HomeMy WebLinkAbout0000 PLUM STREET - Health (3) PL,omdie
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�OF7HET� TOWN F ARNSTABLE
w
�FFICE OF
i HAHHSTOBLE,
9 1639 o� BOARD OF HEALTH
��iDrE0OR a��0 367 MAIN STREET
HYANNIS, MASS. 02601
September 181 1980
Mrs. Mary Ann Strayer, Chairman Re: Subdivision of land in
Planning Board West Barnstable (No. 452 )
Town of Barnstable Petitioner: Howard W. Woolard
Hyannis, Mass. Date: August 13, 1980
Engineer: Down Cape
Dear Mrs. Strayer:.
The Board of Health approves this subdivision. The following con-
ditions must be met.
Each well and septic system shall be located within the
pres"Fribed boundaries of each individual lot.
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.
Each dwelling shall connect to the Town sewer when
it is available.
It is highly recommended that the Conservation Com-
mission make a wetlands determination prior to the
issuance of building permits or any road construction.
A percolation test must be made on each lot, at leaching site,
before a building permit will be issued. Each proposed septic
system must conform strictly to 310 CMR 15.00, the State Environ-
mental Code, Title 5, and Town of Barnstable Rules and Regulations.
Prior to Board of Health approval of each building permit, the
sewage sysem and water supply must conform to 310 CMR 15.001
Mrs. Mary Ann Strayer s
Petitioner: Howard W. Woolard
September 18, 1980
Page 2
the State Environmental Code, Title 5, and Town Health Regulations
that are in effect on the date of said issuance.
Very truly yours,
Rob"ert L. Childs, Chairman
Ann Jane 4EII�augh
CyrillRosston, M. D.
BOARD OF HEALTH
TOWN OF BARNSTABLE
//mm
cc: Mr. Howard W. Woolard
Down Cape Engineering
Town Clerk
West Barnstable
Ma_, Dt,i. • 198
PLIc.A^tT- _Rebecca _.S_arah.__Trus __ FEE^ 0._ - - - -
Dom' S 1 Holbrook Court, RpcK_port, Ma TELEPHONE NO.
(Non-reFun(?abie )
;GIN�c R Willem Liebennan TELEPHONE NO. 428_2 92
,,,.LT SCfHEDULED March 21 & 984 Ambrose Devaney
(Applicant' s. signature )
. . . . . . • . . . . . . . . . • . . . . . . • . . . . . • . . . . . • . . . . . . . • • . • . . • • • • • e . • • . • • • . • . • . • • . . • . . . . . . .
SOIL LOG
rB--DIVISION NAME Plum St. i DATE- March '>9r� „3 TIME q 0 A_M,__
CPANS ION AP I'A: YES_X-NO Wi I 1 i am-- w„ 3r�F1�—_ENG INEE R. r!-
:�i.( WATER—,,-.PRIVATE WELL X BOARD OF HEALTH
fir. Jacn.bj._
Mr. -Fuller EXCAVATOR
:ETCH: (Street name,etc. ,dimensions of lot, ,exact location of test holes and
percolation tests , locate wetlands in proximity to test holes )
NOTES :
a
F
�a, L0
`4
ERCOLATION RATE: <3 mildINCIff
EST HOLE NO: ELEVATION: _ TEST HOLE NO: ELEVATION:
1 Y, 70-P 1
2 : AOL sU'38aiL 2
3 ;+r' 3 t
�4., . 177" 5A"D 4
fi 1ti� SOAK 5 T�, Co N"v it"(=Ttfl 5
6 __SAME -F'1 ivy 6 A.
8 8
10 r 10
r 11
0 11 0^ �•+
12 7 A-rK � 12
13 /Y C6 U t\rj EaD 13
14 _ 14
15 15
16 16
C:ITABLF FOR SUB-SURFACE SEWAGE : ' LEACHING FIELD LEACHING PITS
'50z_TrC-f �o �vQQ/�R� p� LEACHING TRENCHES
,is"_T -.�� 4� 1R 51 P R\r! SE'Ir.GE . REASONS
_ ce _ S - _ � `
J L'
Arr1j1ytM1 y1V lJ �;ICC:l7L 1"' ll 1�;� I]tvU Cl ��: CN TLVl Y1lA
CATION ZP�6 Plum St- NO.
LLAGE �4e5t Barnstable, Mn- DATE_mrch
PLICANT Rebecca & Sarah Trust FEE �n_
DRESS 1 Hnlbrnnk rnnrt� Rockport. Mai TELEPHONE NO. (Non-refundable)
3INEER William Lieberman TELEPHONE NO. 429-2592_
TE SCHEDULED Mgrch 21 & 22, 1 g84' Ambrose Devaney
(Applicant' s signature)
. • • • • • O • . • . • • • . . . : O • • . • . • • . . O •• •.* • • • . . : . . . . . . • •. . . . . . • • • • • • • • . . . • •• • • • . • . . . • • •
SOIL LOG
B-DIVISION NAME P1 nm St_ DATE TVT r:.h? TIME Q; n Q ,
PANSION AREA: YES.L_NO11 i T.i eh _ENG_INEER:')�,:
WN WATER PRIVATE WELL X Mr. •Jacobi BOARD OF HEALTH
Mr. Fuller EXCAVATOR .
ETCH: (Street name,etc. ,dimensions of lot, exact location of test holes and ,;,,
percolation tests, locate wetlands in proximity to test. holes)
NOTES:
�� d TH _3 'for LoT'
ta
Lvrn ST Zi
�
SCALC
lIt f
;RCOLATION RATE 3 MAN 1 )NCtl
:ST:HOLE NO: #.�. ELEVATION: .. TEST HOLE NO: ELEVATION:
pl
1 SA►.r��To� 1
2 AND ��F35l>`. 2
3
3 1V:EU1l�lvLN b
y 4 �� �Y :.cr v/ &RAVEL .4 _
5 5
•
8 SAN� l� "Fi ItfS 8
9
9 'r: =
10 . 10
11 T77
,�� 11
12 , .'`` NviaT �. 12
13 '£N GU U N't' RE D 13
14 14
15 15,
16 16 .
JITABLE FOR SUB-SURFACE SEWAGE: LEACHING FIELD LEACHING PITS
Ju13JCT oeyr�.41� ® � LEACHING TRENCHES
1 ABLEOR S Bp¢ FAQ WA A SUIT U S CEASE GE. REASONS:
ATE: ENGINEERING PLANS MUST SHOW NUMBER ASSIGNED ON PERC TEST APPLICATION
2IGINAL: COMPLETED IN ENTIRETY BY P. E. AND RETURNED TO BOARD OF HEALTH
)PY: RETAINED BY APPLICANT
APPLICATION FOR PERCOLATION TEST AND OBSERVATION PITS
°CATION O�A�'`-�o P111m fit, NO. _�d
LLAGE rarest Barnstable, Ma. DATE Mrch 2
PLICANT Rebecca & Sarah Trust FEE �' 30
DRESS 1 Holbrook Court, Fockoort. Mar TELEPHONE NO. (Non-refundable)
GINEER - TAii 11 i TELEPHONE NO. , 428_2 592
TE, SCHEDULED March 21 & 22. 1284`
(Applicant.!s signature
SOIL LOG
B-DIVISION NAME Plum S t. DATE Ma rc',b 72*, l TIME q s 30 A_ M_
PANSION AREA: YES_.j_NO p ENGTNEER: v iP a.. . .
WN. WATER PRIVATE WELL_ Mr. Jacobi BOARD OF. HEALTH
Mr, Fuller EXCAVATOR..
ETCH: (Street name,etc. ,dimensions of lot, exact location of test holes and
percolation tests, locate wetlands in proximity :to.'.test; holes)
NOTES:
06/� /
:Lc5s4 LbT6 L0�s S`�1OJ
ti V
,
?Lahr, CCT5�A
` '1-Es r 0 S
ALsc,:
,
14 .
;RCOLATION RATE:
;ST. HOLE NO: _1 - 2 ELEVATION: TEST HOLE NO: 3 ELEVATION:
SA�,>?y Tad 1 EAntnY Tam Y;
Sv :26tL2 ANI> SUIano L 2 D 5vS3Soi L
D u:nn s�N t t t�►v nn r�r,o 3 Pf
4 * "`mac��• \►J � G RY! >n. 4 : `"P-5 �rEs'r b3d1 . 56 - �• -`t �,. C`QO�L T'K1t.`r�1� 6AC�TC D .
lnbwwr SAMD �` IxEoi�.' fi/D
C1� IUtV1 V . W p1NE5
g (- c.K LXOGE 9 `
.. 10 � � v✓aTEst. ._,
SEGiNG AT LEDGI�O '
W/aT E.I 12 =. �^ 12 �, lYf1l G
_ovWC-T(�L 13 I:�M►w sa t 13 , Nc:vU"Tr9 :� D
14 ". :..3 )a 2,5AMN 14
15 15
16 16
JITABLE FOR SUB-SURFACE SEWAGE: .: LEACHING FIELD LEACHING .PITS
�Vwr--c- - "To �®�t�.D ri*P LEACHING TRENCHES LEAC14IN61 ° C_ K5ex6 -�-
1S kENLM
UIT LE FOR SUB-SURFAC SEWAGE. REASONS:
i
)TE: ENGINEERING PLANS MUST SHOW NUMBER ASSIGNED ON PERC TEST APPLICATION
ZIGINAL: COMPLETED IN ENTIRETY BY P. E. AND RETURNED TO BOARD OF HEALTH
)PY: RETAINED BY APPLICANT
gPlum St
DP. 1?94
e$.t ern tabl-e9 -Ma• -- ------ - - -- ---- ------- Mrch 1/??
?PLICA^4T--Be-bPe a-&-Sarah Ir v— FEE
DDRESS-1_Fol broo k kport ` TELEPHONE NO.
NGINEE'R llliam Li Pbe mnn TELEPHONE NO. 428-2592
ATE SCHEDULED MAr�h ?1 x 9 1-dgLL Ambrose D -vnnpy _—
(Applicant' s signature )
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
SOIL LOG
UB-DIVISION NAME Plum St, DATE Mareh , TIME 9130 A.M.
XPANS ION AREA: YES NO T T ENGINEER. ?t` _;:..
'OWN WATER PRIVATE WELL X Mr. Jacobi BOARD OF HEALTH
_Mr_ Fu 1 er EXCAVATOR
KETCH: (Street name,etc. ,dimensions of lot, exact location of test holes .and
percolation tests , locate wetlands in proximity to test holes )
NOTES :
a$
5
,�
/VfaT To SG.AL,E
ST. _Lo7 s S 49 cav-soUOAMED
'ERCOLATION RATE• S MIN )NC_t)
'EST HOLE NO: ELEVATION: TEST HOLE NO: Z ELEVATION:
c�AN�o Y 7 o? —
2 J�N® 'Suc ->Cn% _. 2 lino Sidi to
3 _;b�il�r 3 � t,
4 ,K, 4
5 �.rxil j M�9�UM SI�ND 5 fi ^'� % MSg1urn. 5�4N�
6 CaN° L1�ta,TC� 6 �°-' ` r , C'oNSvi ►t)�TCD
- : 7GUI 7 .�. c�• ' lY�I`t.ED W►fiN "��M GLRr --
F1NE9 AN C� S3Oiv5 -
8 ` �' 8 ^`;' TmES lA N p tToNtS
10 ", �ry�,fr 10 `�:''
12 IV D W�r R.. 12 Nc� 1c� Tk z.
13 �.IvGaUfVfi�.1?C® 13 LNG u/vT
14 14
15 15
16 16
:UIFABLE. FOR SUB-SURFACE SEWAGE : LEACHING FIELD LEACHING PITS 161ALLE`15
Su Wt6T 'Tee 'Ub PiLIF.> 0r- LEACHIL1iG .TRENCHE•S__
Y�LT# C' ',Rp v ' E;IAG . . RE.�S,'`S
•- - _._.^ _��I- r..,�.. �.t.� �.. ASS7 .�'i_.r'I �ii �.�..RC rn`.J_ ���=):_.L —,• - - -'
APPLICATION FOR PERCOLATION TEST AND OBSERVATION PITS
CATION o Q�7 d•a^ Rlum St. NO. 4 �S
LLAGE Rnrnetah1 a Mn - DATEMl:ah
PLICANT Rebecca Sarah Trust FEE � v
DRESS 1 Holbrook Court, Fockport, Ma./ TELEPHONE NO. (Non-refundable
]INEER William Lieberman TELEPHONE NO. '428-2592
rE SCHEDULED March 21 & 22., 1984 Ambrose Devaney
(Applicant' s signature
SOIL LOG
B-DIVISION NAME Plum St_ • DATE Rgrch 220 1254 TIME 2't3n A _M.
PANSION AREA: YES_.L_NO William Liebg=an ENGINEER:.)v',
WN. WATER PRIVATE WELL_ Mr. Jacobi BOARD OF HEALTH
Mr. Fuller EXCAVATOR .
ETCH: (Street name,etc. ,dimensions of lot, exact location-of test holes and
percolation tests, locate wetlands in proximity..,to test holes)
NOTES:
20 CA°
FT
. f
�V� '
RCOLATION RATE: M)N d INCH
;ST,:HOLE NO: j. ELEVATION: TEST HOLE NO: ELEVATION:
1 SAJ40Y .'-r(=>1>
5 _ 1 ��sa3 f�n/O 5 '
6 L.L"l. �E��4r"�I�11 6r�4.l 6
- „' a' yJlttit 'Q.. . �T
7 I IVEg
r p
8 8 .
9 �7/` 9 . �•>�,o Div' e �3�c ,1�
10
11 � Ir 11
12 Na < F�,
13 Eivl,..PuiV i U 13 t-a4atk01NI I l�`,,;C..D
14 14
15 15
16 16
JITABLE FOR SUB-SURFACE .SEWAGE: LEACHING FIELD LEACHING .PITS
SvBSLCT To C9 F LEACHING 'TRENCHES
PLALT14 A?�Zvv �
VSUITABLE FOR SUB-S RFA E EWAGE. REASONS:
OTE: ENGINEERING PLANS MUST SHOW NUMBER ASSIGNED ON PERC TEST APPLICATION
RIGINAL: COMPLETED IN ENTIRETY BY P. E. AND RETURNED TO BOARD OF HEALTH
OPY: RETAINED BY APPLICANT �' '
y�A,PPLICATION FOR PERCOLATION TEST AND OBSERVATION PITS
,OCATION Plum St. NO.
PILLAGE 1�iPGt Rarnatnble, Ma , DAT
APPLICANT_Rebecca & Sarah Trust FEE 4 �Q,
ADDRESS i, T4nlhrnnk rn„rt� RnckX)nrt, Ma_ TELEPHONE NO. (Non-refundable)
;NGINEER William Lieberman TELEPHONE N0. '428-2592
)ATE SCHEDULED March 21 & 22 , 1984, Ambrose Devaney
(Applicant'. s signature)
SOIL LOG
;UB-DIVISION NAME PLUm St_ DATE March 22.. q 4 TIME q,"I� A_M
.;XPANSION AREA: YES__NO Til 11 i nm Tj ebprman ENGINEER 7�1,1:
GOWN.WATER PRIVATE WELL Mr. Jacobi ' BOARD OF HEALTH
Mr. Fuller EXCAVATOR
;KETCH: (Street name,etc. ,dimensions of lot, exact location of test holes and :.,�,,"
percolation tests, , locate wetlands in proximity to. test. holes)
NOTES:
33` ', `
t. \
N
07
�.
-Al:
.M
PERCOLATION RATE: t
VEST,,!,,HOLE NO: -1 4r.Z ELEVATION: TEST HOLE NO: ELEVATION:
td4:
2 2 . '4Fl/ A1Ji� i +7Uasot
3 tiT, rrr,r R'; s •:T , . 3
4 .ter t �T. Pp 4
5 5 �; T�.sT t [iLE :d.Sl�fti
6 a � Pt �r
7 ��;_c:�:_.4 , :•wrr r o airs A�fl _. ._ _._.�..
8 8 .q-1 56Pm1 :8 T o N S
C .
10 N® VAIM 10
11 ' NGUut P, t: 11 �; Ii11 L1 SAND W ��'IR511
13 13 3t� TE1 .
,.{.. 14 14
15 15
16 16
SUITABLE FOR SUB-SURFACE ,SEWAGE. , LEACHING FIELD LEACHING PITS_
Sr, L G T }tl l� ,A'R13 8 T" LEACHING TRENCHES L,C
!JNSUITABLE. ?(OV L UB-SU F' CE V GE. REASONS:
^TOTE: . ENGINEERING PLANS MUST: SHOW NUMBER ASSIGNED ON PERC. TEST,APPLICATION
JRIGINAL: . COMPLETED IN ENTIRETYDY P. E. AND FgTURNED TO BOARD OF HEALTH
':OPY: RETAINED BY APPLICANT
SCS-CONS-8
3-70
r INVENTORY AND EVALUATION
SOIL AND WATER RESOURCES
1
1
1
t
SOIL CONSERVATION SERVICE
U.S. DEPARTMENT OF AGRICULTURE
in cooperation with the
BARNSTABLE CONSERVATION DISTRICT
it CPO:1970 0-403-704
_ l
L
0 1 LS MAP
ARD
INITI, E " DATA
O
EAGLE RE JY rRUST SUBDIVISION
and
Ga UP
p�
R.:�ARLES 1i�ry UP a HA'"a _
34
• uvm gag
Tho date in this report is based on swill ;.ata tukan from tto proposed
k3lue r
As the jrcoposed su d1tvisa 'I.-y I$ dd M%t�, Mo it.es rod r t
11mitav'Llorw .for both K Sa.ta ' onto c tatks and home sites, Site' -1
wid 21-PT have; a slit Ismd-tation for sepyltic tP zz Lh.0 a m a a rate
limitation forl hono "iftlos. .
Sitto 15 1-6 :may post &a prrblemn of septic tank locatti•on,- bemuse
cr barmy bogs occupy portlow of the litea. The other lots bordering,
'
V�.c�c 4.Lww,, .-,y bogs shOl!�Mu`1�i #r0 47010 U It Y:.�V,; r't is v.111M5 N'dV aN�+iw Public
hoalth lwov. ("are nhlm,44 be tabu that tma k's d.O llet ollixtv
ad aac+ zxt vetland.
t .
SOIL MAP
' -'�
prepared " Y Tjn'ted States DeT�art..--,en tic:._ Coriservat con Ser,.-ice
t �-)f
Ea g-1.-- IC_l 4 IT, S t
4
AL POTO H
NAME AERI
TOWN West BarnFta".le e !,lass.
C 0 N
DATE P?FPARED Uphar,
o 13,20'
7 57-8 7 8
17
MAPPING soxt
UNIT NAMB
• r,�.�.ri� "r_._•._—..'w.�.t.wf+aar4.Y.rsw:aa..w.arw...r...w+•nu.rrw+,a.Y••-w".':�M[:L. Fs+,•ww�aysw. '.ar.r.w:.n.+s.•aire9..•wtY+.r.+++.::a.WM •ewualnri..a
rVii CRAIMMY BOG "Very P()orlr drained soils ghat have bed
developed for eotmerciv.,' produotl,on of
�ra�ber �e�.
CAMM COARSE SAiM Droughty noil fb=M In deep, stone-fret,
3 010 mm oc% coaxse sand deposits. Yellolfaish,
5% alop" loose jc rmy coaxse Nand or to arse �*ni
subsoils
32 OLz rMWTtY Somevhat droughty soil forte iA stonyt
xC3a 0AN.Ty v t = � w id ajar t1 a Friable sari
� 15% 810 ee low. su' aoil becomoz sandier and looser
t+*pea %�dt a db.pt,A !any 'have a bard layer below
30ie �
•
IM.POD':
- Am wwam no SMACE
OZ D € M DI Sk S LIMS VATM TAWX RUNS
Cruaborry So& serem Sevoftr* aura severe a 0V varr bl&'
'51 Comer Coarve Gand,
B lilies wderate u24gUt, slisft de" to
c moderate moderate gate moderate de 1*
Sim` Loww Send
moderate modtmte, brute, VA)deMte deep low
severe, smode2`#3te f' �� 'aeve" e/ deep lov
7 t
• A QF k4gT TION ARE DEIPdEMOD) A€—ERML a
. t go species problems are e*eeted to be encountered in
developing tbo areas for sudtary landfill
2. Moderate These areas are usually satisractory for sanitary
landfill, but costa of development are Usually greater
Uan for areas rated as having slight lWtstion. The
very stony areas have atones and possibly boulders-,
this may be somewhat of a problem in wing asatis-
r4otory. sealed covering over the refuse. Extras taro
in layout of trenches and acoess roadie is needed on
areas of ,8--15% slog*s. The silty soils pose a
ts"affjaaab lity and dust problem.
3. Lee se areas have soil: properties that noM ly preclude
their -doe for ganitary Isadrill. They require intensive
corrective measures to overoome soil lbittationS. Costs
are normally a essive, pollution is a 'problem
especially on the moderately wed O poorly,, and very
poorly dralznei. areas (bigb water table M, or near
surfaeo for 4 or more z6fthe of the year) and those
areas that flood fregoently. Stones and 'boulders are
a problem in glacial till miatorial-
•
• FlY (
or Tm� P o ( anal r) RATE ( )
c m"ftnm &4 vory► slow.
51 car Coarse
ism ,
A i
is d
la
(2) I �t.�g� �Q, �,@ g;y ypYyyy�q d 4a t rat* at a s
s the
F7�+Nf�FtiA R VaiW+s,'
i
i
SMIC TAM lIzat a :Opet al* problems are expected to
beeiacountereC 140 ` approved
desip =4 installation criteria
usually results in satisfactory
Performance of disposal aystems.
Kaod�ate Usually satisfactory for intensive
useo CaraINAl site selection, extra
site preparation,, and extra care
auriag installation are Senera .y
needed.
v These sails have properties that
vor y preelude use of septic
tank systems for higb density
housing. Mey require intensive
corrective measures to overcome the
soil limitations.ons. The costs are
normalr oxcessi+v'rta
BOMB $rM ^� ��, _ No special problMs are wTected to
be encountered. Otandard design
criteria and construction methods
normal result im oatisfactory
• homes. ,
Mo i*so tweas are usually* satisfactory
for home sites, but costs of develta
ment are usuany .greater gran for
areas rated as having siig t lxmita�
tioa. The my require special care
it lot layout, 4rain48e1, Supplemental
irrigation to establish and maiat .
v68etati00, ad-ugo messb stabili-
cation, atoue razzeva., or rock ex-,
cavation.
These areas have $oil properties
that nomally qpresxude their use
for bome sites. They require in-
tetwive cor otive.measures to
overcome the adil limitations, Costs
are excessive.
ROADS gig s;peci.al pr6loiems are expected to
be encountered in developing "ads
In these areas. th-adaug and surfaci
normally provide satisfactory per-
formance.
•
ROAD (coot aged zeoe areas are usually satis#tcttary
for developing roaAs, but mW re-
quire wre. toady grading, simple
drainage inOtellations sub ado #zd
Costs ate norM4117. higuer than for
areas ra je4 as having' a'€sli.8ht
�.ia�itstiaa«
ftyer
a These ex4as have soil, properties
that, roclua rs e1-aessive a"oats to
Overcome site IiDatdtlonsi. They,
regUire Intensive coiir of ve mossures
to ovorcoze tie Broil li itatiots.
WAIITR AND SrM WNE � go spealal problems o e expected to
'be encountered in oxciviating the
soils and, installing vater and
sever linos,v
Ho d ecse areas 'area geaaeriy �atist'eetcary
for e=avet ag soils and instanlaao
w ter a nd serer lines, but costs are
usuany. eater than for areas rated
as villa a aj nt 1i tenon* The
areas my require pvspiag and fissure
. contar6l devi"a on the steeper slopes,
or there are exoavation' dif- riculties
dice to prosenot of stones, boulders o
or hardp .
ftv.16re These areas have sil pvoperties that
m%e it difficult to excavate the
sous andlostall vator and seder
Unes« rno ► toouIre intensive
eorrective xeasures to ovorovssae the
soil. lianitatiass Tho costs are
�ox° .3,y eess�ve.
SMSaU" 9101 WAS
TABS These soils, bave a fluetuating vater
table tba`u rel no $ to 10 -test
ion the surface aud does not :.raise-
to vitbin 3 foot of the surface
during norzal years of rainfall,
Shallow These sails have a eater toble at or
near the surface for 7 to g months
doing the year, go-Aa ra lyfrom
autumn throush late Win or early
Sumter.
Tau (Coat.) �° �s�� � IThe soil e�ara�t��r�,st�c# .of these
&rote are too variable for caaoei"`
floWon into a sod: serf es a The4e
as require on- to. idmination.
SURFACE RUXOPF m . Those soda have a hi rate of
i-nf itration and for tMemission
and very lit*le s aoo runoff occurs.
d - Thaw soils have. f ear textures that
those i the low rutwff class. The
finer texturos result in a rodersto
rate of Infiltration and voter
tranevlszlon:, 'thereforp- more, vater
runs off the eurfa-e.
': e$* soili bAV6 4 £Clot/ rate of
infiltration and water transmission ,
after boing thoroughly vetted,, and..
tIverefare have b .rtwoff of"-giurf406
waterr
Y.�om gIlLh roue soils ,are sate rtted nth water
st of the yeaar or are sba ov to
• 'bedrook. Thv +fan aboor'b but, little
reo i t on and ti refore ,ht3vo Very.
A, =ate a The soil. obaractoristies of these
areas are too varla,'bla for Blass ,
rioativa into a soli: sirles. Theae
aroa,s require, oa-zl a determination,
�t �F
1
i
i
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TOWN OF BARNSTABLE
4 e,asar ENGINEERING DEPARTMENT
96 'sum.`
`�alpt: HYANNIS, MASS.
WILFRED F. TAYLOR - -
TOWN ENGINEER
August 14, 1970
is
Mr. George L. Cross, Chairman
Board of Selectmen
Town of Barnstable
.Hyannis, Mass. 02601
Re : Wetlands Committee review ofla preliminary subdivision plan
for Eagle Realty Trust , West Barnstable.
Dear Mr. Cross :
The Wetlands Committee on Thursday , August 14, 1970, viewed
the above site off Plum Street, -West Barnstable and would like to
report our findings.
The pr-oposed subdivision includes 41 lots or approiimately 35
acres of land. to be subdivided. Of .the 35 acres approximately 11
acres or 1/3 is swamp and. bog land which should not be filled. or
built on under any circumstances.
It should. also be noted that the bogs, ponds and swamps in
the area receive the surface drainage from approximately 170 acres
of upland which is then discharged from this area slowly to Garrett °s
Pond, and in part under Parker Road.. With this proposal to fill it
is quite possible that area water table difficulties will be exper-
ienced as the low lands of this section must serve as a surcharge
basin for surface runoff.
Also to be noted is that 32 lots require from a minimum to a
maximum of almost the entire lot area to be filled. bef ore building
would be possible.
In view of the above noted. conditions, your Wetlands Committee
recommends the disapproval of this preliminary plan as a subdivision
and would like to suggest the following:
1. A new plan be submitted redesigning this subdivision utilizing
only high ground for lots and. roads.
2. All low wetlands be-eliminated and set . aside ,f or conservation.
and drainage purposes.
3. That adequate drainage rights be secured for - the Town.
r�
j
George L. Cross -2a August 14, 1970
4. That all of the Board of Health requirements be satisfied
before any preliminary or final plan is approved..
5e That any surface or septic waters be treated correctly to
guarantee that the waters of Ga.rrett ' s Pond will not become
polluted.
Respectfully submitted.,
ly
Wilf ed Fe Taylor, Chairman
Taisto E. Ranta
a
Her ert D. Stringer
Wetlands Committee
/1
cc : Planning Board
Board of Health
. Building Inspector
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