HomeMy WebLinkAboutEngineer PlanLEGEND
99 -
EXISTING CONTOUR
X 99.1
EXIST. SPOT ELEV.
--[99] ---
PROPOSED CONTOUR
198.41
PROPOSED SPOT EL.
TH1
TEST HOLE
SLOPE OF GROUND
Q�
UTILITY POLE
.
FIRE HYDRANT
NMI NOT ALL WdBMS MW APPEAR IN DRAWWNG
*THE INSTALLER SHALL VERIFY THE
LOCATIONS OF ALL UTILITIES AND ALL
BUILDING SEWER OUTLETS AND
ELEVATIONS PRIOR TO INSTALLING ANY
PORTION OF SEPTIC SYSTEM
a
DCE #21-094
SYSTEM DESIGN:
GARBAGE DISPOSER IS NOT ALLOWED
DESIGN FLOW: 4 BEDROOMS ® 110 GPD =' 440 GPO
USE A 440 GPD DESIGN FLOW
SEPTIC TANK: 440 GPD (2) = 880
USE A 1500 GAL. SEPTIC TANK
LEACHING:
SIDES: 2 (33.5 + 12.8) 2 (.74) = 137 GPD
BOTTOM 33.5 x 12.8 (.74) = 317 GPD
TOTAL: 614 S.F. 454 GPD
USE (3) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL)
WITH 4' STONE ALL AROUND
SYSTEM PROFILE �Km " MAGNET�,� BE
2' CAST IRON COVERS TO GRADE OR CONCRETE (NOT TO SCAJO COMPARABLE MEANS FOR FUTURE LOCATION.
COVERS TO WITHIN 6' GRADE, COORDINATE W/ OWNER 2' CAST IRON COVERS TO GRADE OR CONCRETE
tOP FOUND. EL 27.2' FILTER FABRIC OVER STONEONE
2 PFASTONE OR GEOTCOVERS TO WITHIN 6' GRADE, COORDINATE W/ OWNER
26.1' MINIMUM :T5' OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM 26.0
j4O
20
10M OW-) PRECAST RISERS ,
VOSCH40 PVC MORTAR ALL INVERT IN 22.00
PIPES LEVEL 1ST 2' 4• = COMPONENTS 4.
rENDS ') SIDES Z
..'\, 10- 1500 GAL H-20 14" i 'Oa'o O ' • ]---00-000
23.20' TEE SEPTIC TANK TEE 6" MIN SUMP °
>°O°°°O00 >OOe°pe''OO°OOO° ,°°°��+ ,00eoeeeeoe? 12 MIN. IN'T. dM. >°°°°°°,° 0000°GAS BAFFLE (1^1 )bOOD O°O°O°°°°OREQUAL22.37' °o°°°° °°°°°2t
" ' •.•
0WATERTEST' D'BOX FOR LEVELNESS .�,! u0000000eoee oeoe000 oeoeoe000eeee000eeeeee°
eeoeooeoe�eo�t�eeegoge$es°,c,ea,°,e",e�e°,eego$e9 _ H-20 500 GAL LEACHING CHAMBERS 8Y ACME PRECAST OR EQl
3/4' 1-1/2' DOUBLE WASHED STONE 4 MIN. (3) UNITS REQUIRED
ALL AROUND PRECAST STRUCTURES
6" CRUSFIED STONE_ OR rAECHANK:AL OVERALL ON)IIIIONS TO OUTSIDE OF STONE .3:35' X 12.83'
COMPACTION. (15.221 [2D
(_17 x SLOPE) (-2-X SLOPE) (-L X SLOPE)
H-20 LEACHING
FOUNDATION--- 14' SEPTIC TANK 29' D' BOX 12' FACILITY NO GROUNDWATER �D
L
a
ZONING SUMMARY
ZONING DISTRICT: R-40 DISTRICT
`v t �'�i T(1RE MIN. LOT SIZE 40,000 S.F.
POOL cn*1 MIN. LOT FRONTAGE 150'
••.`..• i MIN. FRONT SETBACK 30'
PORCH ! �S' MIN. SIDE SETBACK 20'
� MIN. REAR SETBACK 20'
MAX. BUILDING
rVEA4A
AIVAG£ yc d '' ; g MAX. BUILDING HEIGHT GE 35'
PECIES. c�j
TREES aPROPOSED14 SITE IS LOCATED WITHIN THE AQUIFER
EASIBLE x .� DWELLING �� PROTEC11ON OVERLAY DISTRICT
oD�
=mac► -
�Bvwj
WETLAND
D � '
OWNER OF RECORD
DANIEL CHRISTOPOULOS
27 MAKEPEACE LN
WEST YARMOUTH, MA 02673
REFERENCES
DEED BOOK 33886 PAGE 294
PLAN BOOK 345 PAGE 89
NATIVE PLANTM 9G'IEi�lJ1.E
SYMBOL
PLANT NAME
SIZE
05' O.C.
SHENANDOAH SWITCH GRASS
#3
PANICUI/ t MA TUM SHENANDDAH'
NORTHERN BAYBERRY
#3
MYRICA PENSYL VANICA
NORTHERN ARROWWOOD
#3
MIRNUM DEN TA iUM
NEW ENGLAND WILDFLOWER MIX
NEW E)VGLAND W£iLAND PLANTS; /NC
OR EOVAL
NOTES
Faris
1. DATUM IS NAVD 88
2. MUNICIPAL WATER IS PROPOSED Pond
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. Eii,Fs th
4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS Stoney Hill Roo q"o��
TO BE AASHO H-ZQ
5. PIPE JOINTS TO BE MADE WATERTIGHT. Locus otie Te,
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH o � �
310 CMR 15.000 (TITLE 5.)
7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO a �`
BE USED FOR LOT LINE STAKING OR ANY OTHER
PURPOSE. Knob Hill
8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4' PVC.
c
9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED Whites Poth 81u
WITHOUT INSPECTIONBYBOARD OF HEALTH AND
PERMISSION OBTAINED FROM BOARD OF HEALTH.
10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING LOCUS: MAP
DIGSAFE (1-888-344-7233) AND VERIFYING THE
LOCATION OF ALL UNDERGROUND do OVERHEAD UTILITIES SCALE 1 "=2000't
PRIOR TO COMMENCEMENT OF WORK.
11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE ASSESSORS MAP 118 PARCEL 23.2
REMOVED BENEATH AND 5' AROUND THE PROPOSED
LEACHING FACILITY. LOCUS IS WITHIN FEMA FLOOD ZONE X
12. GUTTERS AND DOWNSPOUTS M BE DIRECTED TO (AREA OF MINIMAL FLOOD HAZARD) AS
DRYWELLS OR ROOF DRIP LINES M STONE TRENCHES. SHOWN ON COMMUNITY PANEL #25001CO579J
13. PROPOSED DISTURBANCE TO BE LESS THAN 1 ACRE DATED 7/16/2014
C'32� S$w SF ff-
TEST HOLE LOGS
�m
ENGINEER- CRAIG J. FERRARI, SE #13871
WITNESS: MALLORY LANGLER
DATE: 1 /26/21
PERC. RATE _ < 2 MIN/INCH
CLASS I SOILS
ELEV. 2 ELEV.
�• 4 24.6' Q" 4 25.0'
FILL
12"
PERC
Y.11.113>ath g,,U'b DeparW=t
PROS o
Date
C
MS
1OYR 7/4
120" I 1 14.6' 120" I 15.0'
NO GROUNDWATER ENCOUNTERED
TITLE 5 SITE PLAN
OF
#47 NICKERSON FARM WAY
SOUTH YARMOUTH, MA
PREPARED FOR
DAN CHRISTOPOULOS
DATE: JULY 19, 2021
REV.: AUGUST 25, 2021 (VEGETATION NOTES)
REV.: AUGUST 9, 2022 (No-fS--p% Tv cE 51z.c)
Scale:1"= 20'
L�H OF MASS ,ZH OF MqS.
q°�, �� q�y 0 10 20 30 40 50 FEET
o DANIEL G� o DANIELA. -
a OJALA
O AJ fi.,I CIVIL "'
-13 No. 40980No AVill
off 508-362-4541
0,ESS\0 °FF�GIST0' ��fax 508-362-9880
SS/ONAL E� downcope.com
down o pe eag�nelr��g, INC.
Y�4)
civil engineers
/,Z,.Z -__- �
GATE DANIEL A. OJALA, P.E., P.L.S. 939 Main Street ( Rte 6A)
YARMOU THPOR T AM 02675
21-094 CHRISTOPOULOS.OWG
r r�