HomeMy WebLinkAbout2011-07-19 Planning Board Supplemental Materials £OR REGASTRYUSE ONLY SlEVE*,NS / ^��
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DATE WF WF N'
PLAN HOPE - \ \ \ ALAN HOPE WILLIM1093RIpJ SCALE:1`1000"A
\ \ \ \188' \ HEEL 1 l `163'
HOPE i+M1/ /�� \ \ ExI5IEINVLP ER NOTES:
\tY WILLIAM OBRIEN BTS \ \
-J 1 SERVICE
uMROF 250' /tT4_L 1 i i ,T / x0 xOP MDMORBNGSP - ,-nq-I`�_��� _ _-�T / WF 1.THE SUBJECT PROPERTY IS LOCATED WITHIN TIETOWN OF NORTH ANDOVER
rvoxol3TURBANce - -- ___ DBwEx WATERSHED PROTECTION DISTRICT AND SUBJECTTO THE REQUIREMENTS OF
ZONE _-_ �_ t`/ -� r/ OBwEN ZONE _ { I -� i l
RYPI 1m T /— T RYP.1 - TD /— _ / SECTION 4.136 OF THE TOWN OF NORTHANOOVER ZONING BY-LAWS.
-ts `+.-a-��- �. e -1. `-la��.�s�- 2iHE SUBJECTF LANDINPROPERTY ANDOVER. TED ASS.-RATED
DCO,1955 A51954 PREPARED--_ ,me ENDOF VELDRTING •PIAN OF LANG IN NORTH ANDOVER,MASS.-DAIEO DECEMBER OF 1959 PREPARED
�_/ - - �-9__ _ PROPoSED _� - __ _ GRAVEL OaNE BYCLINTONF.GOODWIN,RECORDED AS PLN NUMBER 2RB5AT THE NORTHERN
82� BTORMIEC"SC31 /(��
C ome�RSM, X14 0 - ESSEX REGISTRY OF DEEDS.
IF � �
tm WERAND II \ APPNOXIIMTE 9^P> ' e° ` \ 3.THE WETLANDS WERE DELINEATED ON MAY 13,2010 BY WETLANDS
BUFFERZONE y / LOC9TONOF PROPOSED 4,014 SE
FROM BVW R GGSFING EXMING OGNEWAY PRESERVATION.INC.
ffP) 1 SEVER SERVICE pUMPCHAM1IBER4.FLAGS Al-BI BAN
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.apy/ BIGc MPaO%IMATE AND REDESIGNED
/ LWRMtnLll PGppPDE - K.
/ F.RLj�F.=18x\ - GE LOCATION OF / POOOIDI'70
EASLING / TF= S.THE MEAN HIGH WATERMARK FOR LAKE COCHICHEWICK HAS AN ELEVATION .
•�'"'I wgTER SERVICE DµOK OF 113.67 ON THE UNITED STATES COASTAND GEODETCSURVEY DATUM PER
SECTION 2.50 OF THETOWN OF NORTH ANDOVER ZONING BYLAWS.
BUFFER 20NE
_ FROMBVW 6.THE BOUNDARIES OF THE WETLAND RESOURCE AREAS INDICATED HEREON WERE
RYP
=tb-- - 1_'-_=-_-_-Y/--15tr _ n0 0 1 _-- � _-SS--- -'15^ APPROVED IN AN ORDER OF RESOURCE AREA DELINEATION ISSUED BY THE NORTH
_ -7- SEDIMENTATION ANDOVER CONSERVATION COMMISSION ON JULY 19,2010(DEP FILE#242-14M).
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Stl NOBUILOVS-90� i0p� R. WNOBWL ___ __
zoxE FROM 1o0-14a _ _- --- }A W- zoxEFa0m tl#--Ian ' —{11--146 1pp WORK ITYP.) ].PROPOSED NEW ADDITION FLOOR AREA NOT TO E%CEED 50°60F THE GROSS
9
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1 _ y.-_---.-{ -1qp 1Po'� R ) 1_µ_- #_-------_--I - 42- FLOOR AREA OF THE EXISTING STRUCTUREIN ACCORDANCEWITH SECTION
_ 11 14O// _L 4.136.3(c)ii(7)OFTHE TOWN OF NORFHANOOVERZONING BYLAWS:
�1 -130 I �-1 _133
' _-- 't---- - ------ - GROSS FLOOR AREA FOR EXISTING HOUSE=2,396 st.
- NSSQ _
q16 _____ -_-----_ _ _ -- -----_ ---- 50%OF GROSS FLOOR AREA=(2,348 s)(50%)=1,173 sf.
-13y_-- s
Y UISING ACCESSORY STRUCTURE(GARAGE)=530a
-�•a Stl
— MOfW�—_ __ -13 rS _ - ----1 TOTAL GROSS FLOOR AREAALLOWEO FOR ADDITION=1,1]3+530=1,]03 sf.
_ __ •-'=-_tt-=-------- --- - �"---1Se-_------ -_ _ PROPOSED NEW ADDITION GROSS FLOOR AREA=1,542 st.
25-- -- 8',t- roPOF y�-'-�-Rs ----- '�� TOPOF TOTAL GROSS FLOOR AREA OF PROPOSED HOUSE=3.0116 st.
-1T�25 __-i1IF r. EARN 1Z�25 ___♦yf� f BgxH
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\ B. FLOOD
INSURANCE PROPERTY IS NOT RATEM PS TED COMMUNITY FLOOD ZONE AORV AS DEPICTED
e2Srvo DIs3uRe `At —�- Aa �At - q3 -}B ON FLOOD INSURANCE RATE MAPS COMMUNITY-PANEL NUMBER 2500980003C&
z9xE FaOM Dvw 'u 25'NO Dill 'w� 250098 ODOBC REVISED THROUGH JUNE 2,1993.
WPJ LAKE COCHICHEWICK ZONE FROM IONS LAKE COCHICHEWICK
pPPROXIMgIE gPFROxIMATE TEST PIT RESULTS
ANNVALMFAN .Nu.MEAN OATEOFTEST3:WRI
ROOF RECHARGE EXISTING CONDITION RILxwATER MORK PROPOSED CONDITION ".Nu..
SUL EVALOATOR OGHELOOONNELL.CHRISRANSEN aSERGt mO
CALCULATIONS: SITE PLAN SITE PLAN TEST PIT I: TEST PIT 2:
IO' 0' 4tl 80' 0' 40' Btl
0-9' A:t0YR33 ONE SANDY LOAM, 0-0' &HYN33FINEGANDYUMN.
FOOIPREWIL.-(GYSl Ea=1,092RF ZONING SUMMARY TABLE-ZONE Rt(RESIDENTIAL DISTRICT 1) Rx.N 61RSFRIADLE GRANUfAR a FRIABLE
PELHARGE VOL=.!1STt'112')x,0023F) 9-98' B AS.1F.FINE SANOT LOPM. 8-4V SGEEVE 8. SANDY LOAM.
=4S5 LF SCALE f'=4tl REQUIRED E%STING PROPOSED SCALE:t'=4tl MASSNEBFNNBLE MAssNEa FWAB1E
VOLUMEPERSC310CHVABER LGTARFA S],1M51. 85.940 Af L,0.10 38-TP C1:25YflNSTONYFINETOMEONMLOW GAN0. 40_
=31CF/CHAMBER LOTFROMAGE 17S 10Ff 18V 00' C1:GLE OMN0"YFlNETOMLAN.LO SETOVND.
BURDMGHEIGHT 35' .35 3S 31NGSLE.FDNEOTO GPPNI1lAR.LOG$ETO VEflY FDABLGMI"EOTOGRANVIAR.LOOSETO VERY
FRIAOtE.FEW ROOIST055' FRIgBLE FEW ROOT3 TO6Y
(2 CHPM0ER31131 Ct'ICHPMBERL BUILDING COVERAGE WA 2,3989.(HOUSE) 3,B49y
=82 CF 5305!.LGPMGE) NOST @M'ORWEEPING GROUNDWATER
-- NO STANDING OP WEFPIHGGROUNOWATER
NO.CHAMBERRTOBEUSED=2 FGHGEGE AUN 30' 2fiOL 245AY E6HWIN65'(MOTRING) EBHNTQD 62'(MOTi11NG1
PEARGB 30' 308'1 305E -
REARSEIBACK 30' i30.Rt 1R0.iY TOP ElEV.-1593 TOPEIEY=1&90
ES.E LEV-153.1 00TIOMEIEV=1563
FSNWTELEV.=1541 FSHWTEIEV.-157.0
ASSESSOR'S MAP 37A LOT 5
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I" 01FOHMATION EAT 1A0089?R�B4 3.SliSlux^�48PICNtl I.t01 DdHimum5OPEC Gle WN,i,,I My REVISIONS: o
DOWNSPOUT AND STORMTECH SC-310 H,.,I.H,l 6ock,IS,lbeER9i.Ge 5y
STORMTECHSC-310 CHAMBER 4,CGmpostmelWSIWhe4i,,ISPS1.,ft l,&IeemlllN!by NT n PROFESBIONALENGINEERS&IANDSURVEYORS
FOR ROOF RUNOFF NDTTOSGALE F 9me r. CHRISTIANSEN&SERGI,INC.
160SUMMERSTREET.HAVERHILL,hWEACHUSETTS 01830 SHEET 1 OF f Bg
NOT TO6CALE DATE INPO LHRLSTIAN6EN WWW.LSLENGRCOM TEL 9]63730310 F/JL9]W]Ra980 pWG N0 10D120w ®X