HomeMy WebLinkAbout13 Nicholas Drive - Site & Sewage PlanFIRST FLOOR
ELEVATION 58.5
TOP of :
FOUNDATION
ELEVATION 57.5
INVERT at
FOUNDATION
ELEVATION 53.25
BASEMENT FLOOR
ELEVATION
FIN. GRADE
AT HOUSE
56.5
r--
I .a
1 53.00 1
52 LOT 4 -/*_4A
%40 565± S F--:- 470
i
FIN, GRADE OVER
SEPTIC TANK/F.A.ST.
- - 56.0
ACCESS MANHOLE
TO WITHIN 6" OF
SEPTIC SYSTEM PROFILE
FIN. GRADE OVER
DISTRIBUTION BOX
55.5
FIN. GRADE OVER
SOIL ABSORPTION SYSTEM
Ir52
�s- DIA PLASTIC alae SEAL
a•
FLAIKIIE
3• VENT ,y .
2,75 52.1` 52.
`00133
^- `-00 LEVEL 4'-1 3/�•
500 GALLON.:;
1000 GALLON :i... ,.,...1 ...:
5`401
a' 01A HO F.A.S.T. DIST. BOX �.�.
` -� H-10 LOADING
V-0
V-4 '/2" TO BE SET ON A
• , 6" CRUSHED STONE
V. -2a 4 BASE
SECTION VIEW, I ACME DB -3 OR
1500 GAL. SEPTIC TANK /F.A.S.T APPROVED EQUAL )
H,10 LOADING
( Profile not to scale J
?1.- yo TANK TO BE SET ON A 6"
ji�=�g'F / o, CRUSHED STONE BASE
Sq _
ss 94'.
57.2 \\
2200 S.F.
i i I gF FjTo �
a :
0__
R ---
\ � --34 •-2p w � , -
LOT 2A
NOTES:
• LOT IS LOCATED IN ZONE 2 CONTRIBUTION AREA.
• MAXIMUM NUMBER OF BEDROOMS ALLOWED: 4.
• MAXIMUM AREA OF LAWN ALLOWED: 5,000 S.F., WITH
AREA TO BE CERTIFIED UPON COMPLETION OF LAWN.
• SEPTIC SYSTEM MUST INCLUDE DENITRIFICATION SYSTEM
REDUCING NITRATE LOADING BY 50%
I NOTE: LOT IS SUBJECT TO
NITRATE LOADING DEED RESTRICTION
SEE ACOMPANYING APPLICATION
PLAN REFERENCE:
BARNST. CNTY. REG. PLAN SK 460 PG 100.
Qn
.p
h w LOT /8
\ S`. 5
/ 01",(: �8.M . 50.0
F.L. Cor.
T. PPE v
� � o
40
` ` r
52.7 `
1
SITE PLAN ---SCALE : I" = 30'
DOUBLE WASHED 1'/8" - 1/2" STONE
a•�r�
3/4" - 1-1/2 +.�
^_DOUBLE WASHED STONE
5 UNITS 8 6.25' - 3125' 4-O"I
'� 3925' 'TOT. EFF. LENGTH
INFILTRATOR DETAIL
NOT TO SCALE
DESIGN DATA
NUMBER OF BEDROOMS 4
G.P.D./ BEDROOM 110 G.P.D.
TOTAL DAILY FLOW 440 G.P.D.
GARBAGE DISPOSAL NO
LEACHING REQUIRED 440 G.P.D.
LEACHING PROVIDED 462 G.P.D..
SEPTIC TANK REQUIRED 1500 GALLONS
SEPTIC TANK PROVIDED 1500 GALLONS
SIDEWALL AREA = 200.3 S.F.
BOTTOM AREA = 425.1 S.F.
TOTAL PROVIDED=615.4 S.F. x 0.74 -o 462.8 G.P.D.
'"462.8 G.P.D./TRENCH x _I TRENCHES =462-6 G.P.D.
NOTE: EXCAVATE TO EL. OR LOWER AS SOIL
CONDITIONS REQUIRE TO REMOVE ALL TOPSOIL, SUBSOIL,
CLAY OR OTHER UNSUITABLE MATERIAL BENEATH THE
INLET INVERT OF THE SOIL ABSORPTION SYSTEM FOR
A DISTANCE OF 5' MIN., AND BACKFILL WITH CLEAN
SAND, PER 310CMR 15.255:3.
rp .
= LOCUS MAP --- SCALE: 1"-- 2000'
ZONING DIST. FLOOD ZONE ELEVATION MAP NO.
R-40 C ----
MAP SEC PCL LOT HSE
129 T3 4 B 4A #13
SOILS LOG &
PERCOLATION TEST
TEST HOLE I
0" ELEV.= 54.9
2" 0 ORGANIC
LOAMY SAND
9" -IA IOYR 6/1
LOAMY SAND
40" B IOYR 6 /8
MEDIUM SAND
120" C IOYR 7/8
OBSERVED GROUND WATER: NONE
ADJUSTED GROUND WATER:
PERCOLATION RATE: 5 MIN./INCH
SOIL CLASS: I
EFFLUENT LOADING RATE: 0.74 GPD /SF
SOIL EVALUATOR: WM, WELLER
TEST HOLE 2
CERTIFICATION NUMBER:
WITNESS:
BOARD OF HEALTH, TOWN OF YARMOUTH
DATE OF TEST: 04/25/96
GENERAL NOTES
I. ELEVATIONS BASED UPON ASSUMED DATUM.
2. ELEVATIONS AND LOCATIONS SHOWN ON THIS PLAN
ARE NOT TO CHANGE WITHOUT WRITTEN APPROVAL
OF THE ENGINEER AND THE TOWN HEALTH AGENT.
3. ALL SYSTEM COMPONENTS ARE TO BE INSTALLED IN
ACCORDANCE WITH S.E.C. TITLE V AND LOCAL HEALTH
RULES AND REGULATIONS.
4. ALL PIPES ARE TO BE CAST IRON OR P.V.C. SCH. 40.
5. THE BOARD OF HEALTH AND/OR ENGINEER TO BE
NOTIFIED WHEN SYSTEM IS COMPLETELY INSTALLED
AND READY FOR INSPECTION.
6. NORTH ARROW IS NOT TO BE USED FOR SOLAR
ORIENTATION.
L"�aIXLw�
2 JTH 05/28/98 REDESIGN SEPTIC LEACHING
I JTH 05/21/98 ADD NOTES RE: ZONE 2, LAWN AREA, # BEDROOMS, ETC.
REV BY DATE DESCRIPTION
SITE a SEWAGE DISPOSAL PLAN
LOT 4/4A, #13 NICHOLAS DR.
YARMOUTH, MA.
APPLICANT: BRIAN 8 RENE PECARARO
ADDRESS: 140 BLUE ROCK ROAD
YARMOUTHPORT, MA.02664
ENGINEER: NORMAN GROSSMAN, R.P.E.
10 MARSH VIEW ROAD
EAST FALMOUTH, MA,
508-548-1920
SCALE DATE I DWN. BY / CK'D BYI PLAN NO.
AS NOTED I APRIL 03, 1998 1 JTH / NG I H- 502