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RCJCRYEO FOR CC61JreRJ a5€'OAley
COMPUTATIONS: D W T.
PCA'V 6F 14vD IN
DESIGN:
�diPTy� 1
N,4LVA�90J-4f175
DRAFTING:D. HVA r«
c3' {IE�E�7 FOB
CHECKED. ,D. Tfi� O JVfRSON
APPROVED: A. P 1.60 MEY
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DATE SEjoT' Z, /977
'`i`��d c �� yy j���� f` !
e
ALMER HUNTLEY JR. & ASSOCIATES INC.
SURVEYORS- ENGINEERS - PLANNERS
125 PLEASANT STREET
NORTHA!�I'I MASS,
O ✓ V
� v HEET / OF
. r r '�
RCJCRYEO FOR CC61JreRJ a5€'OAley
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P64AI OF 1. 4A.l0 IA
FI ELD WORK
ccwuTATIO - DW 7
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AF
SGCYE"MD O&
U 5EPH C D/CKAL150
EK
-, -
DATE-
�
ALM�R HU NTLEY, JR. Ek ASSOC INC.
yN
SURVEYORS - ENGINEERS - PLANNERS
��o A s w
vc�
;Qsoa
125 PLEASANT
STREET
�soe0 y
O 'STE� ► ,
NORTHAMPTON,
MASS.
SHEET:
's
RESERVED FOR REGI STERS USE ONE
x
A-, S. ^�
OVAL
NOT
y`= REQUIRED
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A
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G FOR MMAW BALE - BARRIERS Placement of Ripr!E
G ENERAI. NOTES:
p Hand Placed. nanm-pz an L Cons CIT
Ripra " I .
PrXP The rinisned surface or the riprap shal'i sent #A 6v The -stones shall viat from 50 lb. 'to 300. lb. and shall vary
9h 1. "Erosion control measures shall be a the sequenc Of
met VIOW rough unhewn quarry stones, approximately rectangular, itight surface, not less than 12 in. thick, measured perpen- =rated i S. No siltatiop. -hall be aL!=zd in the wetlands oft *e lind no��
I . more or less uniformly in size. The 'exposed surface shall Co r -t t;ztion to prevent sediment wite. bank edge shall
placed pp. dicular to the slope. have a preponderance of the smaller stone placed so that the ter from leaving the b.- allowed under any circumstances
A. tahot ftall be placitf- is a ftn#io A laced directly on the specified sloes or surfaces it
f lengthwise on'the shall be so laid that the weight of the large stones is
surface conforms closely to the slopes show. on the plans or - AS hay bile and silt fcncc erosion and sedimentation checks shall be placed Whcrevcr hay-bale orsill fc-ace filt we used, diey&Abe
iontour, with ends of adjacent bales tightly abutting one g 1hah 170 - It-. 'Aall bi Ve'll '�Jjlqpe�tsod as difected by the En l 2. pillor to beginning %%vrk as per the plan and as per appropriate detail good working condition until ground cover is reestablished. Sift fence
'another. carried by the soil rather than by adjacent stones. Stones The sfoniv weighin isoft 6.
0 throughout the area with the 50-100 lb. stones laid between specification sheets. shall weigh between 50 and 150 lb. each and at least 601
A-11 bale: sh either v*kiAiomd or string-tied. Straw f them shall weigh more than 100 lb.! each. them in such a manner that all stones will be in close contaJ. be periodically cleaned as necessary to assure proper to and effective
unct oning. Hay b ales shall also be replaced simila ly as necessary
bales shall be instafted so that bindings are oriented The remaining voids shall be filled with *palls of suitable 3. Natur.-I vegetation shall be retained wherever feasible up to the scheduled pro%ide adequate function.
Preparation for Hand-Placed Riprap. before any a
around the tides rather than along the tops and bottoms of activity L
t I size and well tamped to produce a firm and compact revetment. start of a construction activi - the area, where possible, clearing shall
laced, the surface to be covered shall be fully compacted
the bales (in order to prevent deterioration of the bindingst. P immediately precede construction activity. 7. The down-liM toe-of-slope of all stodqMcd solk AA be Pi ot
and graded to the required slope. Itiprap on slopes shall
imp Vwqmd. The riprap shall consist of rough o0ewti hay bales or silt k nee. i
Who barrier t filled. h below the toe of the slope and shall 4. Erosion control measures shall, where applicable, incorporate at least the
sftalJ116 be estrend'hod and back A tire Ich commence in a trench lquarry stone placed directly in the locations and to the
thel progress upward, each stone being laid by hand perpendiculak' following procedures detailed on this drawing: or:vvei"
*hall be excavated the width of a bale and the length of tcontours shown on the Plans by dumping in final position shown. 8. No stockpiling of soils be is wetland orviftMV 7-
roposed barrier to a minimum depth of 4 inches. After the 11 to the slope with the long dimension vertical, firmly bedded
ales are staked and chinked, the excavated soil shall b* against the slope and against the adjoining stone, with ends inoarly as practicable.
Temporary barrier of haybales to prevent sediment laden water from
0 0
entering the pond.
backfilled against the barrier. Backfill soil shall conform in contact, and with well-broken joints. Similar methods 9. Alf soils disturbed duldug conexaetim fiaffbe� 9 F."Us V-41 to rn:; lee&& end
to the ground level on the downhill side and shall be built shall be used when laying riprap an stream beds, in ditches,
mulched with hay or straw until growth is established.
up to 4 inches against the uphill side of the barrier. 1 and on level surfaces. b. Pnrniide temporary sION erosion control where required.
SUBJE NY AND ALL RECORDED OR 20. Soil stockpiles shall be shaped and seeded with temmmy e0vtrarpm
least two C. Mill and gtading shall be treated with slope stabilization seecj�,
CT TO se
not bais shall be socur 1; anchored by at stakes eding specifications or mulched if grading is to be delayed over winter.
• or rebars driven through the bale. The first stake in each UNRECORDED RIGHTS—OF—WAY, EASEMENTS, ground covcr and ha mulch u n com
y poplction.
bale shall be driven toward the previously laid bale to for c* THIS PLAN WAS PREPARED IN AccbRDANr.%E
RESTRICTIONS, AND/OR ENCUMBRANCES IN
into the ground to securely ancnor the bales. FORCE AND AP IL All work in regulated arm shall be performed under Ow svpm ncfte:�
the bales together. Stakes or re-bars t shall be driven deep W11TH THE PROCEDURAL AND TECHNICAL Project Lands-cape Architect or. Engmeer.
anouq# PLICABLE, IF ANY. STANDARDS FOR THE PRACTICE OF LAND
S. The gaps between bales shall be chinked (filled by wedging] SURVEYING IN THE COMMON'VAAE A LIr H OF 11 If anya arise'regarding erosion and sedicMttabol't emin .�ftil
with straw to prevent wUter from esca in between-the bales. the Project L-anudscape Architect or Engineer shall be consulted immediately.
1
IL-00so straw scattered over the area immediately uphill from' MASSACHUSETTS.
a straw bale barrier tends to increase barrier efficiency). THIS PLAN HAS BEEN PREPARED
• SO40!54
F. Inspection shall be freau"t and repair or replacement shard IN ONFORMITY WITH THE RULES
be made promptly as ae3ded. ,-
AND REGULATIONS OF THE REGISTERS
l000
have serve OF DEEDS OF THE COMMON'01EEALTH OF
.7. itraw bale barriers tha'4161
w
theIr usefulness, but4mot before the upslope areas have.been* MA,SSACHUSETTS.
permanently stablizied. 4,
LAND �[M Oft Foqmtkny
N,
h _0
• C *"an VISV Applications
�Z
OWNED BY
to Orient
4-ni0ft ttft9ttM _iSO4 9
t. Vales stall ba
S :
IS &
ERIC B. GERVAI
0 endioular-to the cottour, with ends of adjacent bales
f p
MARTHA S. GERVAIS
ti abutting ono anither. 135-00
9
aining steos for 'install Lng Yx st=v bale barrie far
2. the r3m
1; the following addit n
sheet flow applications ap
.ply hero, with
6arriei shall be extended to codh a lenqtb. that the ; . � �� / �
3+ . ft* of the and bales are higher in elevation than the tj
bottoms that sediment laden ru-r-.
o f th l middle bile to assure t
will flow either through or over the barrier but not around' it.
Aj 0 to
LAND NOW OR FORM`ERLLY Ile *0
00
OWNED BY JOSEPH DICKINSON
& M c�
ARY DICKINSON 0
1% 0 co LO/T 4
BK. 1259, P G. 1 0 6 0 LOT 51 A
ta
rAx
490-- 5 - r 19
I a
,o.,L I tv -64r5 I tt,�0 ar r4rw
12Ot 6r Tll{� rFamr-&V
FDW
LAND NOW OP F(,R?,AERLLY
OWNED BY F. '_SCROCKI
P. SCROCKI UK. 191-2,
PG. 211 PLA"l PK. '104
PG.70
Oro
ah
00
Lot rnmovw
vuiw�-6 cw'twrr_�, mTFgx.
LAND NOW
OR FORMERLLY OWNED BY
GEORGE &
KATHLEEN BOWERS
BK. 1959,
PG. 3
PLAN BK.
102, PG. 39
C OI ° ��1��� �ii����� _- �. .
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NOMIHAMPTON MASS.
HAMPS141RE COUNTY
486 Kenned Road Wetlands Plan
S UBDI VISION
FOR
CHRISTENSEN HOWARD
Ire
VIA
- f. �, J Scale
ex' PHARMER
1he
k
SIP
0� r 1 ' 50 Ott .-,k .4 4.
ENGINEERING
L G �O�,1 Job No.
Book Mo.
; 4 1
p CORPORA TION
Arches 2771 603
AM
nk P1=11in
7'
Comp. Code
Uban >f .__ (413) SU-MI
IBM 44
Date: I _tz Drawn b Date
V .1988
10
Drawing No. HOLYOKE
...Approved bV: Sheet: U-1 MASSACHUSETTS"
H
fie
Scanned
-DicIftized
Checked
goo
� _ _ _ :'�
APPROVAL OF THE
PLANNING BOARD NOT REQUIRED
UNDER THE SUBDIVISION CONTROL
LA
A
DATE:
r
33
4 J n T .
THIS PLAN IS SUBJECT TO AN ACTUAL
FIELD SUR ON THE GROUN
THIS PLAN HAS BEEN PREPARED FROM
DEEDS AND REFERENCE PLANS, AND IS
NOT THE RESULT OF AN ACTUAL FIELD
SURVEY BY THIS OFFICE.
THIS PLAN WAS PREPARED FROM
INFOR MT10N SUPPLIED BY OTHERS,
AND IS NOT THE RESULT OF DEED
OR RECORD RESEARCH, NO.•,i A FIELD
SURVEY BY THIS OFFICE.
GRAPHIC SCALE
so so Im
------------
uLnIttel-Irov e_VftMt2 _W T4
I inch 50 ft.
- V rLe.,&z... a• evyscui
... -
N 00*16'09" E
KENNE
_
J
NOMIHAMPTON MASS.
HAMPS141RE COUNTY
486 Kenned Road Wetlands Plan
S UBDI VISION
FOR
CHRISTENSEN HOWARD
Ire
VIA
- f. �, J Scale
ex' PHARMER
1he
k
SIP
0� r 1 ' 50 Ott .-,k .4 4.
ENGINEERING
L G �O�,1 Job No.
Book Mo.
; 4 1
p CORPORA TION
Arches 2771 603
AM
nk P1=11in
7'
Comp. Code
Uban >f .__ (413) SU-MI
IBM 44
Date: I _tz Drawn b Date
V .1988
10
Drawing No. HOLYOKE
...Approved bV: Sheet: U-1 MASSACHUSETTS"
H
fie
Scanned
-DicIftized
Checked
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COMPUTATIONS:O.
/40/ AAf F Z /A/
DESIGN:
/ o 1 %9S-5WejV / V PTN,q MPrg! P A lkS 77-5 DRAFTING- E.
s CHECKED: 4 T•A/otiA'.lr'o..1
APPROVED: .4. yuNTZEY
SCALE: / K = /L•e
E TE: fJG�, /� /y77
ALMER HUNT! EY, JR. & ASSOCIATES, INC.
SURVEYORS - ENGINEERS - PLANNER'S
• 125 PLEASANT STREET
NORTHAMPTON, MASS.
i J l4liVA0.40 &ZI ISHEET / OF /
os-osl D
Sk
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COMPUTATIONS:O.
/40/ AAf F Z /A/
DESIGN:
/ o 1 %9S-5WejV / V PTN,q MPrg! P A lkS 77-5 DRAFTING- E.
s CHECKED: 4 T•A/otiA'.lr'o..1
APPROVED: .4. yuNTZEY
SCALE: / K = /L•e
E TE: fJG�, /� /y77
ALMER HUNT! EY, JR. & ASSOCIATES, INC.
SURVEYORS - ENGINEERS - PLANNER'S
• 125 PLEASANT STREET
NORTHAMPTON, MASS.
i J l4liVA0.40 &ZI ISHEET / OF /
os-osl D