HomeMy WebLinkAboutTitle 5 Site Plan 3-15-22in
LEGEND
99 -
EXISTING CONTOUR
X 99.1
EXIST. SPOT ELEV.
--[99]-
PROPOSED CONTOUR
PROPOSED SPOT EL.
TH1
0
TEST HOLE
2%
SLOPE OF GROUND
Cob
UTILITY POLE
' 10
FIRE HYDRANT
NOTE: ` NOT ALL SYMBOLS MAY APPEAR IN DRAWING
SYSTEM DESIGN:
GARBAGE DISPOSER IS NOT ALLOWED
DESIGN FLOW: 4 BEDROOMS 0 110 GPO = 440 GPD \
SYSTEM PROFILE MARK CORNERS OF
LEACHING FIELD W/
(� TO � GRADE
E SET 4" BELOW INSPECTION PORT
27 SLOPE
FILTER FABRIC
USE A 440 GPD DESIGN FLOW 23.0' MINIMUM .75' OF COVER OVER PRECAST 23.0-25.0 ,TOP 22.0' FINISHED GRADE- 4" LOAM &SEED
.: RISERSPRECAST MP.) WATERTEST O'BOX
SEPTIC TANK: 440 GPD (2) = 880 2•e FOR LEVELNESS 4"•SCH4o PVC %. :.�< Alm
, PIPES LEVEL 1ST 2' i CLEAN FILL >
*
USE A 1500 GAL. H-10 SEPTIC TANK 10 IWO GAL H-10 14- a PERFORATED PVC 3-W O_C_ S=0.005 -�
O
21.2' TEE SEPTIC TANK TEE >�. a
LEACHING: z�eEt �� 20.95 000000000000 `�/ 3/4"-1-1/2" DOUBLE WASHED o
���� o 0 0 o a o �/ 8" STONE LEACHING FIELD 6"DEPTH MIN BELOW INV.
440 GPD .74 = 595 SF REQUIRED " • aacroa a_
( ) •• • � • � ounFr ,� w�tx►orsioN 20.57' 2 .4' � � 20.15'
:3 • : 4 UQc LEVEL (ACME OR EQUAL) 20.37 LEVEL BOTTOM O
(12.5 X 26) + (10 X 31) = 635 SF OK .!• o�aaco'ua'oaaauaaaaaaaace�a ���T.'i �'�C�1CC��r�:'T:''
•'aaaaa�aaaaaaaaaaaaaaaaa�aaaaaaaaa"�aaaaaaaoa
635 SF X .74 = 470 GPD OK
43.5'
USE A PIPE AND STONE LEACHING FIELD IN CONFIGURATION SHOWN. 19.65'
(SEE LEACHING DETAIL)
6" CRUSHED STONE OR MECHANICAL
COMPACTION. (15.221 [2])
*THE INSTALLER SHALL VERIFY THE
LOCATIONS OF ALL UTILITIES AND ALL
BUILDING SEWER OUTLETS AND (2.5z SLOPE) (1 % SLOPE) (-!-X SLOPE) **ADJ. G.W. EL= 14.65'
ELEVATIONS PRIOR TO INSTALLING ANY LEACHING
PORTION OF SEPTIC SYSTEM FOUNDATION- 30' SEPTIC TANK 38' D' BOX 5'
FACILITY
*4-0'�N GAS LINE
o
OPOSED CLEARING LIM
RELOCATED
ACCESS COVERS TO WITHIN 6" OF FIN. GRADE
TOP FNDN. EL. 25.0'
L FENC
14)
4
SEPTIC TANK
� � ■
I�
P,7jN1OPOSU1,.' WORK
•
HE0 co
f
R MOVE/REVEGETATE)
7 f LL �N FocF p, , ® .F. �
° - -- o
f f of 20•5' P% E oq, O j Q o
f.00 .. ... °
P POSED WILDFLOWER
CIVF i ITIG TI N PLANTINGS
''' o ci i+ + 4
o J Q
4.4 j a_ + +
cv EXISTING 3 BR +. `
DWELLING TOP w - _
+� I
-W OF FNDN EL. •a.". i 16�'- ; -7;' + + > a
�� W W 25.0' _ �� '0}C'qh 0�
+ +
+ + j
I
PROPOSED
PROP. . _ _ ••• .•••,•••_•1• •�.' + +
PORCH STAIR 1 +
o,m III II •�, 32js
(SONOTUBES) 7.5' _' ; + + ",
:� 00
,r
DEM r + +
EXIST. 1 1 1 1
�J
1
DECK + +
o 1 1 i1
C� GARAGE j1 + + + 0
N N SLAB EL - + + x
o 24.0 + +
b 24 PROP. "' `X --- x
TH-
STAIR
o
PAV � o •�
IVE
\ LOT 62
�o
21,880f SF }
d BENCHMARK: ' 117.00
C4
MAG SET
=23.8' NAVD88 LOO
ko FOLAG
ut
O a d ; APP CO EA�
DE 0 EXISTING NCE 0 E 0 R GETATE)
A., REPLACE WI o', S I L FFNCE ECTION S.F
OOL FENCE (S NOTE 14) o?
DCE #21-079
VARIANCES REQUESTED UNDER YARMOUTH BOH
SUB -SURFACE SEWAGE DISPOSAL REGULATIONS:
-REDUCTION TO GROUNDWATER ADJUSTMENT OF 0.55'
(0.7' TO 0.15')**
26.0'
rri
10.0'
LEACHING DETAIL
(SCALE: 1 "= 10')
NOTES
1. DATUM IS NAVD 88
2. MUNICIPAL WATER IS EXISTING
3. MINIMUM PIPE PITCH TO BE 1 /8" PER FOOT. Loc
4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS ( �fl�
TO BE AASHO H-]Q
5. PIPE JOINTS TO BE MADE WATERTIGHT.
C
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH
310 CMR 15.000 (TITLE 5.) a
7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO
BE USED FOR LOT LINE STAKING OR ANY OTHER
PURPOSE.
8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED
WITHOUT INSPECTION BY BOARD OF HEALTH AND
PERMISSION OBTAINED FROM BOARD OF HEALTH. Rte BQ
10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING
DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCUS
�A�
LOCATION OF ALL UNDERGROUND do OVERHEAD UTILITIES L u
PRIOR TO COMMENCEMENT OF WORK.
11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE SCALE 1 "=2000'f
REMOVED BENEATH AND 5' AROUND THE PROPOSED LEACHING FACILITY. ASSESSORS MAP 149 PARCEL 75
12. EXISTING LEACHING FACILITY SHALL BE PUMPED AND LOCUS IS WITHIN FEMA FLOOD ZONE X
REMOVED. (AREA OF MINIMAL FLOOD HAZARD) AS
13. WETLAND FLAGGED BY BRAD HALL OF BLH SHOWN ON COMMUNITY PANEL #25001 CO576JDATED 7/16/2014
ENVIRONMENTAL CONSULTING
14. POOL FENCE TO BE INSTALLED AS PER STATE AND
LOCAL POOL REGULATIONS. PROVIDE DOOR ALARMS
AND SELF LATCHING GATES AS REQUIRED.
15. REFERENCE ORDER OF CONDITIONS SE # 083-2323
ZONING SUMMARY
TEST
HOLE
LOGS
TEST HOLE LOGS
ZONING DISTRICT. R-40 DISTRICT
ENGINEER:
DAVID FLAHERTY, R.S., SE2755
ENGINEER: CRAIG J. FERRARI, SE #13871
REQUIRED:
EXISTING:
MIN. LOT SIZE 40,000 S.F.
21,880 S.F.f
WITNESS: AMY VON HONE,
R.S., C.H.O.
WITNESS: PHIL RENAUD
MIN. LOT FRONTAGE 150'
286►
DECEMBER
10, 2008
2 2022
DATE: 3 / /
MIN. FRONT SETBACK 30'
27.6'
.DATE:
MIN. SIDE SETBACK 20'
41.9'
PERC. RATE
_ < 2 MIN/INCH
PERC. RATE _ < 2 MIN/INCH
MIN. REAR SETBACK 20'
I
MAX. BUILDING COVERAGE 25%
11.6%
CLASS I
SOILS
CLASS SOILS
MAX. BUILDING HEIGHT 35'
<35'
PROPOSED BUILDING COVERAGE 12.8%
4
21.0' ELEV.
n ELEV.
0„
a„ `V' 23.0
0/A/E
A
LS
LS
.,
7
10YR 4/2
10YR 3/2
9„
B
B
LS
LS
27"
10YR 5/6
18.7'
10YR 5/8
18"
21.5'
C
PPERCC
VN MSPERC MIS
LO
N 1OYR 7/4
OBS. WELL INFO- GROUNDWATER ADJ. DATA: 2.5Y 7/4
WELL- SDW-252 14.5' WELL: SDW 252R
ZONE- A ZONE: A
DATE 0 ADJ G W
- N VEMBER 2008 " ADJ. G.W. 96 13.0 ADJUSTMENT: 0.7 14.5,
READING- 47.4'
(FEBRUARY '22) =13.0-
ADJUSTMENT 1.5' 108" G.W. 12.0'120"
G.W ENCOUNTERED AT 102" EL. 14.5'
TITLE 5 SITE PLAN
OF
84 HOMERS DOCK RD.
YARMOUTH PORT, MA
PREPARED FOR
BECKY & ALBERTO MAITINO
DATE: MARCH 15, 2022
�o� DANIEL yGN Scale: 1 = 20
DANIEL A. �� A.
Z O.ir"-.LA �� . OjALA o
CIVIL .' No.40980 0 10 20 30 40 50 FEET
No. d6502 4oF
E s s� off 508-362-4541
G I s 7 �R� �� ' �/'o Su R ! Ey fox 508-362-9880
�,S/ONAL EN�'\ y a downcope.com
we cope OfffAV f, AM
civil engineers
land surveyors
1 939 Main Street ( R to 6A)
DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675
21-079 MAITINO (2).DWG