HomeMy WebLinkAbout1992-07-07 Application for Definitive Subdivision i
APPLICATION FOR THE
DEFINITIVE SUBDIVISION
OF
DEN ROCK VIEW
IN
NORTH ANDOVER, MASSACHUSETTS
PREPARED FOR
BAILEY FAMILY REALTY TRUST
JANUARY, 1992
CHRISTIANSEN AND SERGI, INC.
160 Summer Street
Haverhill, MA 01830
APPLICATION FOR DEFINITIVE SUBDIVISION
INDEX
SECTION 1 INTRODUCTION
SECTION 2 COMPLIANCE WITH SUBDIVISION DESIGN
STANDARDS
SECTION 3 FORMS
SECTION 4 DRAINAGE ANALYSIS
SECTION 5 WETLANDS PROTECTION ACT, CHAPTER 131
SECTION 40
SECTION 1
INTRODUCTION
SECTION 1
Introduction
The proposed subdivision, Den Rock View, is located
between Waverly Road, Belfast Street, Marengo Street and
Halifax Street, (See Figure 1 . ) The parcel consists of
approximately 3.5 acres of land and includes an existing
house and an existing undeveloped street named Dryad Street.
There are presently on record 30 lots that have frontage on
this portion of Dryad Street.
The subdivision is a portion of a much larger parcel of
land owned by the Bailey Family Realty Trust that lies
between the Shawsheen River and Waverly Road.
The proposal is to develop Dryad Street to town
standards within its 40 foot right of way. The improvements
will include a 22 foot wide roadway, water line, curbing,
drainage structures, sewer and a sewage pump station and
force main. Six new lots will be formed along the frontage
created on Dryad Street to replace the 30 lots that now
exist. The new lots will comply with the R4 Zoning of the
district.
The roadway design and drainage analysis has already
been submitted to the Conservation Commission and approved.
The cul de sac location is one suggested by the Conservation
Commission.
At the suggestion of Mr. William Hmerciak, PE, the
proposed pump station will be low enough to allow for the
eventual tie in of homes along Halifax Street. Sewage from
existing homes along Halifax Street is presently pumped by
individual ejector pumps to the Waverly Road sewer.
The land in which the project is proposed had been used
for years as a gravel pit and soil storage area. The result
is the steep topography shown on the plans. The US Soil
Conservation Service UD soils designation shown on Figure 2
is for area where soil has been excavated and deposited and
confirms the previous use of the property.
There is existing pavement on Dryad Street although as
one progresses from Waverly Road to Belfast Street, the
pavement is covered by an increasing depth of soil and
vegetation.
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ESSEX COUNTY, MASSACHUSETTS. P (SUE �
(SURE
NORTHERN PART — SHEET NUMBER 29 SQ i Ls M A P
SECTION 2
COMPLIANCE WITH SUBDIVISION
DESIGN STANDARDS
1
SECTION 2
Compliance with Subdivision Design Standards
We have listed below the sections of the subdivision
regulations and the complaance status of the proposed
development.
Section 7A Street
1 . Location and alignment
Dryad Street is an existing undeveloped way and appears on
Town maps. It conforms to items a-j of this section of the
regulations.
2 . Width
a. The existing right of way is 40 feet as it was
originally laid out in 1926 . It does not conform to existing
50 ' right of way rules.
b. N/A
C. Cul de sac easement of 120 feet has been provided.
d. N/A
e. Since the existing right of way is 40 feet, we request
the Board allow it to remain 40 feet. All street design
criteria can be met within the 40 feet.
3 . Grade
a. The maximum grade is 6%.
b. Grade does not exceed 4%.
C. proper vertical curves have been provided for sight
distances.
d. N/A
4 . Dead End Streets
a. a dead end street is not designed but a temporary cul
de sac has been provided.
b. a 120 , radius turn around easement has been provided.
C. N/A
B. Streets and Roadway
1 . Plans conform.
2 . Plans conform.
3 . Plans conform.
4 . This road is proposed to be a minor street.
5 . A 100 foot turn around is provided.
6. See cross section sheet 4 , Plan complies.
7 . See details, sheet 4 , Plan cocomplies.
1 . Residential zone
-----------------
a. N/A
b. N/A
C . See detail., sheet 4 ; plan conforms.
II Business and Industrial Zone
----------------------------
N/A
C Shoulders
1. Plan conforms.
2 . Plan conforms.
3 . Plan conforms.
4 . Plan conforms.
5 . N/A
6 . Plan complies.
D. Sidewalks
1 . At discretion of Planning Board
2 . Contingent upon Board's decision under 1
3 . N/A
4 . N/A
E. Street Trees
------------
1. - 5. At discretion of DPW.
F. Street Signs
------------
1 . Plans conform
2 . Plans conform
G. Utilities
1. Plans conform
2 . Plans conform
H. Easements
1 . Plan conforms
2 . N/A
3 . N/A
4 . Easement will be transferred to Town prior to
acceptance.
I . Lots
I
1 . Plan conforms .
2 . Plan conforms.
J. Open Space/Parkland Delineation
-------------------------------
1 . Open Space - at discretion of Planning Board
2 . Access to Public Open Spaces - N/A
K. Protection of Natural Features
------------------------------
The entire site area has been previously disturbed.
L. Water Facilities
----------------
1 - 9 Plan conforms.
M. Sanitary Sewer Facilities
--------------------------
1 - 6 Plan conforms.
N. Drainage Facilities
1. Plan conforms. All drainage is discharged on the
applicant's property.
2 . Drainage calculations are included in Section 4 of
this report.
3 . a. A recharge area has been included in the design
b. flow rates are less than existing.
4 . Plans conform.
5. See details, sheet 4 .
6 . N/A
7 . N/A
8. CS connected at intersection
9 . Plans conform
10 . Plans conform
11. Plans conform
12 . Plans conform
13 . Plans conform
14 . Plans conform
15. Plans conform
O. Fire Alarm
1 - 4 . Fire alarms will be installed as required by the
Fire Department.
P. Monuments
1 - 4 . Monuments will be placed at the locations hown
on the lotting sheet.
SECTION 3
FORMS
FORM C
APPLICATION FOR APPROVAL OF D ;Y INITIVE PLAN
112 0 I _ _ 19 o 7
To the Planning Board of the Town of north Andover:
The undersigned, being the applicant as defined under Chapter 41, Section
81—L, for approval of a proposed subdivision shown on a plan entitled
Den Rock 'View
by Christiansen & Sergi , Inc . dated 1/20Z92_ _
being land bounded as follows: Northerly by Sutton and Bailey Family
Trust ; Easterly by Waverly Road- and Fournier • Southerly by Marengo
Street ; Westerly by Blefast Street
hereby submits said plan as a DEFINITIVE plan in accordance with the Rules and
Regulations of the North Andover Planning Board and makes application to -the
Board for approval of said plan.
Title Reference: North Essex Deeds, Book 789 t Page 449 ; or
Certificate of Title No. t Regi.strati.on Book t page ; or
Other:
Said plan has( } has not(X) evolved from a preliminary plan submitted to
the Board of 19 and approved (with modifications) ( }
disapproved ( on 19 •
The undersigned hereby applies for the approval of said DEFINITIVE plan
by the Board, and in furtherance thereof hereby agrees to abide by the Boardts
:Rules and Regulations. The undersigned hereby further covenants and agrees
;ri.th the Town of North Andover, upon approval of said DEFINITIVE plan by the
Board:
1. To install utilities in accordance with the rules and regulations of the
Planning Board, the Public Works Departmentt the highway Surveyort the
Board of Health, and all general as well as zoning by—laws of said Town,
as are applicable to the installation of utilities within the limits of
Ways and streets;
2. To complete and construct the streets or ways and other improvements shown
thereon in accordance With Sections Iv and V of the Rules and Regulations
of the Planning Board and the approved D 71NITIVE plan, profiles and cross
sections of the sane. Said plan, profiles, cross sections and construction
specifications are specifically, by reference, incorporated herein and made
a part of this application. This application and the covenants and agree—
ments herein shall,be, binding upon all heirs, executors, administrators,
successorst grantees of the whole or part of said Land, and assigns of the
undersigned; and
3. To complete the aforesaid installations and construction Within two (2)
years from the date hereof. /
r
Received by Town Clerk: �
Date: t e of A cant
Time: Robert Bailey for
Bailey Family Trust
Signature: Address
499 Waverly Road , No . Andover
Notice to APP1,10AN1/T09N CLERK and Certification of Action. of Ylannanzg Board
on Definitive Subdivision Plan entitled-
By: dated t 19
The North Andover Planning Board has voted to APPROVE said plan, subject to the
following conditions:
1. That the record owners of the subject land forthwith execute and record
a '"covenant running with the land", or otherwise provide security for the con—
struction of ways and the installation of municipal services within said sub—
division, all as provided by G.L. c. 41f S. $l—U.
2. That all such construction and installations shall in all respects
conform to the governing rules and regulations of this Board.
3. That* as required by the North Andover Board of Health in its report to
this Hoard, no building or other structure shall be built or placed upon Lots
No. as shown on said Plan without the prior
consent of said Board of Health.
4. 'Other .conditions:
In the event that no appeal shall have been taken from said approval within
twenty days from this date, the North Andover Planning Board will forthwith
thereafter endorse its formal approval upon said plan.
The North Andover Planning Board has DISAPPROVED said plan, for the following
reasons:
NORTH ANDOVER PLAMM BOARD
Date: By:
FORM D
DESIGNER ' S CERTIFICATE
� /20 1992
TO THE '�"(-�'LANNING BOARD OF THE TOWN OF NORTH ANDOVER ;
In preparing the plan entitled Den Rock view
I hereby certify that the above named plan and accompanying data is true
and correct to the accuracy required by the current Rules and Regulation
Governing the Subdivision of Land in North Andover , Massachusetts , and
my source of information about the location cif boundaries shown on said
plan. were one or more of the following ;
1 . Deed from Ryder t•0. Bailey --_
dated 4/3/54 and recorded in the North _
Essex Registry in Book 789 Rage 449
2 . Other plans , as follows
E. C. L . O. 3152 , N , E. R. D. ff 6-31
3 . Oral information furnished by
4 . Actual measurement 'on the around from a starting point established
by E. C. L . O, 3152
5 . Other Sources
N
OF hlq
Si gne
J. "•
( Seal of Engineer or ( Registerbd P " esorlAg1a ngi nee r or
Serve or Registe�r,ed<
y ) L
Michael 'J:' Serg ��A✓A[ t[It�dS
Christiansen & Sergi , Inc ,
160 Summer Street
"3�dress
Haverhill , MA 018
FORM E
CERTIFIED LIST OF ABUTTERS
1 /20 1992
TO THE PLANNING BOARD OF THE TOWN OF NORTH ANDOVER :
The undersi caned , being an applicant for approval of, a Definitive
Plan of -a proposed s ubdi vi s i do entitled Den Rock View
submits the folIvwing sketch of the land in the subdivision listing the
names of the adjo'•ning owners in their relative positions - and indicating
the address of ea(Ji abutter on the sketch or in a separate list , in --
cl udina owners of land separated from the subdi vision onl a, street .
SK gnatu4ere of -KOp.1-icant
Robert Bailey for -
_ _ _.gBai y Fawily 'Trust --
49 +��� averl.y Road
No . Andovex-, MA 01845
r
• I9
TO THE PLANNING BOARD OF THE TOWN OF NORTH ANDOVER :
This i5" to certify • that at the ,time" of the last assessment for taxation
made by the Town -of North Andover , the names and addresses of the partieE
assessed as adjoining owners to the parcel' of land shown above were as
above written , except as followsc
Assessor
Abutters to Map 26 , Lot �>
Map# Parcel# Name Address
22 1 & 25 Arthur L. & Trene Fournier , 509 Waverly Road
22 15 John R . & Margaret V . Sutton, 487 Waverly Road
22 86--1 477--479 Waverly Condominium, 477 Waverly U-1
22 86-2 477---479 Waverly Condominium, 479 Waverly U-2
26 10 .lames D. & Anne Zahoruiko , 18 Halifax Street
22 32 Kathleen Hillis, 204 Middlesex Street
26 5 Hannah S . Baxley, 499 Waverly Road
22 119A Eugene Pasto, 15 Halifax, Unit A
22 119B Clifton G . Stone , 17 Halifax, Unit B
SECTION 4
DRAINAGE ANALYSIS
SECTION 4
Drainage Analysis
As shown on the attached plan , there are 3 sep•alrnte
drainage areas on the project site , Only drainage area �-I``'2
wi 1 1 be modified and therefore , only drainage H--2 was
analyzed .
The results of the analysis shew that without the
detention/recharge a.rea. , there would be an increase of the
proposed over the existing runoff levels as follows:
Existing Proposed
c f s c f _ '..
10 year storm 7 .08 7 . 86
100 year storm 12 . 1 13 . 1
This increase in flow discharges into a very large
wetland within the ownership of the applicant and eventual K
into the Shawsheen River . However , to protect the wetland
from the roadway runoff discharge , passible erosion and
siltation , we have added a detention/recharge area ,
This area has a capacity of 2, 170 cubic feet and can
recharge runoff to the ground water at approximately 4 ,800
cubic feet per cal hour . This represents a storage recharge
capacity of 6 , 470 cubic feet . The project wi 11 cause the 2
year storage runoff to be increased by 2 , 633 cubic feet and
the 100 year storm to be increased by 3 , 330 cubic feet .
As can be seen , the retention/recharge area capac i ty' is
twice that of the 100 year runoff increase .
HYDROLOGY STUDY - BACKGROUND DATA
Pr o j e c t J-------_--___....,___-._.___.-__
Drainage Section ;-__ __-_-_-_-.. ------_----.------
Condi t i on .-__ _Ex i sting __---Proposed
Storm Frequency:-----2 Year _10 Year ____-100 Year
r
File Name_: 2 Year--------- 10 -__ 100 Year-__-__---
Area.___— ____Acres
Longest Flow Path :----- -_Fee t
Average Slope :---
Hydrologic Soil Groups :---___ -___-
Description :
_Acres Impervious CN =
-------Acres Lawn CN - ___--_--_-__�
Acres Woods CN - __22------
-------Acres Meadow CN = ____-_-_____
....___....,--Acres --------Acre Residential CN CN -
= ----_---------_...
_-!
0� A c r e s ____-----.-_--___.. --__-___
to i n u t e s
Direct Runoff : 2 Year_______" , 10 Year. - �Lc t—" , 100 Year_------"
Runoff Vol ume i 2 year-------Ac-i n , 10 Year-�_L _Ac- i n ,
100 Year-------Ac-i n
TIME INCREMENT AREA CONTRIBUTING
-----------------
--------------
HYDROLOGY STUDY - BACKGROUND DATA
Project :- /- -�--!--...,.-----_--- ___- _--
Drainage Section :_-// ------ -------------
Condition :_.----Existing _ y Proposed
Storm Frequency:-----2 Year __,Z_10 Year -----100 Year
File !dame_: 2 fear_________ 10 Year. r�� L 2_ 100 Year
Longest Flow Path :-_.71_�------Feet
Average Slope :--_---1
JJ I
Hydrologic Soil Groups:__--___XA -------%B -_C_ --_`f,C
Description :
------------- r
rea ImperVious CN = ___ �_-____
-------Acres Lawn CN - ------------
CN 7
-2-L'I _Acres Woods
_.-__r..__Acres Meadow CN -- --------
-------Acres --------Acre Residential CN - ------------
-
CN S:_ Z- Tc :_ J� minutes
Direct Runoff : 2 Year------- , 10 Year_ 1 r_� " , 100 Year__-_---"
Runoff Volume : 2 --Ac--i n , 10 year /G _Ac-i n ,
100 year
-------
TIME INCREMENT AREA CONTRIBUTING
-----------------
--------------
__ •� -_Acres
HYDROLOGY STUDY - BACKGROUND DATA
Project :--- !-----------------------
Drainage Section !_ f j_^l___ -- _-....._-__-_--
Condition :__L-Existing __---Proposed
Storm Frequency:___--2 Year -----10 Year __.,,V._100 Year
File Name_: 2 Year--------- 10 Year--------- 100 Year hL
Area: 2 2----Acres
Longest Flow Path Fee t
Average ------- n
Hydrologic Soil Groups:-------%A -------%B _'fG__;:C n _ YD
Description :
_LZ��__Acres Impervious CN -
-------Acres Lawn CN _ ___-----_-__
�^ z. CN - -- -____-
Acres Woods
-------Acres Meadow CN _---_---_
_---_..__Acres --------Acre Residential CN - _--_---- ---
- �� CN _
.�_Acres -�------_-- __----------_---
cN :___! ---_
S: _ �__ Tc :___1___ minutes
Direct Runoff : 2 Year-------" , 10 Year_______" , 100 Year_1/_6_Q_"
Runoff Volume : 2 Year_. -----Ac-in , 10 Year-------Ac-in ,
100 Year— _7"__Ac-i n
TIME INCREMENT AREA CONTRIBUTING
-----------------
--------------
HYDROLOGY STUDY -- BACKGROUND DATA
---------------------------------
Pro j e c t .._.'_-__..._.._._.___--_..._..__---_......
Drainage Sect : o n :---Z_--1-=----- ----------------
Condition :_____Existing --L-Proposed
Storm FrequencY:____.....2 Year -----10 Year K _100 Year
File Name_: 2 Year--------- 10 Year--------- 100
Area:-----
---Acres
Longest Flow Path ___Feet
Average Slope :----
<r _ r' r
Hydrologic Soil Groups:___-_...._"/«A __...,____XB _.�_ _ V. ----__ %D
Description :
2--Acres Impervious
-------Acres Lawn CN _ ____�__-__--
Woods CN __Z_Z_______
-------Acres Meadow CN - ------------
-------Acres -----
---Acre Residential CN - ------------
(� CN
CN:__� �� � S;__� r-l- ._ Tc : __ _f!��__ minutes
Direct Runoff : 2 Year---------
Runoff 10 Year--------- - 100 Year
Volume % 2 Year-------Ac-in , 10 Year-------Ac-in ,
100 Year_Z "`Z_..Ac--i n
TIME INCREMENT AREA CONTRIBUTING
-----------------
--------------
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PR-* 3
CLIENT - BAILEY
DATE -- APR- 22 1991
C:ONU T T I Qhl - PROPOSED
FILE NAME DPIO()
PERIOD STORM -- 100 YEARS '..
TIME, FL-OW, TIME=, FLOW,
HOURS C F S HOURS CFS
9 , 1ff. 12 12. 66
9. 1 . 44 12. 1 5. 6B
9. 2 . 44 12. 2 2. 62
9. 3 . 44 12. 3 1 . 31
9. 4 , 44 12. 4 1 . 311
9. 5 . 44 12.5 1 . 31
9. 6 . 44 12. 6 1 . 31
9. 7 .44 12.7 1 . 31
9. 8 . 44 12. 3 1 . 31
9. 9 . 44 1.2. 9 1 . 31
10 . 44 1.s 1 . 31
1 . 44 13. 1 . 87
10. 2 . 44 13. 2 . 44
10. 3 . 44 13. 3 . 44
10. 4 . 44 13. 4 . 44
10. 5 . 44 13. 5 . 44
10. 6 . 44 13. 6 . 44
10. 7 . 44 13- 7 . 44
10. 8 . 44 13. 6 . 44
10. 9 . 44 171.9 . 44
11 . 44 14 . 44
11 . 1 . 57 14. 1 . 44
11 . 2 1 .51 14. 2 . 44
1. 1 . 3 1. 31 14. = . 44
11 . 4 1 . : 1 14. 4 . 44
11 . 5 J. . 75, 14.5 . 44
11 . 6 2. 62 14. 6 . 44
11 . 7 5. 24 14.7 . 44
11 . 0 6. 99 14. 5 . 44
11 . 9 13. 1 14. 9 . 44
DIRECT RUNOFF 4. 33 INCHES
AREA IN ACRES FOR TIME SEGMENT 1 2. 15
AREA IN ACRE:i FOR TIME SEGMENT 2 = . 63
SECTION 5
WETLANDS PROTECTION ACT
CHAPTER 131, SECTION 40
SECTION c
WETLAND PROTECTION ACT
CHAPTER 131 , SECTION 40
The applicant has already filed a Notice of Intent with
the North Andover Conservation Commission , public hearings
have been held and an Order of Conditions issued that allows
continuation of the roadway, drainage system, sewer- pump
station and detention recharge area .
Additional Notices of Intent will be filed with the NACC
for house sites in the buffer zone before house construction
starts.