HomeMy WebLinkAbout2013-04-16 Planning Board Supplemental Materials (33) R NORTi{ A
° RTl\Y ,br.trO
F A
o r
`rSACHLLSf'�
PLANNING DEPARTMENT
Community Development Division
S ecial Permit — Watershed Permit Application
Please type or print clearly.
1. Petitioner:ANTHONY SCUITO
Petitioner's Address: 15 COPLEY ROAD, NORTH ANDOVER, MA 01845
Telephone number: 978-771-074
2.Owners of the Land: SAME
Address:
Number of years of ownership: LESS THAN 1 YEAR
3.Year lot was created: PRIOR TO 1984
4. Is the lot currently on septic or sewer?
If on sewer,please provide date the sewer connection was
complete5. d:
d: pProject:
ion of
CONST RLICTION OF A SNGLE FAMILY HOME WITHIN NON-DISTURBANCE BUFFER
6. Description of Premises: VACANT LAND
7.Address of Property Being Affected: GREAD POND ROAD
Zoning District: R1
Assessors Map: 35 Lot#: 38
Registry of Deeds: Book#: 13308 Page#: 1551
B. Existing Lot:
Lot Area(Sq. Ft): 94,844.703 Building Height:
Street Frontage: 175.09 FT Side Setbacks:
Front Setback: Rear Setback:
Floor Area Ratio: Lot Coverage:
9. Proposed Lot(if applicable):
Lot Area(Sq. Ft): N/A Building Height:
Street Frontage: Side Setbacks:
Page 1 of 2
1600 Osgood Street,North Andover,BIdg.20,Suite 2-36 Planning Dept.,Massachusetts 01845
Phone 978.688.9535 Fax 978.688.9542 Web www.townofnorthandover.com
Edited 8/6/07
Front Setback: Rear Setback:
Floor Area Ratio: Lot Coverage:
10. Required Lot(as required by Zoning Bylaw):
Lot Area(Sq. Ft): 87,120 SF Building Height: �35'
Street Frontage: 175 FT Side Setbacks:30 FT
Front Setback:30 FT Rear Setback: 30 FT
Floor Area Ratio: NIA Lot Coverage: NIA
11. Existing Building(if applicable):
Ground Floor(Sq. Ft.): NIA #of Floors:
Total Sq. Ft.: Height:
Use: Type of Construction:
12.Proposed Building:
Ground Floor(Sq. Ft.): 2482 SF #of Floors: 2
Total Sq. Ft. 3,920 SF Height: < 35'
Use: SINGLE FAMILY HOME Type of Construction: WOOD FRAW
13. Has there been a previous application for a Special Permit from the Planning Board on these
premises? NO If so,when and for what type of construction?
14.Section of Zoning Bylaw that Special Permit Is Being
Requested 4.136 3 c it (3)
15. Petitioner and Landowner signature(s):
Every application for a Special Permit shall be made on this form, which is the official form of the
Planning Board. Every application shall be filed with the Town Clerk's office. It shall be the
responsibility of the petitioner to furnish all supporting documentation with this application. The
dated copy of this application received by the Town Clerk or Planning Office does not absolve the
applicant from this responsibility. The petitioner shall be responsible for all expenses for filing and
legal notification. Failure to comply with application requirements, as cited herein and in the
Planning Board Rules and Regulations may result in dismissal by the Planning Board of this
application as incomplete.
Petitioner's Signature:
Print or type name here: c-7 _
Owner's Signature: OQ,7x,�
Print or type name here:
16. Please list title of plans and documents you will be attaching to this application.
VL261'16(i'Ice s 1/ ate-1—sAed Soeciul P02Vn f sik plaln Sva
ifctvvumt2 � iU�c%rs��l .`i�.v;r�,� P�tm; � Gr F{e2nafiirz: '`-l)ef�:._l5
Wr t4en r� Sfunr�rF .c r
�rchlf2cturu.( t5lumg
Page 2 of 2
1600 Osgood Street,North Andover,Bldg.20,Suite 2-36 Planning Dept.,Massachusetts 01845
Phone 978.688.9535 Fax 978.688.9542 Web www.townofnarthandover.com
Edited 86/07
Great Pond Road,
Map 35 Plot 38
Special Permit—Watershed Application
Site Description:
The subject parcel is located on Great Pond Road and is approximately
94,844.703 s.f. and identified as Assessor's Ref Map 35, Parcel 38 and
Reference Plan #14036 in North Essex Registry of Deeds.
The subject parcel is wholly located within the Town of North Andover
Watershed Protection overlay zone As such, the parcel is subject to the
requirements set forth in Section 4.136 of the Town of North Andover Zoning By-
Laws. The subject parcel is not located in a special Flood hazard Area
on Flood Insurance Rate Map Community Panel No. 250098 0006C dated
7/3/2013.
The applicant proposes to construct a single family home with
appurtenances as shown on the attached plans. The structure is located within
the Non-disturbance area, as defined by Table 2 of Section 4.136 of the NA
Zoning Bylaw.
An application for a variance as required by Zoning Bylaw 4.136.3(c)ii(3) is
currently before the Zoning Board of Appeals.
Written Documentation:
- Encouraging the most appropriate use of the land
A single family home in this residential neighborhood is the most
appropriate use of this land and permitted by R1 zoning..
- Preventing overcrowding of land
A single family home in a 2 acre+ lot is supportive of preventing
overcrowding of land.
- Conserving the value of land and buildings
The proposal should enhance the value of the property and the
surrounding buildings and land. Diligent upkeep of the property and yard will
continue to provide an aesthetically pleasing environment.
- Lessening congestion of traffic
The proposal calls for the adequate parking for the homeowners and
guests.
-Preventing undue concentration of population
A single family home on a two acre parcel limits the population to this
area.
- Providing adequate light and air
There will be no adverse impact to current background of air and light for
the structure
- Reducing the hazards from fire and other danger
The proposal does not pose additional hazards from fire or other dangers.
-Assisting in the economical provision of transportation, water,
sewerage, schools, parks, and other public facilities,
The proposed home will provide an addition to the tax base of North
Andover. This supports the Towns economical provision of transportation, water,
sewerage, schools, parks, and other public facilities,
- Controlling the use of bodies of water, including watercourses
The proposed project will have no impact on the Lake or the tributaries.
- Reducing the probability of losses resulting from floods
Roof runoff from the proposed structures will be infiltrated on site. Runoff
from the asphalt driveway will be treated and infiltrated on site in accordance with
regulations to ensure the quality and quantity of all surface and groundwater
resources.
-Reserving and increasing the amenities of the Town
The project will increase the amenities of the town through an
improvement to the property and additional tax revenue due to the new
construction assessment
Zoning Bylaw Section 10.31s
- The specific site is in an appropriate location for such a use;
The subject property is located within the R1 zoning district and currently
occupied by an existing single family residence. The proposal meets all the
Zoning requirements for R1 for frontage and set backs. The attached site plan
demonstrates a suitable use of land and buildings on this site.
- The use as developed will not adversely affect the neighborhood;
The land use associated with the abutting parcels is single family
residence within the R1 zoning district.
- There will be no nuisance or serious hazard vehicles or
pedestrians;
The driveway will not effect any other resident's access to or use of Great
Pond Road.
2
-Adequate and appropriate facilities will be provided for the proper
operation of the proposed use;
The applicant is amenable to conditions on the Watershed Special Permit
to ensure that there will be proper operation of the proposed use.
- The proposed use is in harmony with the general purpose and
intent of this Bylaw.
The applicant requests that the Town of North Andover Planning Board
acting as the Special Permit Granting Authority for the Watershed Special
Permit find this petition is in harmony with the general purpose and intent
of this Bylaw
SPECIFIC REQUIRMENTS:
- Engineers Certification:
I, Philip G. Christiansen, hereby certify that the work depicted on
"Watershed Special Permit Site Plan of Land for "Great Pond Road Map
35, Parcel 38, " in North Andover, MA" dated march 5, 2013 prepared by
Christiansen & Sergi, Inc. will not, as proposed, contribute to any
significant degradation of the quality or quantity of water in or entering
*?i �xcfi
wi
/phiistian
sen, PE # 28895 date
- Proof of Alternatives to actions within the Non-Disturbance
and/or Non Discharge Zones
Marguerite and Anthony Sciuto own the above referenced property and
wish to construct a single family house on the lot. Because of the topography of
the lot the best location for the proposed house is within the Non-Disturbance
Zone of the Watershed Protection District. Construction of the house in the
location shown on the attached plan will disturb less area within the watershed
and offers less potential for problems during construction than the alternative of
building outside the Non-Disturbance Zone.
A review of Sheet 2 of the attached plan will clearly show that the desired
location of the house is far preferable to the alternative. The proposed location
will require clearing of 20,780 square feet of land while the alternative would
require clearing 37,300 square feet of land. The driveway for the proposed
project is 130 feet long and occupies 1970 square feet while the driveway of the
alternative would be 590 feet long occupying 6580 square feet.
3
The alternative site location that has been shown is on the only relatively level
area of the property. If a house were to be built just beyond the non-disturbance
zone it would be in a section of the lot where the grade difference between the
front and back of the house would be 20 feet. Such a location would require
extensive grading and walls and does not represent a realistic alternative to the
proposal.
- Wastewater treatment.
The proposal is for a single family home to be connected to the existing
sewer and water services of North Andover.
- Evidence that all on site operations including, but not limited to
construction, waste water disposal, fertilizer applications and septic
systems will not create concentrations of Nitrogen it) groundwater greater
that the Federal limit at the down gradient property boundary.
The proposal will tie into the existing sewer system.
All construction will comply with best management practices for erosion,
siltation and stormwater control. Any fertilizers used on the property will be
phosphorus-free and non-organic pesticides and herbicides will be prohibited on
the property; no septic systems are proposed.
Projections of down gradient concentrations of nitrogen,
phosphorus and other chemicals at property boundaries and other
locations deemed pertinent by the SPCA:
There will be no down gradient concentration of nitrogen and phosphorus
due to the proposed work.
The SPCA may also require that supporting materials be prepared by
other professionals including, but not limited to, a registered architect,
registered landscape architect, registered land surveyor, registered
sanitarian, biologist, geologist, or hydrologist, when in its judgment the
complexity of the proposed work warrantees the relevant specific
expertise:
The applicant will supply additional information as requested by the
SPGR.
-Additional documentation
- Assessor Property Record Card
- Deed
- Certified abutter list
4
Essex North R=sistr:.
y1�
Bk 13348 Ps47 X1551
41-16-24ia S 12 : 19p
Ty:
MASSACHUSETTS STATE EXCISE TAX
Essex Korth Res istru
Date: 01-16-2013 & 12:19pa
Ctl;: 74 Doc:: 1551
g; Fee: $1071.60 Cons: $235r000.00
QUITCLAIM DEED
I, Kenneth Haphey of 1159 Osgood Sweet,North Andover, Massachusetts
For consideration paid and in full consideration of Two Hundred Thirty Five Thousand and
00/100($235,000.00)Dollars
Grant to Marguerite A.Sciuto and Anthony Sciuto Husband and wife as joint tenants of 15
Copley Road,North Anddvet,Massachusetts 01845
vl With QUITCLAIM COVENANTS
A certain parcel of land shown as Proposed Lot 2 on a Plan of Land,Location Great Pond Road,
North.Andover,MA,-Prepared-for Ken Haphey and recorded at the North Essex Registry of
` Deeds as Plan No.: 14036.
�j Lot 2 consists of 94,844.703 square feet.
r✓ Being pari of the premises conveyed to Sophie F.Haphey and Kenneth Haphey by deeds dated
August 14,2004 and recorded at the North Essex Registry of Deeds at Book 1853, Page 336,
Book 1853,Page 337 and Book 1853,Page 338.
' te
said Sophie F. Haphey died on April 30, 2003.
-, - his property is not homestead property.
f. +5
T
r +il
Bk 13308 Pg48 #1551
t,r
' °Executed as a sealed instrument this 1 Yday of January, 2013
Kenneth Haphey
COMMONWEALTH OF MASSACHUSETTS
ESSEX,ss.
On this ) `f day of January,2013,before me,the undersigned notary public,personally
appeared Kenneth Haphey, Proved to me through satisfactory evidence of identification,
which were copy of licenses,to be the person whose name is signed on the preceding or
attached dctument,and ac's-owledged to ine that he/she signed it voluntarily for its stated
purpose.
d m�+a+tazms
§Ivhf Notary Public
PROPERTY ADDRESS:
Lot 2 Great Pond Road,North Andover,MA
��r
Property Record Card
PARCELID:2101035.0-0038-0000.0 MAP:035.0 BLOCK:0038 LOT:0000.0 PARCEL ADDRESS:2 GREAT POND ROAD FY:20113
PARCEL INFORMATION Use-Code:.,," 130.; --�Sale Type-,,,�,,T� Inspect Date:-7,,,011/25/2006
Tax Class: T 081784 Page: 0337 Rdc�o-nditi-o-n�: �P"A� "2��'��M66sDa't6:
Owner: Tot "
C WOW Entrance 's rance
HAPHEY,SOPHIE F ,,
Tot Area 2.18 Sale Valid Water
Collect Id. SGC
KENNETH HAPHEY
Address: 01;� I" ,ewe
-g
1159 OSGOOD STREET Exempt-B/L% I Resid-B/L% 100/100 Comm-B/LP/. Indust-B/L% Open Sp-B/L%
NORTH ANDOVER MA 01845
LAND INFORMATION
NBHD CODE: 6 NBHD CLASS: 6 ZONE: R2
Seg?; Type yty'Coder &
qd'; 4-Ft,,; AcrekKIptib Y/N Value'k"-'� ,Cla"t�
1 P 130 S 43560 1.000 208,621
2 R 130 A 0 1.180 8,968
VALUATION INFORMATION
Current Total: 217,600 Bldg: 0 Land: 217,600 MktLnd: 217,600
Prior Total: 298,600 Bldg: 0 Land: 298,600 MktLnd: 298,600
SKETCH PHOTO
N
l�
A
Parcel ID:210/035.0-0038-0000.0 as of 2/12/13 Page 1 of 1
Abutter to Abutter( ) Building Dept ( ) Conservation (y/ / Zoning ( )
REQUIREMENT: WL 40A,section 11 states in pit in Interest as used in Nis chapter shall mean Ne petitioner,
abutters,owners of land directly oppositean any public or private way,and abutters to abutters within
time hundred(300)feet of the property fine of Me petitioner he May appear on the most recent applicable
tae list,notwithstanding that Ne land of any Such owner is located In another city or town,the planning
board of the city or town,and the planning board of every abul0ng city or town.'
Sublect Property:
MAP PARCEL Name Address
35 38 Sophie Haphey 1159 Great Pond Road,North Andover,MA 01845
Abutters Properties
Map Parcel Name Address
35 4 Sophie Haphey 1159 Great Pond Road,North Andover,MA 01845
35 11 Mary Ellen Rolloff 1815 Great Pond Road,North Andover,MA 01845
35 22 Town of North Andover 120 Main Street,North Andover,MA 01845
35 30 Contemporary Builders,Inc 200 Park Street,North Reading,MA 01864
35 40 Vincent Giovenelli 1789 Great Pond Road,North Andover,MA 01845
35 43 LPM Jr Irrevocable Trust 1785 Great Pond Road,North Andover,MA 01845
35 57 Stephen Galizio 1857 Great Pond Road,North Andover,MA 01845
35 84 John Benvenuto 147 French Farm Road,North Andover,MA 01845
35 85 Masood Sheikh 135 French Farm Road,North Andover,MA 01845
35 86 Philip DiBenedetto 123 French Farm Road,North Andover,MA 01845
35 87 Michael Schmitt 111 French Farm Road,North Andover,MA 01845
35 88 Robert Saindon 99 French Farm Road,North Andover,MA 01845
35 89 Brian Westwater 87 French Farm Road,North Andover,MA 01845
Lake Cochichewick Commonwealth of MA 100 Cambridge Street,Boston MA 02202
This certifies that the narnes appearing on the
records of the Assessors Office as of
—�1bCertified by: �1 �� � ate t iz /3
r
FOAREGISiRYU3EW2Y � 1
WEM5 1
tSIEVENSY H/LL
!>Lel .PLND� j TAKE
4
� LOGHIGiEI417K
\
70, SEARON
V, /
EpW IJTATION
\ \\�c\0n7T \ �� �\ \ \ \ \ / / o-� R` „�' LOCUS MAP
ICERMESABOREGPLANCONFGRMsro \ ' \ \ \ ✓
I BE RULESPN THIS P ATIPYBO RMS �(f]P. SCALE I"=I000'TA
� � -- 3 ROOF m NOTES:
1.lHE5UBJECTPROPERTYIa LOLATEO WITHINTNETOWN OF NOR1H pNOGVER
'IN_LTRAT R \\\ \ N ` / WATERSHEOPROTELTIONDISTRICiAND SVBJELTTOTXERE0UI11EMENI50F SECTION
\ \ PROP <.t36OFTHETOWN OF NORTHPNOOVERZONING BYiAW3.
PLANNING BOARD \ ` \ WALL\ \ \ \ 2.THE GUBJECTPROPERTY WAS ORE.IRIORT018GO ANG HAS BEEN DESIGNATED AS
\ \ \F/yE CREATEMAND B.p PLANPREPMEOB LIZIKGRE31N20011NCRFASEOTHE
TOWN OF NORTH ANDOVER \ FROxrpcEpxOAREp OF PARCEL 2e By unuzlrvG LANDOFPARCELA.T1ar PLAx DIOxOr
CREFU M'YAODNIONAL NEW LOTS ANO THE DFSIGNAPON CF THE PMCEL REMAINED
ASMPP35PARCELSS
&THEWEIIFNFABIS&WEB
DSWEREGELINEATEDBYLH
84.
G.THEMEA1THROUATER MOELINEATE WERANIB.
6.MEMEANHIGNWATER MARKFORLAKELSURVEMTHABANEECTIONNOFF EON
\ \ \ THENNNEOSTHARBOASTANOGEODETICS FORPLATUMPERSECTIILAD 9EFTHE
row- TOWN OFNORM ANIXWER 20NIXGBYLAWS_WR PU PPOSEG OF THISPWJ WE HAVE
\ G _Iys \ LOT2 GG�gt,F pBGUMEGTHE WEILANOLINETO BE COINCIDEMAL WRHTHE MEAN HIGH WATER.
DATE R�, U AREA=Re.6ea5F.
1� yJzp (�1y� G.IHESVBIECi PRCPERlY 15 NBT LCCAIED WITHIN RBGGZdiEAORVA3 GEFIGTEDON
ko
FLGOGINSVRPNCEMTE MAPS CgAMVNNYCANEI NVMBER 26W9GOT3L83YA9BfN.9L
\ \�l / RENISEDTHROVGHJULY3,2012.
ZONING BOARD OF APPEALS \ / N / / \ ANY
TOWN OF NORTH ANDOVER 1.NONHORTIu2ERESEGOHTAN F EETII)IS TOBERCHIBED ONTHEFAND
NON-0RGANIC PESTICIDES AND HERBILIOESARE PRBHIBNE00NTHE PROPERTY.
B.IN MINIMUM OF NEW IES OF THATHE GRIL WHERE BE IOSWELL AERATEB THERE VEGETATION
LL BE A
SMUL
�•�0 \ I \�T9 BE
MOF TOMINISOE THE NEED FOWHEREP0.5 ABB NARJE YEGETATIQY BHOULO
BE FLpN1EO ttI MINIMAE THE NEED FOR I.H.PND WATERING.
� ETAINING �;;_�: \ I r�
WAri Op
ZONING SUMMARY TABLE-ZONE RI
DATE _ � � ^O \ �OH \ o LOT 8R88R.j.A, EXISTING DLN
AI
LOT FRONTAGE t75 tI5IDV
CONSTRUCTION -� ry GmLWNG H... 3r NA vs
2 DRILLING WA NA SS6551
_ ENTRANCE \ & +� -
FROM
SETUA CK NA SITT
ROOF RECHARGE *IDE.. 3B xA SIT
CALCULATIONS: REAR9EIBALK 30' NA 4HZt
PRWBSEDROOFAPFA 36663E
REQUREGRETUANUGEVAR-E \
(Os•XFHTKX66SF) N3CF \ r 2•' POROUS PAVEMENT /
VOLUMEPERS-SHCIWABEIN
J
=31...FR \ 9•
J \• R
16CHVABER ISSfFILHPMBER)
EF
xD CHpmemsro BE usED-sem \ \ �\ "t \ \ �\ �y �� _
B-8 \ �\ \ �`�.\ � Art\p \�TI��\ � Da � �B-
V\\
�
-12
B-9 B-1
B--12 \ \
SITE PLAN
as a a0 eN
14' B-1
0 32' 16' SITE PLAN SME t-=x9
r m 6' D ASSESSOR'S MAP 35 LOT 38
/1' 25 Nw SITE PLAN OF LAND VARIANCE AND
o/ �2 33' N �� ®, P, -U ,��Nm„NU� FROWHED IN GREAT POND ROAD WATERSHED
10 PROFESSIONAL PRRFEBSIONAi NORTH ANDOVER, MA. SPECIAL PERMIT
SITE PLAN
Oi '5' ��, LAND SURVEYOR ENGIN
Ww N ai
RECOROOWNFRMARGLIERRE ANO ANTHONY SCIUTO
cx awnW 15 COPLEY ROMa APPUCAIR:
/ 8.67' NORTH ANDOVER.MA 01845 DATEMARCHs.x013
:
6.5 ,5' rypef,° PROFESSIONAL ENGINEERS&LAND SURVEYORS
I
I
HOUSE DIMENSIONS I CHRST/ANSEN L.SERGJ INC
1 W .
S RS TREEr•xAVERHILL IM33ACH G, 030 01SHEET 1 OF 1
MICH SERGI.RES. II-Wa CHNBTNNSEN.P.E WWW.C84ENGRCOM TEL.BT65T36310 FAX.97&372d960 pWD NO.t2DtiW3
/ I
N j
SITE
/ / 1
/3sogrw \
r i
fl
LOCUS MAP
aaFw<9��as.R a
d
THEALTERNATIVE LOCATION FOR THE PROPOSED HOUSE OUTSIDE THE GENERAL ZONE IS
-------- SHOWN ON THIS PLAN,THE LOCATION WAS CHOSEN BECAUSE ISIS RELATIVELY LEVEL. THE
AREA BETWEEN T1HS LOCATION AND THE END OF THE NON-DISTURBANCE ZONE IS VERY STEEP
AND THE GRADE CHANGE OVER THE DEPTH OF THE HOUSE WOULD BE 20 FEET,SUCH A
LOCATION WOULD REQUIRE A MASSIVE DISTURBANCE OF EARTH AS WELL AS THE
\ --- \ F@F�,e \ \\�\`\ L CONSTRUCTION OF EXTENSIVE WALLS.THE DIFFERENCE IN IMPACT BETWEEN THE PROPOSED
LOCATION AND THE ALTERNATIVE LOCATION IS TABULATED BELOW
�� _ \ \ PROPOSED PROJECT ALTERNATIVE
Al
AREA DISTURBED 20,780 S.F. 37,300 S.F.
LENGTH OF DRIVE 730 FT 590 FT
R- �s K \
a9 \ AREAOFDRIVE 1970 S.F. 6560 S.F.
R3A \\
PROPOSED PROJECT ALTERNATIVE DESIGN
OUTSIDE NON-DISTURBANCE ZONE ASSESSOR'S MAP 35 LOT 38
SITE PLAN OF LAND VARIANCE AND
GREAT POND ROAD WATERSHED
L°° IN SPECIAL PERMIT
NORTH ANDOVER, MA. SITE PLAN
SITE PLAN „9,
as 0' ao' RECOROOWNER MARGUERREANDANTHONYSCIUEO ALTERNATIVES
s PPPLIGJR: 15 COPLEY ROAD
scnLE:t•=aa' NORTH ANDOVER,MA01R45 oRT£:IMRGI s.x01J
m
MxnLO�� PROFESSIONAL ENGINEERS&lANO SURVEYORS
CslCHRISTIANSEN&SERGI, INC.
IW SVMMER STREET,NPYERHIU.MAssRCHLLSEl3 O1. SHEET 1 OE 2
W1NNC91ENGRCCM TEL.9xhl 10 �.9]&R2a9Po DWG.N0.12011PJ9
9'BOF.LONG POROUS PAVEMENT NOTE,OTHE POROUS PAVEMENT AIS NOT / `� V IT). IIF I
RIGGNTBE STAULD.NNISUNTILALL 2 t
uPGRA01E FULLY
ST BunNcaREP9 �a� m lT GOm-71
e'oP Nr TO t-IY! z•oFa'4'wAsxSD ARE FuursTA3wzEo. ,� -�'', f m ? /!1
WASHED CRUSHED STONE CgU3HEO0iONE >>!! �- [QST p� }<YjAy
(RESERVOIR COURSE) ICXOXEROU FREI I-LOWSEED Ste ' / j. }]�" O �•O M O
RV MIN. �{ sYl ly TI
'A O g>! 2 V
NON WOVEN�_ .iff J'fF Aly i C }aJt.. S+ .� 3
GEOTEODLE FILTER 0MIN GRAVELBASE ",�_s `1 q ) S,. y ¢ �� 4iti JT} IA,
FPBRICAS REQUIRED
TOSrA3RZE31OE901 -• EYJ6TINGqAk
EXCAVATOR011'I J / / GROUND }10
MIST NO SUBGRAOE MATERMIL
(gLLE%IWING TOPSOSUBSOIL BUNSURABLE
MATERIALSARETOBEREMWED) 1'TO4'CRUBHF9 �S{�{a M ` 1 E.
�J •5 -T FO O-0
STONE A
DEPTH 006 MINIMUML
POROUS PAVEMENT DETAIL "J� ++iY''rL ?,'.'{3 $}g'aJ -
(NOTTOSCAIL) (x }!< +'{ 1" JI
CRUSHED STONE CONSTRUCTION ENTRANCE �m y(Aw L {DJ
NOTT°SCPLE dY A ^ Q J
THE CRUSHED STONE ENTRANCE SHNLSE MMN]AINEQ IN A
POROUS PAVEMENT SPECIFICATIONS CRUSHED GRAVEL SPECIFICATIONS C. oN
OmTHATWIU PREVENrrRACNIuc OR acwlr+a aFI-
SIRWAGG PERCENT PASSING FOR GRAVEL BASE SEMMENTONTOTHEADJACENTROAGWAT q
S8' 10D SIEVE SDF PEACEMPAA9ING gOOOO.°
G2' 1US 3. ,00 NDSE TO N y 0$ I'
GA 1..1. 11. ]0-1W 12._18. PIMP
ND.4 1 v4' m-ss
Noe s-1s ND.4 A-sG l' 12•-2a• BTA. ik�l
U.BUS t-3 PERT E
ND.JqI 0.5 HDPE PIPE $cX TyT V '��X> 02m
h,o�PRaq'qy[g ary
% jG
THEMAERIALUSEIFORMEPIXOUS TO�DENAEGUkUEDCTONEMPDE I o " QA'
C
A,WB4
0FROMTHEOtTGUOEMAYSCEQp5A � H If
HIGHWAY GIFOR 6UBSUTEORTHEABOESPECIFIEp 2' AGGREGATE S,
WERFGRADGH FRNRNN PDHRUE GRAVEL SAM MATTRUN. /rte/gam
/GC
I Hp
DEWATEgIuc BAG
DEWA=NGNOTES: 12• I pA a \
_
dnotawienmxmPhelnemeewSe,wIeo,®ad®umom:,,.,B9amPMd n�ee:,m+m.Tvmnes9Ges.demmlmMeaercmenhroedallexlawlw l l l' l
SSBme DEWATERING SUMP
.GL.E
UMPDscuE —TSda ..BdSGNMW
CGEGATEGxRYMGVT �0O=
v 3S0-0q w 2
+aT/
\\
° v
emmMmndmm almlm9ee. a m D w
SIDE VIEW z. rem mlWWuea:eaml�m'md mild d.,.Ie.mm SAS. ,s� q� Fes„ �.
mreuwmn ae...IwO,dm 9mta omm PeSwwm ! �o Y.F d`4)C
RMINOwls abh eMM1emaouamtl rete. ` 0¢0
3. TheabtllegesMlW Ea e'C{gea lmmW�IdyHlbomreMnO 4 \ .a` _v
ereeeban SnYsbna1m51edIM �SILTABON CINiipOL FGCE BV /
FILTEREDWATER 4. Ounng M<IDtlh aexsmNg l���®I MttM dNo 6LTATXMi t%S Tm 1 Q \ �• Jll', Q VW app
aexeMMareoTgyebwm M+eNeual ImflaeL}'WNmne Y fp
TISi � �Idlh � � � ll� � �:ttnMuau wParX �n��JN. YAR '=UT {%` pb. )) \ �ppg
PUMP _ 5. SP Iel+entls NoW MPeN blue bufle,em Menl'sbl �—VMES OfF O '� 1 Vnf gM� 1� )/u 4,L
OISCXMGE TaoSbnaml,mtrztlan IXflory Wlmeye¢,Nga BIe dMMs 33 _ VMIES L + �(( 4 }Y�l] (a V y
wpemUwlnwgM'IM W.TMWmmI WalMoltln eflAm ,X;55 J4J/}�T�{ �•Jtd(T9 \�/ .fi
sbaM Ce mmIIWe]mremvSxfieMa sJaNmN Uwm,[nl UN'Ez m F L , t;{(trz< 1vT C SCC
sPo` irr�u — enoeM l»amwemleero+I..am,enMlwndaw..uuaem S}I 8 Y - J �lvir i SAO Co �tJe t /
�m,0 venom of R W5 lxsfa s '. RTog�mnbkaDJT \� /
6. AnsmM,em wPPeamaewelean9 d,9.eere ne eimMm9 RAN = x45 3 !!!! .r
em neneuollmetldae enlMdeewe.I"+�olmemtlgnxml f t'Ak >y� 'N 5 <X B°8fp>✓mbdCga a/thD \\
_ arine:ne dmlMmae l.o f Naei+wsae mmm sIT sTua0'P> S( J+�A
emaama MYl Ue�ulmmenlsIXUM SotlMueBeTem PWT. NYP DRD
IlerelnmOeuMGGmlc6vdmlcrtw Iles+lmindwuq Ce T xyW ]l } }F}�3 �S1Q j( 2 z
e_ ic«�i eaa.,-al0lse lma lm�ande.®m me mge.wme \> v1 tl 4`v ,� 1 " '44 (,k, `�y/�)
Wit' \
_ e. cemeaaewa m.lew.nweamflS a Nm reeweume.l
DEWATER GBAG BmW . wrier--F4 oy'M IMIWeaewrven meleRalmeY
ceuxa WNTS.JdmefeT•xm2n....Gnx0me D l fi
11111 II'1;I IIS I1 —I �= PROFILErs�F ° �
TOPVIEW XT'j,Q 9• s>F�BRI
�`L! r5 4 A` '�` I iFy.L 41Eai 1v Fkk JI
SEDIMENTATION CONTROL DETAIL X,�1 4„p?BRI aTr
DEWATERING BAG NOT TO SCALE 4 S
o Y
JI Jt �ptJ"i Ca 4 w T 1e 1.1 1 t� eA + d
nLs. d.-j1F ?� >.1..s.�'��; FJn",(',s.!S .y��•rv' .�x uat'f.ik` .t��.I.�4.ro�iSs X�„.ta?�al��te,�?it��Yu.✓d�+a��ov 1�«.'�'R\� \\
am vv
INSPE WITHENOC
B•MIN.OFAPPROVED HLL 3• ITHINERWITNH GRAD TD ABUTTERS WITHIN 300 FEET
IUNPAVEDAREASI WITHIN 6'OF FINISHGMDE
ROOF RECHARGE
DROP LEADER CALCULATIONS:
FINISHEOGRADE
OVERFLOW PIPE 25.ARPHALTFWTPRINTARFA=3�.SSF VOLUME OFVOIDE IN WONEAROUNDCHAMBERE
RELIWTGEVOL.=R, XI'll1'XI38&SSFI 'N<OX115FI(11]'I=+O CF
14'MIN.OF 85%COMPACTED _w w =150 OF
SPLASH BLOCK I+ea+A �c TOT ALAWRIABLE.EEVOLURGAIDAIG ER
GFAVEL(PAVEDAREAB) RCiVPL qF RI&lEV'@.aC' VQUME PERS RNSUUSEER =31+4.I e58=40.9 CF T
ELEV.,,L.6x - �NGTH 'n+OIMLG� =3,CF/CHANBER ASSESSORS MAP 35 LOT 38
uo cN4MBERsro BE useD=s
VIXUMEOF VOII(SIN STONE UD 4AE AMBERS
1a8.8 =(DIOXD3iMB.tTX383'1-0.I CF TOTN.ST°RAGEAVAIIABIE NIS LF
1—IrvSTALLED SITE PLAN OF LAND VARIANCE AND
CULTECNO.41LEFLER
FABRID TDPINA DATORY,. 1 GREAT POND ROAD WATERSHED
ELEV taa9 SIDES AND BOTTOM tlI M, BOJB LDCATEDIN
ELEV.,4d.4 SPECIAL PERMIT
BUILDING --"- - - -' uOnNNPLcxAMBERSECIRCAnorvs �ECONTOREPAVER3 NORTH ANDOVER,MA. SITE PLAN
'OUNDWKN 311E(W iHxIN3TALLED tENGT11 31.Px18Vx05A' MIBRIGANSGGRATWIO \\`
12' 3.1' MI..uMINSTNLmST.Ak.E 310CUBIC FEEL SUBDRAINS DETAILS
STONE CULTECR-180 B'BASE BTONE I-tY['-2'H WEIGM SS Tas RECORD OWNER MARGUERITE MIO ANTHONY SCIUTO
fl APPLICAM:
BORDER CHAMBER ESHNR CIFAN WASHED KRONEN STORE FO0.3TORMTEGI M1.OJI GRAVEL BORROW 15ANDOVEROA TEMMCx 5,xIn3
EIEV.141.3 INFORMAng4CAll t-333893-
rzew TVPEc NORTH ANDOVER,MA 91845 ,
DOWNSPOUT AND ROOF RUNOFF STORMTECH SC-310 SIDEWALK POROUS PAVEMENT DETAILAIIIIIIIII PROFESSIDNM ENGINEERS s IAMB sURVEYORs
INFE,TRATION AREA DEE AIL NWTOSLALF wDLTOsr.LE) i CHRISTIANSEN& SERG/INC.
NOT TOS ME
130 sDMMERs1PEEr.HAVERxhL.RAGGAL LGIlLTs.1. SHEET z aF z
WNW.CSIENGRCOM TEL978JT10310 FAX.W83733830 DWG.N0.1AI1DD3
'-M 0"
I-G o 0
R
11 I I l I I � III
�,. I IIIIII II �I I I I III
�� Ii,Illllll I I I. 1I I
- 1"Illld (illi( III I!,li
A
_ 11 I,II I III' I
�� � Ii11111�11 I ( Ili ' I
Or"
II 1 11 illi
� III
IIIIII',' Il ll ;�'II II
_ , I N11 !
11 II i I
VIII I III L'' 1 S
C I
t
pew,
ry�-�-�-��
El
dil
I I1 /�
II {yC
' 'i'll 1 IIII I. 1 Ill O
W. I
11 II ,I,' 11 �
i
CD
Ell
LI 1 11 11 1
I r� 9r
I
-I III r 1 I r�r.j I
I '.
I I 1
-
III I
M� I I III I I I t 1 I I I,
.I , IIII
1
IIIII
I
11111 IIII I I
i111I II I 1I '1 'T���
11 I,�L,.I '111 \I Ii 111
I ' 'IIIIi IIII ' . III I
I
O /� I !I III 111 I I II IIIIIII Ii
II 1 r II III 1 I
,� �� ��\ I' III III I �I I ,II ' 1I '1111111 II II
- 111 I lj I I
lI ! II! IIII II IIII' 1
1 1 !:
III I s / II IIIIII I1j I I ''
III pp II , .
,I! l' 11 l III
N .I
1il ILII I I .�II
�`\ If 1111 111 I, II!�11II�1r
P
DRAWINGTITLE CLIENT JOEL wenoq
G a+a aJ.loo 1�1i : gtd71A.�F{� o
sall aaua•� IOmanwmnno aam
to E m 3N m
r rn
• o
m N c ° ,$t RCHITEXTURE
The Sduto Pesidence /
N O N Proposed South(street)Elevation Map 35,Lot 38 `RESIDENTIAL DESIGN
O t N G — Great Pond Road i �I
71 jt ppy 2i $ 7j 9}p { N
� W N North Andover,MA O18a5 eo ......uno^lN�n^o..u,roe alesa •+BS YIiAAtFt�i
mem are u.r.r m W
y
:2-O'
i
I I I I
I
J ansErFa i - --- �- °.
�
4.
P
,I� _
a— I m V w
•
1
__ ' i i. -- - ' \.S.
-- -O - - - - - - - - W
_� I �P� _UpUi•IrLS _.n: I (wiv—s-�— \ \\ ��\ \ _ U v��t
cD
o� -C Z \ z
1 LI
Li/
O
REVISIONS
I
p�;� � � I
'o SCALE✓'/i NO�%
DATE: Z/V/IJ
DRAWN BY:J2�1
10 SHEET '[ OF b
Q:'-
�jl/ '
710 5.�. (S�Nip✓U�19?A.v-E FI41,) 10
poT rip)
I
la-0I
9—G _
3
I
Copyright ® 2013
- me aur
ul
ri
N
i
i
0z
�\��p-� �.
aWoo i'
REVISIONS
' I
t
Nx
SCALE:/-5�r6p
D-" DATE: Z�ZI�IJ
DRAWN BY: S61
SHEET 3 OF U.
\0,r
Ii R+S FR i
1 2 i
4
I ,
i;— — -- — Copyright®2013
j
.a
"'"° v
wa
taI�1I
ll f aR
f
NHNrG
sHEo
p h as
Z 2
4f--
1
i
\
i
h
I s.
1' L \\0\ -o( Q \,o Z
y
1 i
REVISIONS
l ; i � nosrFz avrh
� \GJ
DATE VZO5
DRAWN BY: J(q
SHEET 4� OF 1,
\\\ / // U ✓ r ✓WF I 'AH � j
_0
Y
i \
I
G 6 0
rl
J17 1 :III
11 j IIII I' 'l
-�I' III Illli '.�I'n
� i ill
I �
� l
e—'ILla
11
RM
I I I
1 1. III 1 ' 11 !, : 1 � {.
_ i '
i
I I I I Iii' 1111 I,IIII - II'I Ill ':II j Till III II 1111 1
I'
I
i I II
I
ll
II �j�ll , Ili I, I i Ili � If I I II.
� 7 I I it
ry 1111 I IIS I I I _ II III I
�� 7� ill 1 J 'I IIII
III III II -1—O 1 I Il III
—
�
Jill 111 I '
I
11 I i�,,� � � 1 � 1 ILI IIII IIII II
77 xx
1 Fwl11`'',�li ,
I 'x'11
1 1
'�_
11
IIIII'III� I ' —_—
t -
�
1 ,
1 �lI
1 ,
r -—
L�Ir
-
.r--- 1
I
L
�
I
II' 1
' I' I I � Iw111 '1 � it
1 I s i Ill 11 1 ,� -- 11 Iliill � I
I .'1 Il l j 1 I 1 i Illl
—_ _.... p 1 I'I, 11- IIII I j:
I I
s �60 �II: I III ' I� ill!
_T- -- -- --
Hill II n � III tilll it ,1 I
;111 I • I I ii 1llil 1111
11 IIIA i�llllall � illf�i � Illllllll
'' I �� ' IIL�II gill I' IIII 1 I�I'i
1r 1 1 II ' IL1
� I
m o o m DRAWINGTITLE CLIENT ov�nw Sao+o., a>a •ee+ ?ai�' y '�:-'Fe� .€=zips o
x S D n o reme.. ...v+•. mw.�onu..w':po:oom g- €-_$s} a^ -�
4
%%3 es.%a9c iaF
m tv The ScurtoResidence RGHITEXTURE ■
p y \\ o N Proposed Nest Elevation ,Mapeat P.Lot dA38 RESIDENTIAL DESIGN s ;}e>;o%�"�as}}c?dP o
W Z Proposed West Elevation Great Pond Road any=%gvgsa a1?iyE, is N
North Andover,Me DIMS eo ver• aeu.n.^•i' wvown alnao %`� 4'Ba`i'T,g•P•E- L$ O
s er...aam
I
�;i-1 F —
G_ � � � i - IIII I �s
I
sl
, I
_-- ff II III
I
.._._.._._
I .
5-1
I
s
c
r
� II �
-
���
I I
'lllill,
iI
I'
I
I
i A n° n `o DRAWINGTITLE CLIENT I.Ia
m F ^�'' n i m
a- m N o < 7rasrluMRasidaoCe RCHITEXTURE
N Prooead Gara /Breezewa Ma 35,Lot 38
P He y P RESIDENTIAL DESIGNp
O _N I Z Elevations Great Pontl Paatl �' =�gP N
(A North Antlover,MA 01865 ,�g'�e -gy d a o
�— �, e°u.,nm..a�ma.s.u.y:no..,nm.un meso .pao a"$i �31n � N