HomeMy WebLinkAbout0000 MAIN ST./RTE 6A(W.BARN.) - Health (6) �o Yz _Doris K. Arru.4 o
TOWN OF BARNSTABL E
ypF THE Taw
P y
OFFICE OF
! BOARD OF HEALTH
i BABH9TABLE, e
Epp M639. 367 MAIN STREET
om At. HYANNIS, MASS. 02601
November 29, 1989
Mr. Joseph E. Bartell Re: Preliminary subdivision plan of land in West Barnstable
Chairman, Planning Board Petitioner: Doris K. Arruda
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Barnstable Town Hall
Engineer: Baxter & Nye, Inc.
Hyannis, Ma 02601 Assessors Map 157, Parcel 1
Date: July 31, 1989, Revised 8/10, 8/30, 9/29, 10/12/89
Dear Mr. Bartell:
The Board of Health has reviewed the preliminary subdivision plan in West Barnstable
I
and makes the following recommendations:
Each septic sys
tem shall be located within the prescribed boundaries of each individual
lot.
he Board
The developer must submit a copy ° a master plan to throughout the subdivision showing
tohissuanceoof
of the proposed wells and septic systemsg
any building permits.
Building permits will not be approved by the Board of Health on individual lots until the
well is installed and certification submitted as to the bacteriological and mineral content
of the water by a State Approved Laboratory. The water must meet all of the standards
established by the Safe Drinking Act of 1974, revised 1986 and all the standards of the
Board of Health's Private Well Regulation effective June 1, 1989.
The developer shall have recorded on the deed that no variances from Title 5, Minimum
Requirements for the Subsurface Disposal of Sanitary Sewage, and the Town of Barnstable
Health Regulations will be granted on any lot in this subdivision.
A percolation test must be made on each lot, at leaching site, before a Disposal Works
Construction Permit will be issued. Maximum ground water elevations must be determined
by using data available from the United States Geological Survey - Probable High Ground
Water Levels on Cape Cod, Mass. Each proposed
r dTitle t15, andeTownust conform of Barnstable tRules
to 310 CMR 15.00, the State EnvironmentalCode,
and Regulations.
All tree stumps, brush and building debris removed when clearing lots or roads must be
disposed of at a licensed solid waste disposal facility. Chipping brush and tree stumps
is an acceptable alternative. Burial on site is prohibited.
The applicant must receive an Order of Conditions from the Conservation Commission,
if applicable.
Mr. Joseph E. Bartell, Chairman, Planning Board
Re: Preliminary Subdivision - Doris K. Arruda
Nov6rriber 29, 1989
i
The developer shall have recorded on the deed that underground fuel and chemical storage
tanks cannot be installed or maintained on property within this subdivision.
Prior to Board of Health approval of each building permit, the sewage system and water
supply must conform to 310 CMR 15.00, the State Environmental Code, Title 5, and Town
Health Regulations.
It is recommended that each sewage disposal leaching facility shall be located the furthest
distance from the wetlands on each lot to reduce eutrophication caused by phosphorous
and other nutrients. The United States Environmental Protection Agency's National
Eutrophication Survey states that 0.25 lbs. per year of total phosphorous enters wetlands
from every person served by onsite septic systems within 300 feet wetlands (US EPA 1983).
The Town of Barnstable in it's "Stormwater Priority Listing" dated August 1985, revised
1987, lists as an area where shellfish resources and wetlands must be protected.
Very truly yours,
1 �
Grover C. M. Farrish, M.D., Chairman
Ann Jan Eshbaugh
\' ••may-�,�,L�y �' ► �'�'"`,,'l'�� �t-.
~Jes H.
Crocker,-Si.
_ABOARD OF HEALTH
TOWN OF BARNSTABLE
TM/bs
copy: Doris K. Arruda
Baxter & Nye, Inc.
Town Clerk
Health Department
Centerville/Osterville/MM Fire and Water District
Conservation Commission
I cat � r
' FORM B40010�
e
APPLICATION FOR TENTATIVE APPROVAL. OF PRELIMINARY PLAN
8 November
To the Planning Board of the Town of Barnstable'.
The undersigned, being the owners of all land Included within a proposed subdivision shown on
the accompanying plan, entitled Preliminary Plan of Land in lies t Barnstable
and .doted 12 October 19 89 , submit such plan as a'preliminary plan showing in a
general way the proposed subdivision of the land, and makes application to the Board for tentative op-
proval thereof.
The Owner's title to the land Is derived under deed from --_r_i nri
dated -_2_Augu g t , 19_ak_ and recorded in Barnstable Country Registry of Deeds, Book 47.29,.
Page.2A1___, or under Certificate of Title No. registered in Land Registry District, Book
Page
Doris K. Arruda
Applicant
P.O. Bo 429. 4d: Barnstable MA 02668
Address
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LOCUS
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Mill
Pond
LOCUS MAP
1:25,000
ZONE RF 8 AP
MAP 157 PCL I ,
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SITE AND PROJECT DESCRIPTION
4 PRELIMINARY SUBDIVISION FILING '
QUAIL RUN FARM, WEST BARNSTABLE, MA
t . ' NOVEMBER:1989
Horsley Witten Hegemann, Inc. has been retained by Mrs. Doris K. Arruda to
evaluate the land use characteristics of Quail Run Farm and to prepare a
preliminary subdivision application for the parcel. The preliminary plan was
prepared by Baxter and Nye, Inc.of Osterville, MA. -The following discussion
summarizes the existing conditions and uses•of the site and the proposed
subdivision.
' •tit-. •� ._ 1-tE' .�* a{t.k;L •.�F%�..f�.�;,+.. aK A;;F:'[ t .. ek r
Site Description
The site consists of a 59.7 acre parcel located north of Route 6A, and to the
west of Mill Creek, in West Barnstable, Massachusetts (see Locus Map). The
property overlooks the Great Marshes toward Sandy Neck dunes.
Topography ranges from level to gently rolling, with elevations ranging from
0 to 30 feet MSL. Approximately 34 acres of the site is upland; the remainder
is occupied by a variety of wetlands. fig{r .;sir. e d--
a
The property has been used as a horse farm for Morgan horses since 1978;
previously the site was used for dairy farming and other agricultural
purposes. Much of the site appears to have been cleared in the past, based on
the presence of overgrown stone walls, bridges and fruit trees.' Existing
structures on the site include a single-family residence with attached garage, a
carriage house, horse barn, three horse paddocks and a tennis court. A 2000-
�� foot paved driveway provides access to the site: There is also a disposal area
on site, for clippings, brush, sawdust and manure generated from farm
operations.
4
1
1
' Vegetation:J The site supports a variety of vegetative communities, including
open field, woodland, salt and brackish marsh, and several freshwater `
wetland areas: Species composition is characterized by a variety of upland,
transitional, and wetland types. : In the drier soils, located.in the central,
western portion of the site, red cedar, white oak, and grasses dominate. In the
less.well-drained soils, red cedar trees grow interspersed with transitional
shrubs, such as arrow-wood, highbush blueberry, bayberry, and rose, with an
tunderstory of poison ivy, goldenrod, grasses, and mosses." Typical wetland
species include swamp azalea, highbush blueberry, sensitive and cinnamon
I' ferns, skunk cabbage, cattail, arrowhead, sweet flag, and peat moss. The salt
marshes are typical high and low Spartina marshes. A wet meadow plant
community occupies a corner of the southern horse paddock.
' Wetlands: Wetland resource areas on the site include Land Under a
Waterway (pond and related stream), Inland Bank, Bordering Vegetated
Wetlands (brackish marsh, shrub swamp, wet meadow), Salt Marsh and Land
Subject to Coastal Storm Flowage. The pond, formerly a cranberry bog,
encompasses 3 acres, and provides habitat for fish, turtles; muskrat, Canada
geese, ducks and other birds. The pond lies'near Main Street, and drains via a
stream to the east, under the driveway and along the site boundary. This
' stream flows into a brackish cattail marsh to the east of the property, which
converges with a large salt marsh extending toward Barnstable Harbor.
IA Request for Determination of Applicability.was filed with the Barnstable
Conservation Commission on 8 August 1989, to formally establish wetland
' boundaries on the site. The Commission issued a positive determination
(attached as Appendix A), which states that they are in agreement with the
rwetland boundaries as delineated on the site plan. Any work proposed
within 100 feet of these wetlands will subsequently require the filing of a
' Notice of Intent.
g .
Geology and Soils: The surficial geologic map-for the Hyannis Quadrangle
(11dale, 1975) indicates that the site is underlain by glacial lake sediments,
deposited approximately 14,000 years ago during the Wisconsinan Glaciation.
These deposits are characterized by a'mixture of well sorted medium to fine
sand with silt, clay and minor amounts of gravel.' These sediments are
reflected by the surficial soils on the site. 1'
k
According to the Soil Conservation Service Interim"Soil Survey Report for
Barnstable,-County (1987), there are six soil types on the property:
I�
4 BoB Boxford silt loam7 F rV1'. '' . .t;k . •
CcB Carver loamy coarse sand .
EaC Eastchop loamy fine sand
t Fs Freetown and Swansea mucks
ImA Ipswich, Pawcatuck and Matunuck peats'
"s <' ScA ' Scitico silt loam.
Of these six, only the Eastchop and Carver soils are characterized by rapid
permeability and are well-drained.' Much of the site is underlain by the
remaining soils types.' These tight, clay- and silt-rich soils have low
permeability and appear to be a major determinant of site vegetation.'
A series of six borings was conducted on the site during September, 1989.
Three monitoring wells were installed within these boreholes. In addition,
six test pits were excavated on the site under the observation of Jerry
Dunning, Barnstable Health Agent. Soils suitable for on-site septic systems
were encountered on all four of the vacant lots. Boring and test pit logs are
4
included as Appendix B.
i
Project Description 'c? fy=-;{ :a _ >•. .
The site plan submitted with this preliminary subdivision filing was
developed following an in-depth land use assessment of the site. Initially, all
wetland resource areas and soil types were identified and mapped. A Request
for Determination was then filed with the Barnstable Conservation
Commission to confirm wetland boundary locations and test pits were
excavated under observation of the Barnstable Health Agent to confirm the
presence of soils suitable for on-site septic systems. We have also held
meetings with Arthur Traczyk, Town Planner, Steve Seymour, Town
Engineer, and John Jenkins, West Barnstable Fire Chief, to solicit their input
early on in the site planning process
Two alternative site plans were initially considered for the proposed
subdivision. The first plan was based on the maximum.development
potential for the site based on the one-acre zoning requirement and the extent
of wetlands on the site. Under this scenario, a total of approximately 30 lots
could be accomodated on the site, with frontage on a loop subdivision
roadway which would meet all the specifications of the Barnstable.
Subdivision Rules and Regulations. ,Due to.the unique, rural quality of the
property, however, the applicant preferred to adopt a much lower density
1dO e
approach.
The preferred alternative plan, proposed with this preliminary filing, consists
of a total of five lots ranging in size.from 4.4 to 31 acres. Specific details for
each lot are summarized below. , '
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IUpland Area Wetlands Area,,..,,t! Total Area
(acres) _ `'(acres) -_ (acres)
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` Lot 1 3.32 . {3.00 '%4.0 6.32 .
Lot 2- '' 4.40 , ` 0 . ' F'' 4.40
Lot 3 3.56 4.52 '' ~ 8.08
! Lot 4 , 2.83 5.46 x ,r y r 8.29
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Lot 5 18.33 ,, �``12.85 ° 31.18
TOTAL 32.44 `' :K 25.83 } 58.27 ;
A narrow strip of land adjacent to the pond (Parcel A) will remain in
common ownership between the five lots of the subdivision, to be used for ,`
recreational purposes.
•f 9 f'w�y'�7 t? 1' wYs'�r 'h ,�"� a ,
In order to minimize impacts on existing views and wetlands, the applicant
prefers to maintain the existing paved roadway on the farm to every extent
possible, with several modifications,as described below. To do this several
waivers from the Town of Barnstable Subdivision Rules and Regulation will
be required, both for the total width and total length of the roadway. A ,`
subdivision road constructed to the full specifications of the Subdivision
Rules and Regulations may be excessive for the limited number of lots
proposed, would severely impact existing scenic views of the pond and
F
marshes and would require the filling pf a variety of wetland resource areas.
Recognizing the potential need for emergency access to the site, we have
walked the site and reviewed the plans with John Jenkins, West Barnstable
Fire Chief, who is familiar with the site, having conducted training sessions
on the site in the past. To accomodate his concerns and similar concerns
voiced by the Town Planner, the existing roadway has been modified to
! include several paved turn-outs, a wider access point at Route 6A and a paved
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500 1000 3000 EXHIBIT A
0 2000 feet
LOCUS MAP
Scale 1:25 000
West Barnstable, Massachusetts
North
Doris K.Arruda
West Barnstable,MA Source:Sandwich Topographic Quadrangle(U.S.G.S.,1972) HWH inc.
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+ DETERNIINATIOIV'OF APPLICABILITY.
^ +P
, UNDER WETLAXODS ACT AND
BARNSTABLE WETLANDS BYLAW .
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310 CMR 10.99 . '.
Form 2
� . • � . .x DEDE File No.
THE (To be provided by DEQE)
%N _ Commonwealth = �� i CitytTown
of Massachusetts sAIMSrAIM
EE �1 6 a I Applicant
Determination of Applicability—
Massachusetts Wetlands Protection Act, G.L.'c. 131, §40
TOWS OF BAMSTABLE BY—LAVS,;ARTICLE XMI
From Barnstable Conservation comet;taxi an Issuing Authority
To Allen Arruda >' Same ° s
(Name of person making request) (Name of property owner)
640 Main St. �,, {> p ,{ a'f 5► ,.F ,.., . ; I+ t
Address West Barnstable, MA 02630 „ Address'
This determination is issued and delivered as follows: .j
by hand delivery to person making request on - _ (date)
I$ b certified mail,ret return receipt e t b Yu ece t requested on S em er 21 1989 p q n date
(
Pursuant to the authority of G.L.c. 131, §40, the Barnstable Conservation Commission
has considered your request for a Determination of Applicability and its supporting documentation,and has
made the following determination(check whichever is applicable):�;u • �f :ht 4 d
This Determina
tion is positive:
e: f .
'1. XB The area described below, which includes all/part of the area described in your request,is an Area
Subject to Protection Under the Act.Therefore,any removing, filling,dredging or altering of that
area requires the filing of a Notice of Intent.
Lot #1 Quail Run Farm, West Barnstable
• F' .•r;P -��t ,, t, �.r ...tt���,, ��"t.`t''�=��!": ;',�•,��t«�i,. 't".: Yk - t, _ , - r
tit" :nio :«
2. The work described below,which includes all/part of the work described in your request, is within
an Area Subject to Protection Under the Act and will remove, fill,dredge or alter that area. There-
fore.said work requires the filing of a Notice of Intent.,.,
.. . �. .... •}. .y.,f,•. _ ,_,. .:r id'f• r '.....pisC "�'''+"F,w'�'t t3Yt,`:,a a:'�}:3 i'.��s. t�R.. f- , �,• ..
S ,. 'ii•t? - ' S.'" .'.K'3`.a*t•'. R.:ht•: it,9t n Zip° t- • _ -rr.
'�• ' v; .j";r - '4 , �"P'�S�k, . .� ?•,o a, '•:F"j ,r,., ..t. .xf,•..N. r a.
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Effective 8/1/89 ' ' 4
2.1
3. O The work described below, which includes all/part of the work described in your request, is within
the Buffer Zone as defined in the regulations,and will alter an Area Subject to Protection Under
' the Act.Therefore,said work requires the filing of a Notice of Intent.
This Determination is negative:
1, . O The area described in your request is not an Area Subject to Protection Under the Act.
2. ❑ The work described in your request is within an Area Subject to Protection Under the Act, but will
not remove,fill,dredge,or alter that area.Therefore,said work does not require the filing of a
Notice of Intent.
3. O The work described in your request is within the Buffer Zone,as defined in the regulations, but will
not alter an Area Subject to Protection Under the Act.Therefore,said work does not require the
filing of a Notice of Intent..
4. O The area described in your request is Subject to Protection Under the Act,but since the work
described therein meets the requirements for the following exemption,as specified in the Act and
the regulations,no Notice of Intent is required:
Issued by ga,-„gtat,l p Conservation Commission
Signature(s)
This Determination must be signed by a majority of the Conservation Commission.
On this 21st day of September 19139 ,before me
personally appeared Elisabeth E. Clark ,to me known to be the
person described in,and who executed,the foregoing instrument,and acknowledged that he/she executed
the sa as /her free act and deed.
' November 28, 1991
o ary P ell
My.commission expires
This Determination does not relieve the applicant from complying with all other applicable federal,state or local statutes,ordinances,
by-laws or regulations.This Determination shall be valid for three years form the date of issuance.
The applicant,the owner,any person aggrieved by this Determination,any owner of land abutting the land upon which the proposed work
is to be done,or any ten residents of the city or town in which such land is located,are hereby notified of their right to request the Depart-
ment of Environmental Quality Engineering to issue a Superseding Determination of Applicability,providing the request is made by cer-
tified mail or hand delivery to the Department,with the appropriate filing tee and Fee Transmittal Form as provided in 310 CMR 10.03M,
I within ten days from the date of issuance of this Determination.A copy of the request shall at the same time be sent by certified mail or hand
delivery to the Conservation Commission and the applicant. t
2.2A
FINDING-
' The Conservation Commission concurs with the wetland delineation as flagged in
the field and on the ,Plan of Record dated August 10, 1989, Baxter and Nye, RLS.
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€� ` �t;BORING LOGS AND TEST PIT LOGS
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f s its, z �.: s•t ysi�
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' "lr ��a4 � ,t� r �'.'•{°yy.k � rr-�" 'fit a2'� ,� $' _ S .
' ' • 414
yp 5�
a pin
f r �' c,5�'' '�;}#'�;, ,»
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7� 1" '� ' "( � h1`�• '>J,r)C '`i•/ 'C 4�-S & .:+�r! ' (
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WIN Won! 0
satw .+�'
5c.
I -
BORING NO. Oil-1
HWH inc. BORING LOG SHEET / OFF
14 PROJECT PROJECT NO.rruda
LOCATION ELEVATION AND DATUM
West Barnstable, MA
BORING CONTRACTOR DATE COMPLETION DEPTH
Desmond o zV
BORING EQUIPMENT OBSERVED WATER LEVEL DATA
Drilling rig 17•S'
ELEV. DESCRIPTION DEPTH WELL SAMPLE REMARKS
SCALE DETAILS NO.
�tSv�+uei►t 5acal
�cu�dY IVNvw--yrey Oe y f
. welt
t �
,.
2 s �
<<1• a j{'
F� yrey day k„E�� Iry 4
iYIO{'��nly �� r4yvLry T �'
d I- t x `
Frjable� silly iNe(I,L�r� Jww.7 6 } {
CJ&v ' p
l jY�
? f
_ 8
i
jefy
day
/y�GW✓c.•� & S,SrrZ
�L EJIWW SunJ loacidStO /c.Z' \
and
' � 7
e
12
/�•�� wor s4kA s;1t 14
1z"1?cwvr.`
16 µ
18 :,'
e,' b it
y slow Pe�xi:/tck.. .__ IZ�I�Gcc.'w 20'. .
INSPECTOR CAC, SJT
BORING NO. OW-2
HWH inn. BORING LOG SHfiET z OFF
PROJECT, PROJECT NO.
Arruda
LOCATION ELEVATION AND DATUM
West Barnstable, MA
BORING CONTRACTOR DATE COMPLETION DEPTH
Desmond 201
BORING EQUIPMENT OBSERVED WATER LEVEL DATA
Drilling rig
ELEV.' DESCRIPTION DEPTH WELL SAMPLE REMARKS
SCALE DETAILS NO.
O :3.5` ri s
Red Sued Q� ,5vr��G �c:rcetr�,l 3` ih
fltdr�w. �Jat. n finer well-; Wcxler 24a-6c,vz
5ur�-rc1 Srtti�l� # 2 Wc�-1r-�- ,•�-c�-Ile.
Yeuow wh;k scrrid, menar Sitf
4 r; led w+f� Luc-IJ
S«►.s, � c.lCLI secJ e
/� �tccVer
10�.
6
. 8
Lasl,t „e//cw said
l`f"Pecover .�0
12
j11W;vm cpu.rsC ,u.n.d f yruve/ 14 QuGlt
J4.Iyrnk.cl Ly IJ nu 5�,,��F-..
m
Rocxs 16 _
18
Me.c1iJM dC(i;n Scch✓^iFC� Si�1 .�S ft-u
_ T
20
y a
INSPECTOR CAC, SJT
I BORING NO. ow-3
HWH inc. BORING LOG SHEET M-OF
PROJECT. PROJECT NO.
Arruda
--
LOCATION ELEVATION AND DATUM
West Barnstable, MA
BORING CONTRACTOR DATE COMPLETION DEPTH
Desmond
' BORING EQUIPMENT OBSERVED WATER LEVEL DATA
Drilling rig , r
8 ��h Sup^Fide' oo�-tI,PCI
' ELEV. . DESCRIPTION DEPTH WELL SAMPLE REMARKS
SCALE DETAILS NO.
2"'PVG pe_e-u,eea W4+Ce
2 L �ttrv��yl. perched
7 one SKNcI 4
/O UtVG'r 5S
> f
i
Sic��»a havt�Jr rs 6
C''e'1 rtd-mvMl��/, hanl� Clry� C •
rauc/l clq J/Y' cccwEr J tZ
Z �rey rt<�-rnc0/td, hard, dey'
_ 14„
C/iQA'Ct�4 C/0. / a [ JV
16,
18
20,,
i
INSPECTOR CAC, SJT
B MG NO. ow-4-
HWH inC. BORING LOG SHEET I_OF.-�—
IPROJECT PROJECT NO.
Arruda
LOCATION ELEVATION AND DATUM
IWest Barnstable, MA
BORING CONTRACTOR DATE COMPLETION DEPTH
Desmond
IBORING EQUIPMENT OBSERVED WATER LEVEL DATA
Drilling rig 13' helow sv:Fu.�r
ELEV. DESCRIPTION DEPTH
W SAMPLE S PLE REMARKS
SCAIaE DETAILS
r'
ouf, 4' '.� waltr
t
zoo Pv(— Wolf screef-pe-ft
I t . :, �f, � f-a.b►e rrcf�Y..• •Nan
Z souk, 3� •�� clues
2
Iz (OCtLI CF)Nl(1�1i•oNF:
IM014ted S0nJ Si It w:LA ebb/s
C/.ey-G.ekn� Friable �p"Kterver '
�v1 N(.•,� ho
6 bnan��¢.r•uw b z(cu.i t
I8 curd,F;oh 5 .
l.i jhf� .,rh;IC s ,ctnd L JS tt2
Sand w 9.5' -' l�l"Rt(����e.•y Sl(nd adJecl'
4�flfrO%ite .se.4.4 C0
12.
k,,hi/e sand e It.J
Mcmta fun siLt p /3' Ib"RVco = S`�
14 _
E
16
I
18 s
20
INSPECTOR CAC, SJT
BORING NO. ow-5
HWH 1nC. BORING LOG SHEET 5 OFF
PROJECT PROJECT NO.
Arruda
LOCATION ... w•.. ELEVATION AND DATUM
West Barnstable, MA' '
BORING CONTRACTOR DATE COMPLETION DEPTH
Despond ' .x. ._. 15•
BORING EQUIPMENT s ,3 OBSERVED WATER LEVEL DATA
Drilling rig + W a ilea e.r tv m o vcc{
s
ELEV. DESCRIPTION
s DEPTH WELL � SAMPLE REMARKS
SCALE DETAILS NO.
F F
S Fon -rm hrs�
0
Y `
x fo Ju5ti-W y,ac.a,y
M wiu,„ 6cvW�t s4nct 5r ft
MCchv=✓{ lj•aw1 -sandy salt LC 3.S'
\\ i
?rey tk I
-rJrccu�t Si! c/a k li h
' ►nofN:n9 eD 3•E�
t
!8"l�e�cur��•� ( Y SS tt 2
y10—
cla, c
f 14 ct s
S 5 .3
16
�18.. a
20
1
s INSPECTOR CAC, SJT
i
I
_ +:11#4
TESTBAXTER & NYE, INC.
PIT LOG 812 MAIN STREE
T
T
Project Name Ar,,v ,x Q TIRY1610 MA 02655
Location _noc+ii R1z &i4• Wry r<rn,h�61c
Project No.AR6 Z3 4- Date B-q . +- -� I ��
• � � Weather Gaol /Sunny
Logged by S
I ' Contractor- A t na I l
Inspector
REMARKS T.P.No. 1- T.P.No. P,
. T.P.No. � •
GRD.EL___
GRD.EL GRD.EL. �
G.W.EL G.W.EL. G.W.EL.—
TO 0'1 'Topsoil f£ Topsoil �
1 sw6soi) 5+on�, S�lrso�)
I 11
2 S"b4oil t8
24"24"
3 Go�..poe►- r1 —
V'r'
4 Yn crA l u vr. .. ,. Inc_
i
GI7�y
6 SantP ' • .Sa"�/
I
f 8
112 Mcdovrh-F rz
10 Varvcct elwy `JanCP ?
•Fi1I t, blvc
(For Test locatlons see: 11 cl C.
*b g'^P►�.r► 138� N° 4/aler 06s.. Co.W.�
Percolation Test TIME TIME
Start Presoak TIME E
E
End Presoak
i
Time at 12"or
Time at 9"or(
Time at 6"or( ) f
Elapsed Time 9"-6"
or( H
Rate Min/Inch
a �
Legend Bedrock Percolation Excavation Effort
pt_p`t=tU'; Percentages I
Test t ,
TP No.Test Pit Number Location E: Easy And: 35-50%
GRD.EL Ground Elevation M Mediurrl t,..With:. 25-35%
_ Seasonal G.W.Max. D. .Difficult
Some: 15-25% !
G, W EL Groundwater Elevation ZObserveq.Elevation Y� Little: 5-15%
Trace: 0-5%
Sheet of
1 . TEST PIT LOG .
' Project Name- A r����a Location VIo#-+iI C4 F2+c A l.) t R� riICJ. I
Project No._Br 7_ 4 Date Avo u s f- Zs;�.1L9-If
Weather -,.,��Sd�n.i t
Logged by ��: Is cm
' Contractor A I Fu 11 c v- Inspector
REMARKS T.P.No. 4- T.P.No.
T.P.No. b
' GRD.EL.__ `GRD.EL GRD.EL.
G.W.EL G.W.EL. G.W.EL.
' O l opsci) TO Te pco
Svb t
• 18" Subsoi�. �
Sybsoi � ,
3 rY►'1 c�(w►yl ,,
' 4 SarvcQ {'Ylcd�urvl �\Z
e
5 San ee Scan oQ
6
8
lob°
10 Blue o\wy
-t�I t
(For Test locations see: 11 w�
12 ISfol (Into C.Do 6,r
IPercolation Test TIME TIME
TIME i
Start Presoak
IEnd Presoak
Time at 12"or( )
Time at 9"or( ) E
Time at 6"or( )
Elapsed Time 9"-6"
or
Rate Min/Inch
i
CA
Legend Beds Percolation Excavation Effort Pe rcentages a I Ilhtt` hftl; Test .
TP No:Test Pit Number Location E' Ey And: 35-50%
M: Medium; With: 25-35% .
GRD.EL Ground Elevation _Z Seasonal G.W.Max. D: Difficult
Some: 15-25%
G W EL—Groundwater Elevation Z Observed Elevation Little: 5-15%
Trace: 0-5%
Sheet_ of ?I _ i
TESTBAXTER & NYE, INC.
PIT LOG. _812 MAIN STREET
Project Name--Ar.-,eju Location CStiR � tkM'��2 ��- Fr.rn•
Pro eat No.�'6 Zz 4- lc
j Date-A �� ��+- - , 1 Cl ate, Weather�.�ol /sur��
Logged by S+•z.,•� ��; 1«a,,
' Contractor Pt 1 F%3 11 r r :
Inspector
REMARKS T.P.No. T.P.No. Z T.P.No.
fGRD.EL..__ GRD.EL. GRD.EL.
G.W.EL O G.W.EL. G.W.EL.
�"op�eII !. •Topsoil i Tcpso'�I £
1 Subsoil rj+o.,y S.3bs.cott {
1 bit-
1
18u
I' 2 24„U Subsoil i
f
' 4 MccAtvd.1 — /CinG
Gib
5
' 6 Sa►1cQ
7
8
jj
IIZ�� Rapt-
- Mcc om-Kne
I 10 Ve.rVea a1..y CP s t
. IZ ,
(For Test locations see:
138° Ne Wa/er o h s, Co.W.
�_� plzn � //II,,
12 1Hq� 149�� Wo We,"rr
v €
' Percolation Test TIME
TIME TIME
Start Presoak ►
IEnd Presoak
Time at 12"or( )
ITime at 9"or( )
Time at 6"or( )
Elapsed Time 9"-6"
or( )-( ) I
Rate Min/Inch
Bedrock Percolation Excavation Effort Percentages
Legend I►t-Ui,ftl,
Test t
I E: Easy
e
T_P No:Test Pit Number ��ffon Y And: 35-50/e
M: Medium . With: . 25-35%
GRD.Et~—Ground Elevation .Z Seasonal G.W.Max. D: Difficult Some 15-25°i°
GA —Groundwater Elevation S.Observed Elevation p' Little: 5-15% }t
a Trace: 0-5% !
Sheet of I
TEST PIT LOG
Project Name
Arroc1a Location +
� r.
Project No.
Date /gvouS Z_� ism_Weather_ ,
-
Logged by s
r Contractor—AI Fj 111
Inspector
REMARKS T.P.No.- T.P.No.
T.P.No.
GRD.EL_._._._ GRD.EL. GRD.EL.
G.W.EL G.W.EL. G.W.EL.
0
i opsoi ( E To psdi ( Top-.oi
185010sad. IZ,. St�bsoi I
'
S�bsoi � i
2
Sirk����c� '•32i �
3 ",1wr 1
4 Sand Mcdtuol
mcchom
• 5 San� San.ap
6-
7-
8 �
I
10 'Blue- G\ay i
.r
Ito I zo"
(For Test locations see:
11 cV4y -till i
/ .17
' 12
Percolation Test TIME
TIME TIME
Start Presoak
End Presoak
Tune at 12"or
Time at 9"or( )
Time at 6"or( )
Elapsed Time 9"-6"
or(
Rate Mtn/Inch
i
• O� Ire/�! inc!•t
Bedrock �
Legend Percolafjon Excavation Effort Percentages
Il► n`_ Test 4
T`P No.—Test Pit Number Location E' Easy And: 35-50%
GRD.EL- M: Medium' With .. 25-35%
Ground Elevation Seasonal G.W.Max. D: Difficult
Some: 15-25%
G•W EL—Groundwater Elevation Z Observed Elevation. ' Little: 5-15%
Trace: 0-5%
Sheet--�_of .
! TEST- PIT* LOG BAXTER & NYE,
QWtAAI YTEN�Project Name Arwe'x Locatio _
Pro ect No.6'6 Z34 L'OJ9
1 Date �►.�gus+- Zg1 a� Weather Gaol /Surnv
t.og9e(i bJ—S f"C$lC W i l ct_"
Contractor—Pit Pit- F 311 T r Inspector
REMARKS T.P.No. T.P.No. 2+ T.P.No.
EL
GRD. — GRD.EL
• GRD.EL.
G.W.EL_ G.W.EL. G.W.EL. F
I 0
Topoei) sv TdPaeil ;f . Topsoil �` j
1 Subsoil why
10� S 18u
2 ubsoil
3 G o►A Par-1- jy! -/i r„ —
'B l uc
! 4 YYlcaltv..� ,,
Gl ay I
5
Ftn �.�•,r,-
s SaLvxa
7 i
I
93p r
IIZ�� ► CCAIVm-r7n2 i
10 Varvccl C%."/ ; San Co
i, lei
(For Test locations see: o Al w /c r o b S. Coo W
12
Percolation Test TIME TIME
TIME
Start Presoak
End Presoak
Tune at 12"or( )
Time at 9"or( )
Time at IV or( ) E
Elapsed Time 9"—IV
or( H ) -------------
Rate Min/Inch
i
Legend B'dfock Percolation Excavation Effort Percentages
Ill,n— Test s
T.P.No.—Test Pit Number Location E' Easy And: ' 35-50%
M: Medium:._.... With: :25-35%
GRD.EL—Ground Elevation �_ Seasonal G.W.Max..' . D: Difficult Some: t 5-29% .
G.W.EL—Groundwater Elevation Z Observed Elevation Little: 5-15% �
a Trace: 0-5%
i
i
{
Sheet of i
TEST . PIT LOG ,
Project Name A r r•)A-A Location un chi P,
Project No. Ah 4 Date v
Weather
Logged by f5trvL (49, IsCm
Contractor- A 1 F.,1 I c r- Inspector
REMARKS T.P.NO.- 4- ._' T.P.No. -j
T.P.No.
�
GRD.EL__ GRD.EL__ GRD.EL.
G.11u EL 0 G.W.EL. G.W.EL.
Topsoi I To
To psoi( � mail
18 Sub so" IZ sVhsoi
S�bsoi �
2 Sim,+. I�d7
.32"
3 ►111�w►,•1 .
4 Sa►ncQ M cd I u^1
MCCI(o l
' !
8 E.
u
10 120" MossB 1 ue clay
c1cy -hII
(For Test IocaUons see: 11 WI V
/an
12 �� IS(o'� �No le�nkr
` .
Percolation Test TIME '° TIME TIME
Start Presoak I
End Presoak
i�fi'e at 120 or
'lime at 9"or( )
' Time at 6"or( ) l
Elapsed Time 9"-6"
or )—( )
i
Rate MiMlnch
1
Le end Bedfo& Percolation Excavation Effort Percenta es
t g RIBUIRIUMTest g a {
T.P.No.—Test Pit Number Location E. Easy And: 35-50%
: .
M: Medium With: 25=35%
' GRD .
Elevation Seasonal G.W.Max D: Difficult Some: 15-25%
G.W EL—Groundwater Elevation ObserVed Elevation ; Little: 5-15% i
' a
' Trace: 0-5%°
Sheet�_of
_ • i
LOCUS
N � '
Grp oD0 i
M° fie, Mill o o I
r -Pond
� 20
6,
LOCUS MAP
-
1:25,000 Nil i<
ZONE RF 8 AP
MAP 157 PCL i S
. ._,
o ` SMITH
1y if CREEK
w =
W
NN
2
J 1
rr
�'E�?BERT L. 8 BONIN/E HINC Y
L.C. 382264
Y
T.H. 4 \
AMI~ Cr/►O edd"r`�II� A00
Jose
016
AM 480-1
ilr `t
i , ►
C�' •�� �.
cp/ ar,Me arrlle
/ //
/,M w AN !�s
►1 r''' _/ LOT' I < \ \ ,/AV
L/OT 2. ,/� _ r�l ,► ,� II
A
\ /2 AN ` As 4.4 CS. UPLAt%'
►� /.-�—. — �,; 3:32 ACS. UPLAND , �` - ' / -
r POND \ ;�'• -- ► _--- - - - - -
1
3 00 \ + ,,• •N•=� 17 1 1� �- rrtll mow. w _ ----
LCt 5 .
' �
6.32 ACS. TOTAL! \"\ H I �
• ,�1
�• ► POW S.N. 18.8 1 \ ,gip —_�._._ \ 18.33 ACS, _ANO co
I � y,r+✓` \� �
AM tt rrl' \ � : . ., r . ......,.,.. ` `` N -ilia.. ..ACS. WETLAND± �•
I ,
r
118 ACS T07AL* c
� PARCEL A o/ .... W
0 ACS,± NOT BUILDABLE u -
- •A, � � S.N. - IG.4 1 N
!.. " �,rMl• �'' r% as sac . ` . . , •• i .'' ` 7
MOW At / AEA .- r \ �, / \ ` 11
All
U y. �+
i M
Q
SA
Ekrr!
8 , , u _
. r
° PRANCES ✓, $ I L OT 3 --- / t/ .
K LOT 4 �._
a..
DAMS 3 56ACS + U / �}• 'ar • \ \ \ _ — \ „erAr ,
,
• -
.!.
/ 2.83 ACS,_ UPLAND — --
"'';�, WETLAND / /W;�.�, + ;so;\,
5.46 ACS ± WETLAND
8�8ACS.± AL / 8,
�i 8.29 ACS. TOTAL I \ `_ 4-
S. = 26L4 __ ff / �� co qc �— �. 1� / \. co�aaec r'
- --�
■, sib• \ n— ai - —A' S.N. - 19.3 ! \ \ ` ` ,• � �� �\ �\_ n l� � I
AM
FRESH WATER WETLANGZS l _ \ � i
f11D ` r 1 1
- Atr .•su eri•Apm
... J
,ers r ets icr'-- --'. , / 1 I — _✓-
•`-.. , Q `< � _ 1 , ..`• — � I � �� •••'-•— —`' - —�• it
vV 1N z O \\ / AV
oo
IK
..� / .�...`_ E
aJ / I 'off d(• _ '''~tom~ I
•`'�•. .-• . '�_•- � ,C ' - '� � '..,� _� �`_.. •,� . ��,,,,,+ ate•
•
44
It Ap
. hiln
\ I !---- -- ✓ POW
i �\\ i \ F� • \._.. - TORN OF BARNSMBLE
P
PRELIMINARY PLAN OF LAN D -,
IN
MALCOM Af, ADAMS
WEST BARNSTABLE , MASS . h. r
o
' � T
UPLAND = 33
FO
DORIS K. ARRUDA .91 AC.
— WETLAND 25.83 AC.
TOTAL = 59.74 AC.
Ifty g 9 SCALE: I" - 100' JULY 31, f989. 89
REVISED AUGUST 10, 1989
BAXTER 8 NYE, INC. AUGUST 30, 1989 r +t=r ,,
REGISTERED LAND SURVEYORS
$ SEPT: 29, 1989 NOTES: CREEK LOCATIONS FROM AERIAL
' 6CT. 12 1989 . �. v�►c,.►,nM '`; : PHOTOGRAPHS.
CIVIL ENGINEERS r.,
OSTERVILLE, MASS. ;' WETLAND/UPLAND LINE BY
1 HORSLEY WITTEN HEGEMANN, INC.
ELEVATIONS BASED ON N.G.V.D.
NO. 86234