HomeMy WebLinkAboutConsultant Review - 171 BRENTWOOD CIRCLE 10/19/2012 JM ASSOCIATES
Civil Engineers-Land Surveyors-GPS
325 Main St.
North Reading,Ma. 01864
Tel. 978-664-6668 Fax 978-664-8155
nyyj. massociateseng.com
Swimming Pool Maintenance Requirements
171 Brentwood Circle
North Andover, Ma 01845
Oct. 19, 2012
INFILTRATION TRENCHES
Trenches shall be inspected every 6 months and after major storms. Debris shall be
removed and the top layer of pea stone shall be inspected for sedimentation. Areas found
to be clogged shall be removed and replaced to a depth necessary to assure proper
functioning of the trench.
STORAGE OF CHEMICALS
Pool Chemicals shall be stored inside the basement to ensure containment of any spill or
drips.
POOL DRAINDOWN
At the time of pool closure for the season or anytime the pool needs to be drained the
chlorine shall be reduced to undetectable levels (<O.1 mg/1). This can be accomplished by
simply stopping the addition of chlorine to the pool for approximately ten days. The
dechlorinated water shall then be discharged over the grassy lawn surface prior to
entering into the wooded portion of the yard.
JM ASSOCIATES
CIVIL ENGINEERS-LAND SURVEYORS
325 MAIN STREET
NORTH READING,MA. 01864
TEL. 978-664-6668
FAX 978-664-8155
Dec. 31, 2014
Town of North Andover
Planning Dept.
1600 Osgood St.
North Andover, Ma 01845
Attn. Matthew Egge
Re: 171 Brentwood Circle-Watershed Special Permit
Dear Mr. Egge:
On behalf of Rose Sandoval, I hereby request Planning Board approval for the work
described in the Watershed Special Permit at the above site.
It is the opinion of this firm that the above work has been substantially completed in
conformance with the Speial Permit conditions and the attached as built plan entitled
Proposed Swimming Pool, 171 Brentwood Circle,North Andover,Ma . revised Nov. 26,
2014 prepared by JM Associates.
Thank Y
ou for our attention to this matter and if you have any questions or require
Y
additional information please contact me at your convenience.
Very truly yours,
JM ASSOCIATES
John F. McQuilkin PE, PLS
Cc: Rose Sandoval
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MIRAR t00X SEDIMENTATION CONTROL FABRIC LEGEND '<
ATTACHED TO 2"X 2"WOODEN POST »!
EXISTING CONTOUR
PROPOSED FINISH CONTOUR�-
PROPOSED WATER LINE vv
MOUND CHAIN LINK FENCE
SOIL SILT SILT FENCE
AGAINST EXISTING WATER LINE
FENCE TOP FOUND.ELEVATION T.F.=100
FIRST FLOOR ELEVATION F.F.=100 '..
a GROUND GARAGE FLOOR ELEVATION G.F.= 100
EXISTING I LEVEL N SPOT FINISH ELEVATION 100.00-+
GROUND 6' a 6' °a
FLDIV EXISTING TREE LINE
MIN. z
w °o EXISTING TREE TO BE REMOVED F ��
v 3 us
MIN. GROUND -
LEVEL 1iTj STOCKPILE AREA \1 LOCUS
2"X 2" (BEHIND) m N 3o x
POST 4'-0"
MAXIMUM m OBSERVATION WELL
•OW
SILTATION CONTROL FENCE DETAIL
NOT TO SCALE
_ `- 5�2}
WETLAND BOUNDARY�..� p0/=•__�l _K ` W
6b y
76
10n 78 8b PROPOSED SILT_TENCE/ ` 2
-9b -UN
6r IT OF WORK \
50 FT. NO DISTURB ZONE _, 4. MAP 64
\ - l 1O
75 FT. NO BUILD ZONE oz _ J/ /f -_. 'PROPOSED 4< _ `'Az PARCEL 3
/ CHAIN_L NK \
100 FT. BUFFER FENC€
a'\. �/
ZONE/ 100' NONN� //^
DISTURBANCE
BOUNDARY
WATERFALL
92
'�- \ ! \ \ I I PROP. V X 1.5' X 68'
PROP. t' s4 ' J I I t I.e INFILTRATION TRENCH
(SEE DETAIL) ''..
INFILTRATION TRENCH \ Ts/ROP.POOL 7.
(SEE DETAIL) 95\\ �_,,o \ \ I i
PROP. V X 1.5' X 8' as 0' )1
6
I•
INFILTRATION TRENCH ys �� 97•�
(SEE DETAIL) ;^o.-4t.7 — EXISTING
PROP. 3'X8' EQUIPMENT On�� _ s7a ti-iz7 .* t I t I' ( \\ RETAINING
PAD. 2% SLOPE TOWARDS \ \ I \ ss
TRENCH 102\j .-- t 10.A/
� x PATtO\t \ .\ \ •4
MAP 64 y n l r �_`1 I \ \ 'kp.
PARCEL 41 /^� .,�a -t \! 1 '\ .` -X120
i ExlsnNC
�1 II1 STORY
1t X171 - .`"`,�'• \\\\
50 FT. NO DISTURB ZONE
PROPOSED GENERATOR \ y '- \ `
(APPROX. PARCEL 42 PROX. LOCATION) MAP 64 _ `.\ \\\ o. 75 FT. NO BUILD ZONE
1 � � \\ \\
AREA=57,800 SFt
100 FT, BUFFER ZONE/
100' NON DISTURBANCE BOUNDARY '.......
a /
- ----------------------------------- 1 U
BRENTWOOD CIRCLE
P' (50 FT. R.O.W. — PUBLIC) ''..,.
NOTES:
1.TITLE REFERENCE-BOOK 3490 PAGE 344
2.REFERENCE TOWN OF NORTH ANDOVER
ASSESSORS MAP 64 PARCEL 42
3.WETLANDS DELINEATED BY NORSE ENVIRONMENTAL
MARCH 2012
(TIT FEET) 4.FENCE TO HAVE SELF—LATCHING,SELF—CLOSING 10-22-12 OP REVISE TRENCH DETAIL,ADD EQUIPMENT
1 inch=40 1L GATES TO MEET ALL STATE AND LOCAL BUILDING PAD ADD GENERATOR
CODES 10-11-12 OP REVISE NO DISTURB ZONE, CONSTRUCTION
5.THE LOCATION OF EXISTING UNDERGROUND TREES TO BE REMOVED ND '..
UTILITIES HAVE NOT BEEN FIELD VERIFIED.THE DATE Byl REVISION
6"DIAMETER PERFORATED PVC CONTRACTOR SHALL VERIFY THEIR LOCATION
OBSERVATION WELL WITH SCREW PRIOR TO CONSTRUCTION,"DIG SAFE'SHALL BE
TOP UD(1 WELL IN EACH CONTACTED AT 1-888-344-7233• '..
TRENCH) MASSACHUSETTS STATE LAW REQUIRES THREE ��p
SWALE BUSINESS DAYS NOTICE PRIOR TO EXCAVATION. PROPOSED SWIMMING POOL '...
-97.7 t 6.PRIOR TO CONSTRUCTION,ANY WORK WITHIN 171 BRENTWOOD CIRCLE '......
2" 1/8'-3 18'PEA STONE OFF CONDITIONS PPROVEDRBYUTHE LOCAL NORTH ANDOVER, MA 01845
2' COARSE CONCRETE SAND CONSERVATION COMMISSION.THIS WORK HAS TO
BE CONSTRUCTED IN COMPLIANCE WITH THE FILTER
6' 2'-6'WASHED STONE ORDER OF CONDITIONS.
7.SWIMMING POOL TO BE EQUIPPED WITH SCALE; 1 In. = 40 ft. DATE: SEPT. 25, 2012
COARSE CONCRETE SAND CARTRIDGE POOL '..
2" 96.7 t
8.CONSTRUCTION VEHICLES SHALL USE
THE EXISTING DRIVEWAY FOR ACCESS.
18"� —ESHWr EL=93.6 t(AVG) Prepared For JM Associates
INFILTRATION TRENCH Rose Sandoval 325 Main Street
NOT TO SCALE JOB!571-477 171 Brentwood Circle No, Reading, MA 01864
5H. 1 OF 1 North Andover, Mo. 01845 978-664-6668
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