Decision 3707 - C - Site Plan1 APPLICANT: ENERGY RETAILERS INC.
4 NORTH STREE
HINGHAM, MA 02043
2. LOT SHOWN ON ASSESSO 'S MAP X87 , PARCEL 87 IN THE TOWN OF
YARMOUTH.
3. PROPERTY LINE AN INFORMATION TAKEN FROM A PLAN ENTITLED "BOUNDARY &
TOPOGRAPHICAL P N. PREPARED BY CONTROL POINT ASSOC., INC., WATCHUNG,
N.J., DATED , S ALE: 1"= 20'
4. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS
AND SPEC (CATIONS ASSOCIATED WITH THIS PROJECT WORKSCOPE PRIOR TO THE
INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH
THE DOCUMENTS, RELATIVE TO THE SPECIFICATIONS OR APPLICABLE CODES, IT IS
THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD
IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR
NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL
RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF WORK AS
DEFINED BY THE DRAWINGS AND IN FULL CONFORMANCE WITH LOCAL REGULATIONS
AND CODES.
5. ALL WORK SHALL CONFORM TO THE TOWN OF YARMOUTH AND THE STATE OF
MASSACHUSETTS DEPARTMENT OF TRANSPORTATION CONSTRUCTION STANDARDS AS
APPLICABLE.
6. ALL SITE WORK INCLUDING CONCRETE MATS AND PAVING SHALL BE CONSTRUCTED
IN ACCORDANCE WITH PROPERTY OWNERS SPECIFICATIONS,
7. ALL UNDERGROUND TANK AND PIPING INSTALLATION SHALL CONFORM TO THE
REQUIREMENTS OF THE DISPENSER AND PIPING MANUFACTURERS AND THE TOWN
OF YARMOUTH FIRE DEPARTMENT.
8. UNDERGROUND STORAGE TANKS, PIPING, AND. SYSTEM COMPONENTS SHALL BE
INSTALLED IN ACCORDANCE WITH ALL APPLICABLE CODES AND REGULATIONS BY A
LICENSED CONTRACTOR CERTIFIED FOR SUCH INSTALLATION BY THE TANK AND
PIPING MANUFACTURER. ALL INSTALLATION DETAILS SHALL BE IN ACCORDANCE
WITH MANUFACTURING DETAILS FOR ALL TANK AND SYSTEM COMPONENTS.
9. LOCATION OF ALL EXISTING AND PROPOSED SERVICES ARE APPROXIMATE AND
MUST BE CONFIRMED INDEPENDENTLY WITH LOCAL UTILITY COMPANIES PRIOR TO
COMMENCEMENT OF ANY CONSTRUCTION OR EXCAVATION, ALL UTILITY SERVICE
CONNECTION POINTS SHALL BE CONFIRMED INDEPENI
IN THE FIELD PRIOR TO THE COMMENCEMENT OF CO
10, ALL UTILITY LOCATIONS ARE APPROXIMATE. IT IS TH
CONTRACTOR TO LOCATE CONDUITS, PRODUCT PIPIN(
OF EXCAVATION OF ANY TYPE.
11. EXISTING TANKS, PIPING AND ALL OTHER EQUIPMENT
DISPOSED OF IN ACCORDANCE WITH ALL FEDERAL, S
REGULATIONS.
12. ALL EXCAVATED UNSUITABLE MATERIAL MUST BE TRA
DISPOSAL LOCATION.
13. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
(1-888-344-7233) 72 HOURS PRIOR TO ANY EXC.
CONTRACTOR SHALL ALSO NOTIFY LOCAL WATER &
MARK OUT THEIR UTILITIES.
14. CONTRACTOR SHALL NOTIFY LOCAL FIRE DEPARTMENT
PERMITS. IT IS THE RESPONSIBILITY OF THE CONTRA
AND BUILDING DEPARTMENT 48 HOURS PRIOR TO C
15. THE LIMITS OF WORK SHALL BE CLEARLY MARKED I
START OF CONSTRUCTION OR SITE CLCARING.
16. ALL CONCRETE AND BITUMINOUS PATCH AREAS TO 1
17. ALL WORK IS TO BE PERFORMED IN /CCORDANCE �
18. SOLID WASTE TO BE DISPOSED OF By CONTRACTOR
LOCAL, STATE AND FEDERAL REGULATIONS.
19. CONTRACTOR IS RESPONSIBLE FOR ALL EXCAVATION
WITH CURRENT OSHA STANDARDS, AS WELL AS ADD
STABILITY OF CONTIGUOUS STRUCTURES,
20. ANY REPRODUCTION OF THIS ENGINEERED DOCUMEN
THE "ENGINEER OF RECORD" IS STRICTLY PROHISITE
21. IN CASE OF DISCREPANCIES BETWEEN PLANS, THE
IN ALL CASES. NOTIFY ENGINEER OF RECORD OF
22. ALL FEATURES NOT LABELED AS "NEW", "P^0FGSF1
SHALL BE CONSIDERED TO BE "EXISTING TO REMAIP
DRYWELL
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PROP. DRYWELL. ACTUAL SI'<E AND DESIGN
TO BE VERIFIED DURING CONSTRUCTION
SEE DETAIL ON THIS SHEET.
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GRA'TTE
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PROP. 32.0' X 4.0'
CONCRETE ISLAND
METAL
COVER
24"
CAST IRON FRAME AND
COVER (OP. GRATE: SEE PLAN)
INSTALL DRAINAGE STRUCTURE FOR
H-20 LOADING
WITHOUT CONC. COVER
BUILD-UP W/BRICK & BLOCK
(MIN. 2 COURSES)
PROPOSED
FINISHED GRADE
FILTER FABRIC AROUND
ELEV: SEE PLAN
STONE (12" OVERLAP MIN.)
ROTONDO DW -HD -6
• CIVIL & CONSULTING ENGINEERS •
OR APPROVED EQUAL
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352 TURNPIKE ROAD, SUITE
8" KNOCKOUT
(215) 393-8300
SOUTHBORO, MA 01772
(516) 872-2000
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I STERLING, VIRGPPA
(703) 709-9500
NOTE: CONTRACTOR IS RESPONSIBLE
NlATCHUNG, NEW JERSEY
(908) 668-8300
3
FOR VERIFYING ADEQUATE SOIL
ENERGY RETAILERS Inc
PROJECT: „,!X-lC> A;Y�
TITLE:
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PERCOLATION AND GROUNDWATER DEP
PVC INLET — —no
SITE
SJ A1Li PLAN
❑ 0 ®0 0 0 0'
OF YARMOUTH
PRIOR TO INSTALLATION OF DRYWELL.
INV :SEE PLAN
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AREA OF DRYWELL SHALL BE
WASHED STONE
PROJECT 000904
PROTECTED FROM COMPACTION AND
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SILTATION PRIOR TO INSTALLATION.
TO NUR
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BASE ELEVATION —
MASSACHUSETTS LICENSE No. 36424
REV. No
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ELEV: SEE PLAN2
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6'-8" DIA
2'-0"
1
2' MIN. ABOVE HIGHMIN.
MAINE LICENSE No. 8408
VERMONT LICENSE No. 7110
1
MIN.
GROUNDWATER
• CONCRETE MINIMUM STRENGTH -5,000 P.S.I.
0 28 DAYS
MASSACHUSETTS LICENSE No. 37025
• STEEL REINFORCEMENT- ASTM A-615, GRADE 60, Y' MIN. COVER
• DESIGN LOADING-AASHTO HS20.-44
• EARTH COVER: 0-5 FEET
DRYWELL CAPACITY:
. THIS VOLUME WILL RETAIN ALL RUNOFF
USE 4' DEEP X 6'-8" DIA. DRYWELL W/ 2' STONE AROUND
FROM A 960 S.F. IMPERVIOUS AREA FOR A
DRYWELL VOLUME: -IT (3.3')2 (4') = 137 C.F.
2- YEAR, 3.3 INCH STORM.
STONE VOID VOLUME: '11'(5.3)2 (6') = 529 C.F.
- 137 C.F.
. ASSUMING AN INFILTRATION RATE OF
392 C.F.
1 INCH IN 1 HOUR, THE DRYWELL
X 0.40 VOIDS
IS EXPECTED TO EMPTY IN 72 HOURS,
157 C.F.
• MORE RAPID INFILTRATION RATES WILL PERMIT
TOTAL STORAGE VOLUME PROVIDED=
LARGER IMPERV13LIS TRIBUTARY AREAS.
137 C.F. (DRYWELL) + 157 C.F. (STONE) = 294 C.F.
. THIS DESIGN WILL ACCEPT GOOD DUALITY
RUNOFF ONLY
� PRECAST DRYWELL
SCALENOT TO
REPLACE EXISTING CONCRETE MAT ��p
IN KIND. ADD POSITIVE LIMITING ra9z,\
BARRIER AROUND PERIMETER OF MAT.
SEE FIRE SUPPRESSION PLANS FOR
LOCATION AND DETAILS.
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(60' `NIDE R.O.W.)
(A.K.A. NEW TOWN ROAD)
(A.K.A. DUMP ROAD)
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(60' `NIDE R.O.W.)
(A.K.A. NEW TOWN ROAD)
(A.K.A. DUMP ROAD)
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• CIVIL & CONSULTING ENGINEERS •
PROJECT MANAGERS • ENVIRONMENTAL & SITE PLANNERS • MUNICIPAL ENGINEER
NORTH WALES, PENNSYLVANIA
352 TURNPIKE ROAD, SUITE
105 VALLEY STREAM, NEW YORK
(215) 393-8300
SOUTHBORO, MA 01772
(516) 872-2000
z
I STERLING, VIRGPPA
(703) 709-9500
(508) 480-9900
NlATCHUNG, NEW JERSEY
(908) 668-8300
3
cll
ENERGY RETAILERS Inc
PROJECT: „,!X-lC> A;Y�
TITLE:
o
PROPOSED SITE IMPROVEMLzNTS'/�.. ,.,-�.. ,,,�� -
PARCEL 87 ff TEP' Ea `a,
433 STATION AVE. & OLD T ,P"XHOUE DR. e�
SITE
SJ A1Li PLAN
OF YARMOUTH
BAR S7 LTTT����
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L.H.TOWN
LEOHLER
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S.P.'1.1 EY
SCALE:M 1"=10'
V
DATE1 16
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SHEET N�
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DRAWN BY:AJW
PROJECT 000904
CHECKED BY:
CAD I.D.
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SPD
W00904SS2
OF V
PROFESSIONAL ENGINEER
PROFESSIONAL ENGINE
NEW JERSEY LICENSE No. 27410
MASSACHUSETTS LICENSE No. 36424
REV. No
N
PENNSYLVANIA LICENSE No. 37184
NEW HAMPSHIRE LICENSE No. 9308
NEW YORK LICENSE No. 63409
CONNECTICUT LICENSE No. 17518
MAINE LICENSE No. 8408
VERMONT LICENSE No. 7110
1
j
-
MASSACHUSETTS LICENSE No. 37025
CONSTRUCTION CHECK DATE