HomeMy WebLinkAboutEngineer PlanII LOCATION MAP NOT TO SCALE II
NOTES:
1. PLAN REFERENCES:
1.1. PLAN ENTITLED 'RE -SUBDIVISION PLAN OF BAY RIDGE IN
YARMOUTH" RECORDED IN PLAN BOOK 143, PAGE 89.
2. TOPOGRAPHIC AND DETAIL INFORMATION SHOWN HEREON IS BASED
UPON AN ON THE GROUND SURVEY PERFORMED BY MERRILL
ENGINEER'S AND LAND SURVEYORS DURING SEPTEMBER OF 2023.
3. ALL ELEVATIONS ARE BASED ON THE NORTH AMERICAN VERTICAL
DATUM OF 1988.
4. SUBJECT SITE IS IN THE RESIDENTIAL "R-40" DISTRICT AS
DEPICTED ON THE TOWN OF YARMOUTH ZONING MAP.
5. EXISTING UTILITIES, WHERE SHOWN, HAVE BEEN COMPILED BASED
ON OBSERVED ABOVE GROUND EVIDENCE AND AVAILABLE RECORD
PLANS AND ARE M BE CONSIDERED APPROXIMATE. MERRILL
ENGINEERS AND LAND SURVEYORS DOES NOT GUARANTEE THE
LOCATION OF THE UNDERGROUND UTILITIES SHOWN OR THAT ALL
EXISTING UTILITIES AND/OR SUBSURFACE STRUCTURES ARE SHOWN.
ENVIRONMENTAL NOTES:
1. SITE IS NOT WITHIN AN A.C.E.C. (AREA OF CRITICAL
ENVIRONMENTAL CONCERN).
2. SITE IS NOT WITHIN AN AREA OF ESTIMATED HABITAT OF RARE
WILDLIFE PER NHESP MAP "ESTIMATED HABITATS OF RARE
WILDLIFE" FOR USE WITH THE MA WETLANDS PROTECTION ACT
REGULATIONS (310 CMR 10)."
3. SITE DOES NOT CONTAIN A CERTIFIED VERNAL POOL PER NHESP
MAP "CERTIFIED VERNAL POOLS!
4. SITE IS NOT WITHIN A PRIORITY HABITAT PER NHESP MAP
"PRIORITY HABITATS OF RARE SPECIES" FOR SPECIES UNDER THE
MASSACHUSETTS ENDANGERED SPECIES ACT, REGULATIONS (321
CMR10).
5. SITE IS NOT LOCATED WITHIN A STATE APPROVED ZONE 11 GROUND
WATER RECHARGE PROTECTION AREA.
LEGEND
❑
BP
BEAN POLE FOUND
13
CB/DH
CONCRETE BOUND W/DRILL HOLE FOUND
0
CH8
COUNTY HIGHWAY BOUND FOUND
U
IP
IRON PIPE FOUND
-6
HID
FIRE HYDRANT
0
POST
WOOD POST
Q
SHRUB
SHRUB
DECIDUOUS TREE
CONIFEROUS TREE
0
UP
UTILITY POLE
- 0-0-0-
POST AND RAIL FENCE
--0
-0-
STOCKADE FENCE
----34---- - - - - --
CONTOUR LINE
G
GAS UNE
OHW
OVERHEAD WIRES
W
WATER MAIN
s
PARCEL ID: 137-64.1
#311 MAYFAIR ROAD, YARMOUTH
NORMAN HASSAN AND JACQUELINE GUNDBERG
119 LONGWOOD AVENUE
PROVIDENCE, RI 02908
DEED BOOK 35295 PAGE 209
LOT 37: PLAN BOOK 143 PAGE 89
FLOOD NOTE:
BY GRAPHIC PLOTTING ONLY, THIS
PROPERTY IS LOCATED IN ZONE X OF
THE FLOOD INSURANCE RATE MAP, AS
SHOWN ON COMMUNITY MAP No.
25001 C0583J, WHICH BEARS AN
EFFECTIVE DATE OF JULY 16, 2014,
AND IS NOT IN A SPECIAL FLOOD
HAZARD AREA.
ZONING REQUIREMENTS
RESIDENTIAL 'R-40" DISTRICT
REQUIRED PROPOSED
BUILDING COVERAGE <25% 15.7yf
MINIMUM YARDS:
FRONT YARD 30 FEET 31 FEET
SIDE YARD 20 FEET 21 FEET
REAR YARD 20 FEET 49 FEET
ZONING NOTE:
REFER TO THE TOWN OF YARMOUTH ZONING BYLAW
FOR EXCEPTIONS AND ADDITIONAL DETAILS.
CHB
TOP FOUND. = 38.5f
25.Ot
MARKING TAPE OVER
SYSTEM COMPONENTS
EL=28.Ot
\7/
`- - -- -PROPOSED -
�-, 4"0 PVC SCH 80
PROPOSED
2-20 GONERS
rmuru3=u n-1u u-Dun
RISER BROUGHT TO WITHIN
PROPOSED 4"0 PVC SCH 40 PERFORATED
BROUGHT TO WITHIN
6" OF FINISH GRADE
INSPECTION PORT. PROVIDE A THREADED CAP.
6" OF FINISH GRADE
PORT TO BE ENCLOSED IN A RISER BROUGHT
15' (5' W/ BARRIER)
26.0t
FINISH GRADE
TO FINISH GRADE
I-- - -
- - - - - - - -
(BREAKOUT EL=22.0)
- - -!I CL
I
MAX. COVER= 36"
EL=25.0f(MAX)
VENT W/
En
I En
PROPOSED
INLET TEE
MN. COVER= 12
12"MIN
EL=23.0t(MIN)
CHARCOAL
'�
I O
-
PROPOSED 4 _
LEVEL FIRST//�\/.(�\�l//�\
TWO FEET - - . -- -
�,�
I
FILTER
3_
s" z"
PVC SCH 40 PIPE
4 „ � PYC SC
1
_
11 MAX 1 ME
3=.uL WHIN
3"
S=0.Q1 MIN H-40
FILTER FABRIC
TOP EL. 22.Q
EL.23.25
_
`
I
EL 23.0 S 0_O 1 MIN
L1. 2 .5 w,:�;,.�I ,
r•s+•
L. 21.13
o O'er
... " ..
1'-10"
.. -
46
EL.
CRUSHE
21.33
. `
„
12 '•
10' MIN
INSTALL MA-DEP STONE
'�
BOT STONE EL. 19.13
4'-0"
4'-0"
4'-0"
TO BLDG (TYP) APPROVED EFFLUENT REIN. CONC. DIST. BOX
12"-3/4" TO 1 1 2"
FILTER (ZABEL OR 19"X12"X12" INSIDE (M!N}:
APPROVED EQUAL)
6" MECHANICALLY COMPACTED
(H-10 LOADING)
WASHED STONE 12.0
5 1
20' MIN
CRUSHED STONE
,
TO SOIL ABSORPTION SYSTEM (TYP)
PROPOSED
_
3 (481 CONCRETE LEACHING CHAMBERS I z
1500 GAL (MIN.) PRECAST CONCRETE
12" STONE BELOW CHAMBERS 4 S ONE ON SIDES ILO
TANK W/2 PVC SCH 40
TEES
AND 2' STONE ON END
(MONOLITHICALLY POURED)
TOTAL EFFECTIVE LEACHING AREA = 281 X 12.0 X 2.0'D i
0(SEE)
SUBSURFACE
LIMIT DF EXC OIL LOGS) T
SEWAGE DISPOSAL SYSTEM-
(NOT TO SCALE)
GROUND WATER EL <14.0 - -I_
NO MOTTLES 11 TH 23-71 #2
SEPTIC DESIGN (NOT DESIGNED FOR A GARBAGE GRINDER)
1. DESIGN DAILY FLOW: 3 BR. x 110 GPD = 330 GPD *USE FOR DESIGN*.
2. SEPTIC TANK: 330 GPD x 2 = 660 GAL (USE 1,500 GAL SEPTIC TANK)
3. LEACHING FIELD: P.R. = 5 MIN/IN, CLASS I , E.LR. = 0.74 GPD/SF
TITLE V : (NOT DESIGNED FOR GARBAGE GRINDER)
REQUIRED AREA: 330 GPD/0.74 GPD/SF = 446 SF (MIN)
USE: 3-48' LEACHING CHAMBERS IN 12'W x 281 x 2.0' DEEP STONE
PROPOSED AREA: 28'x12' = 336 S.F., PLUS 2.0' x (28+28'+12'+12')=160 S.F. TOTAL=496 S.F.
CAPACITY: 496 S.F. x 0.74 GPD/S.F. = 367 GPD(D.D.F.) > 330 GPD MIN
4. EXCAVATE ALL MATERIAL 5' AROUND SYSTEM TO C LAYER (SEE SOIL LOGS).
REPLACE WITH CLEAN COARSE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255 TO
TOP OF S.A.S. (SEE PROFILE). EXCAVATION MUST BE INSPECTED BY THE TOWN AND
MERRILL CORPORATION BEFORE SOIL PLACEMENT.
44.7
Toy�yN LINE --
PROPOSED ELECTRIC
(LOCATION T.B.D. BY ""�-•�
UTLTTY COMPANY)
�j
�^� \ CON
o \ R=43.77
CB/bH L4NDCOURT
� R`2
1.64
Ilk
CBN 1430 �✓� o
(NO EASEMENT
DOCUMENTS ROUND)
+38.5 Gam/ P ." t` `.� - to
PARCEL ID:137-65 f { +38.2 n'Y
NIF s R N ;� 8P fWD LOT COR 44.
STEPHEN P. RODERICK _ - - - -
KUEI77U CHANG
L.C.C. 208683 r 21' 38.4 \� 38.5+
45.7
-PROPOSED WATER
CONNECTION
(LOCATION T.B.D. BY
UTILITY COMPANY)
PROPOSED GAS
CONNECTION
(LOCATION T.B.D. BY
UTLITY COMPANY)
FAVED
GARAGE ( 3
SLAB=39.0±
PROPOSED 3
_ 2-STORY BP FND LOT LINE
BP FND LOT LINE DWELLING 32pF� �1 ` BEtJ^NA!4RK:
z, F.F.E.=39.5' I FROI;7 BONNET BOLT
INTERIOR PLUMBING TO R; z / T.O.F =38 5 EL=45.57 (NAVD 86)
BE ROUTED TO REAR & cn IBSMT=28 5
ELEVATION SET BY { w s
PLUMBER u, _ ?,,, y \
PARCEL ID:137-642
I 'ARE - POP. \ ;� ( NMS T. ANGI&AlAVAMCH
1 5 N � � � � CK ao LUARETTA A. LYONS
PROPOSED 1,500 `" DEED BOOK: 34681
GALLON SEPTIC TANK N �' I' 1, ; Z PACE: 132
Yr�r'► "
8P fND LOT UNE
-15'
PROPOSED D-BOX
PROPOSED SOIL ABSORPTION SYSTEM
(3) FLOW DIFFUSER PRECAST CONCRETE LEACHING
CHAMBERS IN TRENCH CONFIGURATION
(12 W x 281 x 2'D EFFECTIVE AREA)
PARCEL ID:137-66
NIF
RICHARD J. FAGAN JR.
PAULA FAGAN
L.C.C.199943
COPYRIGHT(CD BY MERRILL CORPORATION
NO PART OF THIS DOCUMENT MAY BE REPRODUCED, STORED IN A RETRIEVAL SYSTEM, OR TRANSMITTED IN ANY FORM OR BY ANY MEANS, ELECTRONIC,
MECHANICAL, PHOTOCOPYING, RECORDING OR OTHERWISE, WITHOUT THE EXPRESS WRITTEN CONSENT OF MERRILL CORPORATION WITH THE EXCEPTION
OF ANY REGULATORY AUTHORITY WHICH MAY REPRODUCE IT IN CONJUNCTION WITH THE PERFORMANCE OF OFFICIAL BUSINESS UNDER ITS JURISDICTION.
ANY MODIFICATIONS MADE TO THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF MERRILL CORPORATION SHALL RENDER IT UNUSABLE.
VE04
_ _ _4X4' LANDING
-
IPROPOSED RESERVE AREAL
---22-----1
LOT AREA -
6'1 14,495t-SF -
0.33t ACRES
CBIVH
S 71'08142" E 81.94'
_f
PARCEL ID: 137-36
NIF
20 EIDER STREET NOMINEE TRUST
DEED BOOK: 30002
PAGE: 8
CHB
1 1 1 •1 .1
----
Health Department
_�i0fTlIt.-.4
Date
GENERAL CONSTRUCTION NOTES:
1. THE INSTALLATION OF THE SEPTIC SYSTEM MUST BE PERFORMED BY A LICENSED CONTRACTOR.
2. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL SECURE ALL NECESSARY STATE, MUNICIPAL, AND
UTIUTY PERMITS AND VERIFY PROPOSED LOCATION OF UTILITIES WITH UTILITY COMPANIES.
3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL APPLICABLE STATE AND LOCAL STANDARDS AND
REGULATIONS.
4. CONTRACTOR MUST NOTIFY DIG -SAFE PRIOR TO CONSTRUCTION. EXISTING UTIUTIES, WHERE SHOWN, ARE
APPROXIMATE. MERRILL ENGINEERS AND LAND SURVEYORS DOES NOT GUARANTEE THE LOCATION OF THE
UNDERGROUND UTILITIES SHOWN OR THAT ALL EXISTING UTILITIES AND/OR SUBSURFACE STRUCTURES
ARE SHOWN.
5. CONTRACTOR TO NOTIFY MERRILL ENGINEERS AND LAND SURVEYORS OF ANY INCONSISTENCIES ON THE
PLAN. NO CHANGES ARE TO BE MADE IN THE FIELD WITHOUT THE APPROVAL OF THE YARMOUTH BOARD
OF HEALTH AND MERRILL ENGINEERS & LAND SURVEYORS.
6. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF WORK. THE YARMOUTH
BOARD OF HEALTH AND MERRILL ENGINEERS AND LAND SURVEYORS TO BE NOTIFIED OF ANY
INCONSISTENCIES NOTED IN THE FIELD.
7. ALL YARD WASTE & DEBRIS SHALL BE DISPOSED OF OFF SITE AT AN APPROPRIATE FACILITY. THE
YARMOUTH BOARD OF HEALTH & BUILDING INSPECTOR MAY REQUIRE PROOF OF DISPOSAL.
8. ALL AREAS DISTURBED BY CONSTRUCTION AND NOT TO BE PAVED OR OTHERWISE TREATED AS NOTED ON
PLAN, SHALL BE GRADED WITH 4" OF SCREENED LOAM AND SEEDED.
9. ALL SYSTEM COMPONENTS SHALL BE MARKED WITH MAGNETIC MARKING TAPE.
10. THE INSTALLER WILL PROVIDE 48 HOURS NOTICE TO THE YARMOUTH BOARD OF HEALTH AND MERRILL
ENGINEERS AND LAND SURVEYORS FOR THE FOLLOWING INSPECTIONS:
A.) EXCAVATION
B.) INSTALLED SYSTEM PRIOR TO BACKFILL
11.THERE WILL BE NO BUOYANT FORCES ACTING ON ANY COMPONENTS OF THE PROPOSED SUBSURFACE
SEWAGE DISPOSAL SYSTEM.
12.THE CONTRACTOR SHALL ENSURE ALL COMPONENTS OF THE SUBSURFACE SEWAGE DISPOSAL SYSTEM
HAVE A MINIMUM OF 10 FT SEPARATION TO WATER SUPPLY LINES.
13.INSTALL RISERS WITH COVERS TO GRADE ON ALL SEPTIC TANK INLET AND OUTLET OPENINGS.
14. THERE ARE NO WELLS WITHIN 100' OF THE PROPOSED SYSTEM.
15. ELECTRIC, TELEPHONE AND CABLE UTILITIES PER UTILITY COMPANY REQUIREMENTS.
16.MERRILL RECOMMENDS PROPERLY DESIGNED FOUNDATION DRAINS, BY OTHERS, FOR EVERY STRUCTURE
WITH A BASEMENT.
17. CONTRACTOR TO CONFIRM GROUNDWATER ELEVATION AT FOUNDATION PRIOR TO CONSTRUCTION.
18. ALL SEPTIC SYSTEM COMPONENTS SHALL BE RATED FOR H-10 LOADING.
19. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THAT THE GRADING AROUND THE FOUNDATION MEETS THE
REQUIREMENT'S OF THE MJ SS. STATE BUILDING CODE AND THE INTERNATIONAL RESIDENTIAL CODE (IRC
2009) SECTION R401.3. THE GRADE SHALL DROP A MINIMUM OF 6" WITHIN 10 FEET OF THE
FOUNDATION AS REQUIRED TO ENSURE WATER DRAINS AWAY FROM THE FOUNDATION. ADDITIONALLY, THE
MINIMUM DISTANCE FROM FINISH GRADE TO ANY WOOD FRAMING/CONSTRUCTION SHALL MEET THE
MINIMUM REQUIREMENTS OF THE MASS. STATE BUILDING CODE AND THE IRC 2009.
20.CONTRACTOR SHALT. OBTAIN STREET OPENING PERMIT FOR PROPOSED CURB CUT ON MAYFAIR ROAD.
SOIL LOGS
PERFORMED BY: JACK LANDERS-CAULEY, P.E.
WITNESSED BY: YARMOUTH BOARD OF HEALTH
DATE: AUGUST 3, 2022
T.H. 22-1 T.H. 22-2
EL. 37.5 EL. 37.5
0" TO 4"
0" TO 8"
A HORIZON
A HORIZON
LOAM
FILL
LOAMY SAND
LOAMY SAND
10 YR 3/3
37.2
10 YR 3/2
37.2
4" TO 36"
8" TO 23"
B HORIZON
B HORIZON
LOAMY SAND
LOAMY SAND
10 YR 5/6
34.5
10 YR 5/6
34.5
36" TO 120"
23" TO 120"
C LAYER
C LAYER
MEDIUM/
PERC
MEDIUM/
FINE SAND
®4B_gg"
COARSE SAND
10 YR 7/4
R-5
2.5 YR 6/3
D=10'
NO WATER
ENCOUNTERE
NO MOTTLES
27.5 1 127.5
D=10'
NO WATER
NCOUNTERED
NO MOIRES
SOIL LOGS
PERFORMED BY: LARRY CARREIRO (MERRILL ENGINEERING)
WITNESSED BY: YARMOUTH BOARD OF HEALTH
DATE: DECEMBER 13, 2023
T.N. # 1 (23-71) T.H. #2 (23-71)
EL. 26.0 EL. 24.0
0" TO 11"
0" TO 11 "
A HORIZON
A HORIZON
LOAM
/FILL
LOAMY SAND
LOAMY SAND
10 YR 3/3
25.1
10 YR 3/2
23.1
11 " TO 48"
11 " TO 48"
B HORIZON
B HORIZON
LOAMY SAND
SAND
10 YR 5/6
22.0
0LOAMY
5/6
20.0
48" TO 120" 48" TO 120"
C LAYER C LAYER
MEDIUM MEDIUM
SAND SAND
2.5Y 6/4 2.5 YR 6/3
16.0 1 114.0
D=10' I D=10'
NO WATER I NO WATER
merrillinc.com
REVISIONS
1,
I
I
I
i,
I
1
1
HOUSE BOX/SITE ADJUSTMENTS 1/17/2
1
NEW PERC TESTS/E RATIONS 12/14/
DRANAN BY KNH
DES ISNEO 81' KW
CHECKED BY TS
SCALE:
1"=20'
STAMP:
ao-,A or &1414
DEANA
o BI(' UMITRI
No. 49075
N
a
Is , .
L ZN OF q M
TIMOTHY M. N
�a SANTOS
�s CIVIL -�
N0.45070 u'
.0
9�G�STEp'��
�ss��Pi 4L `NC3� l
P
a
M e ni
Engineers and Land Surveyors
427 Columbia Road
Hanover, MA 02339
781-826-9200
40 Court Street, Ste 2A
Plymouth, MA 02360
508-746-6060
Marine Division:
26 Union Street
Plymouth, MA 02360
508-746-6060
448 N. Falmouth Hwy, Unit A
North Falmouth, MA 02556
508-563-2183
PROJECTI*
23-382
PROJECT:
PLOT
PLAN
#311 MAYFAIR ROAD
PARCEL ID: 137-64.1
YARMOUTH, MASSACHUSETTS
CLIENT:
REpurpose Construction, LLC
PO BOX 334
BUZZARDS•BAY, MA 02532
DRAWING PATH:
H:\23-382\DESIGN\23-382 SITE PLAN.DWG
DATE:
DECEMBER 7, 2023
PLAN OF PROPOSED
DWELLING &
PROPOSED SEWAGE
DISPOSAL SYSTEM
SHEET 1 of 1
1ilw#1 Capwdim