SPR 45-97 Site Map for Lots 7 and 8 Apartments \ 48-3-34.1 5chermerhorn _ SEPTIC SYSTEM DESIGN
� _- � _
LOT #13/14
\
EvsTING WATER LINE CURB 6 \ ` / EACH SYSTEM SERVES 2 UNITS OF 2 BEDROOMS EACH/ • �- r + VALVE DE51GN FLOW - 2 LiN1T5 x 240 GPD/UNIT = 480 GPD
�-� CWITH WATER SAVING PLUMBING FIXTURES +
NO GARBAGE GRINDI`R5)
/ • '�`// 501L PERCOLATION RATE 1 Inch in 1 TO 5 minutes
SEWAGE APPLICATION RATE 1.2 GPD/5F
��j • °'° - 48-3-34A REQUIRED APPLICATION AREA = 480 GPD/1.2 GPD/5F = 400 sf
5chermerhorn REQUIRED TRENCH L9NGTH = 200 FEET
\ g \ \ LOT #13/14 USE 4 LATERIAL5 50 ft LONG = 200 FEET
6 + \ USE 8 ft LATERAL SPACING TO ALLOW FOR
�� / / \ REPLACEMENT TRENCHES IN BETWEEN.
TRANSFORMER , ' \ USE A 1.250 gallon SEPTIC TANK
\ / DRYWELL #3 \
15•R _ TEST PIT DATA.
♦ VALVE-- / - =' - -�O LAWN » b 0`00' \ \ \ TEST PIT PERFORMED BY CHARLES H. MAINE MARCH 5. 1996
48-3-34.1 + tt 2oR �325" \ TP-6 O-5 In TOPSOIL
5chermerhorn 0 00 _ _ - - z ; SR 5-2G it LOAMY FINE SAND
LOT #13/14 / ^�o � - ASPHALT
PS PARKING \ 2G-162 In FINE SAND
NEW 2• COPPER NO GROUND WATER OR MOTTLING WAS OBSERVED
WATER SERVICE \ \ TEXT PITS WERE DLIG IN DEEP WELL DRAINED SAND DEPOSIT.
5R 90 �� E�-i 0 a m C4 co
50R typ-
LAWN - DRYWELL #4 R02,1-5
/ V•�� f� \ 5•R � �,..�0
G- URB U Z
O LAWN 4x6 PAD 'W/ \ u W u ►D N
C NC ET 5 DF AL 3 Rl5ER8 typ \ z z A q
LIGHT 8.9•
O W of of
ASPHALT PARKING \ a z 23.8' # (tw) !( LAWN ~0c w
20 5PACE5 13sa U m • ��77
G 13.58' Enq q q
/ r' 20
0.
U
�0 / h� o ` 9 Apartment Building ! 1250 9� 04
''� 4 Townhou5e SEPTIC TANK
,�• NEW 2• COPPER I (typ) /' W z
DRYWELL- 1 w WATER SERVICE ` Units z6 x 50
�.
y 4xG PAD r/ '` Iearh Pyo z� U W
/ 5R 3 R15ERS typ 8 m u m
\ ON
48-3-34.1 / \ 10. 70 ... .. 6a.77 ` \ ��.• \ rn rn m
5chermerhorn / s \ Z
W
�� Apartment Building E� � « .. m � � \ \ W ;
LOT #13/14 / ENCLOSER UJ�O O ; 8 Townhou5e 'i o \ °•o- :� r)
rA
ENCLOSURE 5R ? //
-�� O BOT. f
z �� UnitS N�� "" � YP �BOX �,•�f+c, n n t�
(typ 1 ` X 50 O
becach f
O ;`
DEG( ��� ` '\- \ f�.•
LAWN dST. r \, dST. ExlstN Asphalt ParkkV \
BOX
SP-G 26 X DSO
�' 1 � leach field
leach field0.
2�0• �f Q el 3316
OF DIST
` = - �� SITE VOTES
/ Exist Y
Red 1st ° LAWN a f kxJx Pb�ld ` TAX CAI' No. 48-3-34.1 I�i
/ ^ p0 LOT AR=A1 -acres
1.250 gal / sO Pt �' N 61.023 sf = 1.40 W ,:
` r 5 EXISTING WOOD ZONED MR-5 z z
/ 48-3-34.1 SECtyp)T / C of o- 5N SCREEN FENCE ALLOWED DENSITY 1 per 5,000 sf = 12 UNITS T Z
4 `'- P E-I
5chermerhorn dST. �,/ -� �-. fqe - ALONG PROPERTY LINE
/ �`} Lard' LOT COVERAGE m Q
LOT #13/14 BOX O c m
BUILDINCII 6.627 sf 10.9� 4)
/ leech Field PAVED AREAS + DECKS: 43.gO sf 62bX F+1 C7
LZ PERMEA3LE AREA, 0
/ S ' ' �° Pt -�` - N SITE UTILITY & LAYOUT PLAN - LOT 7 /8 °0
32g�• �1vG� � BUILDING, HEIGHTI 2 STORY, LESS THAN 40 FEET
Existing W Rv SCALE, 1' = 20• PARKINC REQUIRED 2 per UNIT = 24 SPACE 5 a O
Apartment by ding 239 93' � `` PARKINC PROVIDED P = 2CI SPAGE5 � 0 u Q
8 Townnou5e Un1 5 p S 19'45'35" IN a04 C
r N GRA55 AREAS aif 10.00' SITE LIGHTING WILL BE PROVIDED BY 1 BUILDING a
FINISHED GRADE FLUSH WITHPAVLTIENT \
MOUNTED LIGHT AT EACH FRONT DOOR. °L 2
1 BUILDNG MOUNTED LIGHT AT EACH REAR DOOR
�i,/ice/i��i��i�i. /������, / PERCOLATIION TEST DATA A q ►�-
RECOMMEM ALL Access PERCOLATION TESTS BY VANDU5EN + STRVES 9/11+25/95 AT ADJACENT SITES. SETBACKS
Z ,-APPROXIHATE BEGLLFASNO T06e BCGLow CONCRETE OR 5TCtE FRONT, 30 ft REQ. 5G5.1 ft PROVIDED (� ED f
L FINISH GRACE FINISH GRADE. MARKER ABOVE ALL PERCOLATION RATE ELEVATION DEPTH ry J E ~
CURB BOX (EXTENSION TYPE BLRRIED COVERS - REAR C SOUTH)1 10 ft REQ. 15.7 ft PROVIDED F+�1 E
WITH ARCH PATTERN BASE / d RECOMMENDED. PT-1 1 min 28 sec 38G.5 24 in REAR C=A5T�1 10 ft REQ. 58.6 ft PROVIDED y
O O)
CORPORATION STOP AND STATIONARY ROD) - '
COPPER TUBING CURB STOP INLET BAFtiE LJ PT-4 1 min 40 sec 390-5 3G in ° t
(TYPE 12• M N. COVER OL�ER PT-5 1 min 15 sec 3cl2.25 48 In 00 s
CAST IRON OR SCH 40 PVC ALL 5TRLIGTURE 03
PT-G 1 min 45 sec 392.5 42 in A�oaw Q
15' CONNECT TO EXISTING SERVICE PPE FROM Bl lD9AG TO TANK /r-xl FORTD15TROUTION-M BOX
WITH FLARED UNION OR COUPLING. _ EQUAL
T MLLER OR A PERCOLATION TEST WILL BE CONDUCTED AT THE LOCATION OF THE LEACH FIELD TO VERIFY RATES. ,. „ 4 IT ,I1 , ; •• •, ,. J o F+� r O
\ l l
1/4' PER FOOT Nft. SLOP[
G• DJP. WATER MAN 1/8• PER FOOT I'
SOLID GONG. BLOCK SEPTIC TANK ° °° PCA ALL OUTLET AT
NVERTS
OR C.I. FOOT PIECE CRAYEL TOEA BE SET SAME° • ? III II,� "v
ALL WATER PIPING + CONNECTIONS TO BE N ACCORDANCE A5 REQUIRED
BY FORT MILLER OR "INLET
WITH OUECN� RY WATER DEPARTMENT STANDARDS. - ESL B F T DISTRIBUTION BOX FAO' <� ('
r - • .,�. �.
M FLES UJSE OF SPEED LFVt:�k5
h� N.T-s I ��1 >�
5. ENCOURAGED) 2, D• 6, D• 2._p. ,�-i"' N, •1 Il ��
SERVICE PIPE GONNEGTION DETAIL s14° INSTALLATION OF DISPOSAL FIELDS 15%MkVIIUM aiEtTTTOpA z z � t. �'•
f M;
ALLOW
T , ,4
NOT TO SCALECONSTRUCTION <-= i
MW1A•1 2x WIDTH t SHALL BE As sHow+ ON THIS DRAWING, FOR ON sOM STES
MAX" 4x WIDTH AND SHALL BE IN ACCORDANCE OATH THE N.YS. r �� �� � �•
DEPARTMENT OF HEALTH INDIVIDUAL HOUSEHOLD SYSTEMS, ANDVI
ASTM F481-76 INSTALLATION OF THERMOPLASTIC PIPE AND _ , �` 1 • Sept
CORRUGATED TUBING IN SEPTIC TANK LEACH FIELDS - �� i ��IG 6 I �'�• Date: "r" 24r h7J7
3' WI SAND OR PEA GRAVEL °�°8°° Rp° :N REPLACEMENT TRENCH ,I
° m 2. NO HEAVY EQUIPMENT SHALL BE ALLOWED *THIN THE LIMITS Wi �' 3Q',
OF THE DISPOSAL FIELDS AFTER PIPE INSTALLATION HAS BEGUN. 06
+
BARR" MATERIAL LEVELING COIR SE 1.25E CiA1, SEPTIC.' TANK 3. AFTER EXCAVATION 2' WIDE TRENCH TO THE DEPTHS REWIRED, � � fUTI.RE REQUIRED N FLL GEOT�TLL 'low � ' i I To 11 Hall � I ,
tl
_ L N.T.S. THE WALLS AND FLOOR OF EACH TRENCH SHOULD BE CLEANED $'O M i '�/ M1 1 ~'
32•• MAX. -IIII-III -IIII= AND RAKED TO ACHIEVE AN EVEN SURFACE AND TO LOOSEN
_ SMEARED SECTIONS OF TRENCH.
2* H PERFORATED ff-q7
JJ ,I �
Ti -rr 4' ! 1 I' V I q -
-IIII= 4. PLACEMENT OF CRUSHED STONE MI PERFORATED PIPE D UNTREATED BUILDING 1/
6 S E P T TANKS PAPER OR STRAW SHALL BE AS SHOWN, AND CARE SHALL BE
o EXERCISED TO AVOID INCLUSION OF FINE GRAINED SOILS AND77�
2 M1'L OTHER WASTE MATERIAL IN THE STONE AND PIPE. p �
I. ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW YORK 5. TMONTNVWSOGR GRADES WITHOUT SAGSAMUMPS, SEPARATED JOINTS 3/r TO 11/2•
tiL
STATE DEPARTMENT OF HEALTH AND SHALL BE PRECAST CONCRETE RELATIONSHIPS SHOWN ON THIS DRAWING. MAINTAINING STRAIGHT
rp AS MANUFACTURED BY FORT MILLER OR EQUIVALENT. (M OSIER UNSUITABLE CONDITIONS THE PIPE SHALL BE LAD
�� $T01{ Scale' 1' - GVr
4• PERFORATED PVC LATERAL.
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 N �j \
GRAVEL FOUNDATION. WHEREVER EXISTING FOUNDATION CONDITIONS 6. AIL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL c+ , le EII S , 4 1 , I tlll,F.+f►•
ARE UNSUITABLE, CRUSHED STONE SHALL BE PLACED AS AND TO DIVERT SURFACE RUNOFF FROM ADJACENT AREAS AWAY D // 0 tr u 9 ii ��I I I Adi,6dmIc Co
NOTES, NECESSARY TO ACHIEVE A STABLE FOUNDATION. FROM THE DISPOSAL FIELD. r>Fy c� L FXGf'I J :?`- 427, I �� IAIIBQ8
1. CND GE ALL DISTRIBUTOR NES LUST BE 3. SEPTIC TANKS INSTALLED IN TRAFFIC AREAS SHALL BE EXTRA HEAVY 7 N GROUNDWATER ELEVATION
PLUGGED UNLESS INTERCONNECTED.L EMOVR LEAVES, ROOTS, PLANTS AND ORGANIC DEBRIS. PLOW SURFACE PRIOR P
CONSTRUCTION DESIGNED FOR H-20 WHEEL LOADING. TO SPREADING FILL MATERIAL
2. ALL LATERALS TO BE OF EQUAL LENGTH.
8. DO NOT USE HEAVY EQUIPMENT WITHIN THE ABSORPTION FIELD AREA. lI I
9 UPLACE FILL FPARTMENT OFF ALLOW HEALTITSTANDARDS IN ACCORDANCE WITH NEW YORK STATE STANDARD ABSORPTION TRENCH SECTION
STANDARD ABSORPTION TRENCH PROFILE SEPTIC, TANK DETAIL
NOT TO SCALE
NOT TO SCALE NOT TO SCALE LOCATION MAP
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