET F Building �0 �i Red Maple q a c
USE 8 ft LATERAL SPACING TO ALLOW FOR \ ° �\ 8 Townhouse _
REPLACEMENT TRENCHES IN BETWEEN. p \\y LIGHT� Units a �F �0 av� .^ r w
USE A 1,250 gallon SEPTIC TANK -0, So f 2G x
E so berh�fleld ?o• "�� o� v wLa _ \ __ - ° u �-
O�, __ In �n
DM ASPHALT PARKING ` ex DRYweLL \ -� _ - - O u L
TEST PIT DATA o'h DIST. / " G- 17 sPAcfs LAWN Exist
0 4
BOX a
TET PIT PERFORMED BY CHARLES H. MAINE MARCH 8. 1996 ' y 2* /" \ Red Maple/ _ -�
QI', / _ --/xG P / O• " Exist
T' wT 3 RISERS P-9 O-4 in TOP501L TP-10 O-4 i❑ TOP501L �4 \ / " Red Maple
- rw
4-23 in LOAMY FINE SAND 4-25 In LOAM 1.250 9d
23-47 in LOAM 25-51 in SILT LOAM 4O , PIPE 2 1TAW TO
Ct 6`7.
47-82 in FINE SAND 51-131 in FINE SAND yA ° '
EAcrt TANK G � � DRYWELL #2
82-105 in SAND and GRAVEL 131-134 In VARVED SILTS + VERY FINE SAND NEW r COPPER n
105-124 in FINE SAND 134-149 in FINE SAND \ ��m WATER SERVICE 10� ,\0� �IZ'E NOTES
124-153 in FINE and MEDIUM SIZE SANDS MOTTLING AT 131 Inches
TAX MAP No., 48-3-34.1
TEXT PITS WERE DUG IN DEEP WELL DRAINED SAND DEPOSIT. THE UPPER LAYER OF TOP501L HAS SINGE BEEN REMOVED. v? k cLIRe Sox
+ VALVE +P
PERCOLATHON TEST DATA rye. S��G �� LOT 54.957 sf = 1.2G acres
p E`
/'� ZONEDD MR MR-5
PERCOLATION TE5T5 BY VANDUSEN + 5TEVE5 9/11+25/95 AT ADJACENT SITES. a „ ��/ / ALLOWED .DENSITY 1 per 5.000 sf = 10 UNITS
\ 307 DB LOT COVERAGE o U1 o U] 8
/ /�. BUILDINGs 4.422 sf S.O7. C-I a
PERCOLATION RATE ELEVATION DEPTH W y O
PT-1 1 min 28 sec 386.5 24 in Q PAVED AREAS + DECK5s 5,125 sf 14.5Z
PT-4 1 min 40 sec 390.5 3G in o
PT-5 1 min 15 Sec 392.25 48 in ° // GO , ., � Ii
Q PERMEABLE' AREAs 42.410 sf 77.2Z [--4 w w w w
PT-G 1 min 45 sec 392.5 42 in 2O R x
BUILDING I-EIGHT, 2 STORY. LE55 THAN 40 FEET d C
A PERCOLATION TEST WILL BE CONDUCTED AT THE LOCATION OF THE LEACH FIELD TO VERIFY RATES. 48-3-34.1 / z W z ,� z
5chermerhorn r DRYWELL #3 3 ``,,�` , PARKING REQUIRED 2 per UNIT = 1G SPACES d a
R y0�' CV PARKING PROVIDED = 17 SPACES w w w
se m A a
1' IN GRASS AREAS LOT #13/14 DUMPSTE ENCLOSURE Z m
FINISHED GRADE FLUSH WITH PAVEMENT LAWN 48-3-34.1 SITE LIGHTING WILL BE PROVIDED BY 1 BUILDING d d d
5chermerhorn MOUNTED LIGHT AT EACH FRONT DOOR. U
1 BUILDING MOUNTED LIGHT AT EACH REAR DOOR
z RECOMMEND ALL ACCESS 17)
AFPROXPIATE + CLEANOUT OPENINGS SETBACKS W
PINI5H GRADE BE RAISED TO G' BELOW -CONCRETE OR STONE TRANSFORMER y
clTR6 Box PATTERN B TYPE FINISH GRADE. 5URrax 0OVE ALL FRONT, 30 ft REQ. 90.3 ft PROVIDED
CORPORA710N STOP AND
ARCM PATTERN ) 1 BURRED NDEDRs
AND STATIONARY ROD) i' RECOMMENDED. REAR BAY RDs 10 ft REQ. 275.2 ft PROVIDED
SOUTH 51DEs 10 ft REQ. 1G.8 ft PROVIDED F Z
COPPER TIXiNG CURB STOP
CTYPC
NORTH SIDE, 10 ft REQ. 13.G ft PROVIDED W
10 CAST Mt. COVER OVER
CAST RON OR 5CH 40 PVC ALL 5TRLICTURES
15' CONNECT TO EXISTING SERVICE PIPE FROM BULDNG TO TANG U W
WITH FLARED UNION OR COUPLING �DY FORT MILLER OR
A
/ lJ Z
, d
,,, PER �T Q a EQUAL SITE LAYOUT & UTILITY PLAN - LOT 12
6' D.I.P. WATER MAN SL, 'E -� + • �� ,� .P^�
SOLID GONG. BLOCK L8• PER FCC ALL OUTLET WERT$ / S ` -� w m
SGALEr 1' 20' 1.
OR C.I. FOOT PIECE `LTG TANK "'°° PEA TO BE SET AT o f Ili. W +N+ N N
ALL WATER PIPING + CONNECTIONS TO BE N ACCORDANCE AS REQUIRED BY FORT MILLER OR Ii.ET + OUTLET GRAV0. EXACTLY THE SAhY `•'� �, , � ,,• _ I„� y y y
WITH QUEEN56URY WATER DEPARTMENT STANDARDS. EQUAL F DISTRIBUTION BOX (USE ELEVOFSPEED LEVELERS � pr%p �� �' `T �I"„y U U .0 U
H.is
ENCOURAGED) - 9
'c 4 F•� o] F•,I M Co
SERVICE PIPE CONNECTION DETAIL L 2 2 - 2 �� �tI� �'�
�3 INSTALLATION OF DISPOSAL FIELDS OVfta11TO OW 15XMAXIMUM I � ��` ;
NOT TO SCALE MN10.Mi 2x WIDTH
T. WINS HALL BE SHALL BE As E WT aH HIS DRAWING, FOR ONCROSS SLOP DFSI
MAXMUM 4x WDTH AND SHALL BE IN ACCORDANCE O UAL THE N.Y S SLOPED SI1E5
DEPARTMENT 6 1 HEALTH ION OF
HOUSEHOLD SYSTEMS, AND
ASTMCORRUGATED
FAT 76 IBING IlATI(Xr OF TANK
LEPUSTC PPE AND �atiw July 27 1997
CORRUGATED TUBING IN Si TANK LEACH FIELDS. - I 1 I �I f + � 11+
3' min SAND OR PEA GRAVCL m8°° 4p 2. NO HEAVY EQUIPMENT SHALL BE ALLOWED WTHN THE LIMITS - i• I I
LEVELING COURSE OF THE DISPOSAL FIELDS AFTER PIPE NSTALLATKN HAS BEGUN. REPLACEMENT TRENCH S
BARRER MATERIAL 1,250 GAL, SEPTIC TANK 3. AFTER EXCAVATION 2' WIDE TRENCH TO THE DEPTHS REQUIRED, O IF REQUIRED N EAR GEOTEXTLE ` � I F:
12- MA'X -�I I -� I THE WALLS AND FLOOR OF EACH TRENCH SHOULD BE CLEANED F- FUTURE FILL �n , I (' yTo n Helll �.
-� II-,III-_ AND RAKED TO ACHIEVE AN EVEN SURFACE AND TO LOOSEN
_ SMEARED SECTbNS OF TRENCH. + r '
2„ MIN. a 6' IN. SEPTIC TANKS PLACEMENT OF CRUSHED STONE. PERFORATED PIPE AND UNTREATED BLMDING 2' M. a PERFORATED alil� � 80 3841
S�
PAPER OR STRAW SHALL BE AS SHOWN AMC CARE SHALL DE LATERAL
OTHER WASTE
1. ALL UNITS SHALL COMPLY NTH THE REQUIREMENTS OF THE NEW YORK s• SHOULD BEOLS AND
IWDAL N EXERCISED TO AVOID INCLUSION
T THE GRADES S O o HE STOW AND PIPE.
Ins
STATE DEPARTMENT OF HEALTH AND SHALL BE PRECAST CONCRETE
6,. REUTpISHIPS SHOWN ON THIS DRAWING, MAINTAINING SIRANCHi •- 3/4' TO E L2'
AS MANUFACTURED BY FORT MILLER OR EQUIVALENT. CONTINUOUS GRADES WITHOUT SAGS. HUMPS, SEPARATED JOINTS � GII&ED STOW _�- , 2 III \`
4• PERFORATED PVC LATERAL OR OTHER UNSUITABLE CONDITIONS. THE PIPE SHALL BE LAID e'-a' „ in /�', 1 I l 1' , I{ \ +SCaW. 1' 20'
SLOPE 1/16'-1/32' PER FT, 2. ALL STRUCTURES TO BE PLACED ON FIRM, COMPACT SAND OR WITH THE HOLES DOWN IN ALL CASES-
GRAVEL FOUNDATION. WHEREVER EXISTING FOUNDATION CONDITIONS 6. ALL DISPOSAL FIELDS SHALL BE GRADED TO FLED RAINFALL
a N I `� '' I �• I I 1
NOTES, ARE UNSUITABLE CRUSHED STONE SHALL TI PLACED AS AND TO DIVERT SURFACE RUNOFF FROM ADJACENT AREAS AWAY
NECESSARY TO ACHIEVE A STABLE FOUNDATION. FROM THE DISPOSAL FIELD Fp 1 q FINE u 9 + I `\H
1. CND OF ALL dSTRBUTOR PIPE$ MUST BE �tr / / �� I Adirbr�dick Co�
3. SEPTIC TANKS INSTALLED IN R-20 AREAS SHALL BE EXTRA HEAVY GROUNDWATER
ROU D ATER ELEVATION
- fl� all i I College
PLUGGED UNLESS INTERCONNECTED. 7. REMOVE LEAVES, ROOTS, PLANTS AND ORGANIC DEBRIS. PLOW SURFACE PRIOR - I �.
- GROUNDWATER
2. ALL LATERALS TO BE OF EQUAL LENGTH. CONSTRUCTOR DESIGNED FOR M-ZO WHEEL LOADING. �,.
TO SPREADING FILL MATERIAL �L {�
8 DO NOT USE HEAVY EQUIPMENT AITHIN THE ABSORPTION FIELD AREA. y°,_ G I,I/{ A �l�I I g • I•�II ,l, n�•.y: I T '1 1
STANDARD ABSORPTION TRENCH PROFILE SEPTIC TANK DETAIL PIA FILL AND ALLOW TO S STAbIu2E IN ACCORDANCE OIL'" NEW ORxSTA E STANDARD ABSORPTION TRENCH SECTION
DEPARTMENT OF HEALTH STANDARDS.
N01 TO SCALE
NOT TO SCALE NOT TO SCALE LOCATION MAP SHEET 1 of 3