HomeMy WebLinkAboutRevised Plan SE3-5806 080124 f-I UEngineering &
e Consulting, Inc.
(508)428.3344 • P.O. Box 659 • 711 Main Street, Osterville, MA 02655
seci@suilivanengin.com • www.sullivanengin.com
July 31, 2024
Conservation Commission
Town of Barnstable
367 Main Street
Hyannis, MA 02601
RE: SF3-5806
Barbara C.Doherty
S00 ShootflyiningLUNRoad, Centerville
Dear Commissioners,
Please find attached a lhighlighted revised plan, pliotos of the site, Form R and
associated fee for the above referenced project.The revision is seeking to lengtlien the
approved pier by a total of approximately 6'.
The additional pier section has been purchased and was installed last season. The
applicant was advised that the extra section was not part of the approval and has not been
deployed this season.
Steps from the 8'x 8' platform down to die pier have been replaced with an
additional 8' ramping pier section, and die 12' pier sections more closely measure 12.4'.
The pier, as originally approved, provided approximately 3.5' of water at die stern
of a boat and approximately 2.5' at die bow of the boat- based on the controlled lake high
elevation. Through the last 2 seasons we have found that die lake can lower approximately
2' through die season, leaving only 6" of under the bow.
The additional pier length provides approximately 6" of additional water depth,
which provides some level of safety under the bow along this rocky shoreline. In addition,
die revised plan shows a landing off die bottom of die steps provided year round access to
the shoreline, including for the seasonal installation and removal of die pier.
The platform is elevated 3'-4', so that when die seasonal pier is removed there is no
access to the shoreline.
I trust thhis meets your needs.
Regards, -
Jon �)Y'Dea,' P.E.
Sullivan Engineering& Consulting, Inc.
Town of Barnstable
otm Conservation Commission Form R
:, , i; 230 South Street
;� ` Hyannis Massachusetts 02601
Office: 508-862-4093 E-mail: conservationr.town.bamstable.ma.us
Revised Plan Rea nest
SE3- OOC expiration date: �,� I�''� Applicant Name: f 7(A(ou,r?)— C, D6
Project Location `W S Y k kXh�l VL 4N k� LA . Map: `� Parcel: (�
L Why is a revised plan being submitted? Tb lrii Llin +k- _ rtfV nN;tc�, p i 6 k_
of \z,•l ��
2. Is the revision proposed or as-built? PA-Put
3. If a revised site plan is being submitted, what is its revision date?
4. Does the revised site plan have an original stamp, signature, and initials in the revision block?
5. Submit previously approved plan copies along with the proposed revised plan or a revised plan with
color markup indicating requested revisions.)
6. What parts of project are completed?
7. What parts of project are not completed?
,^
Y� 0Y\(�
8. Are completed parts of project in compliance with the approved plan and Order of Conditions?
9. Have special conditions been met to date (e.g., Forms A &B,photographs of undisturbed buffer,
certified foundation plan)?
10. Are sediment controls in good working condition?
Representative's Signature Date
Submission deadline is
Mondm NOON the week before
the next 3:00 p.m.hearing
Please submit: Cover letter,this form,the previously approved plan copy along with two(2)proposed revised plans
with colored stamp and original signature or two(2)original revised plans with color markup indicating
requested revisions with colored stamp and original signature,and 8 collated sets(there should be 9 uackets total).
Enclose a $50 check made payable to the Town of Barnstable. If this revision includes activities not part of the original
application,please add the appropriate activity fee.
Q\Conserv\DEPFORMS\Form R.doc Updated 0 910 1/2 02 2 Page 1 of I
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,fir •"r71Y t ',r-�,; -'i. i r� -NOV � -
DIRECTIONS: ASSESSORS REF.: 3
From Hyannis: Take Hearses Way Mop 213. Parcel 013
to Rt 132. Turn left onto Rtaemt
732 and at the light turn left +2 - { "r smn p� rr
onto Shootflying Hill Road tt€;�'-,�4x'J.�p•. Locos ~ t
p soo i6 an the left OVERLAY DISTRICT: i° '''
AP- Aquifer Protection District 'gyp• Pi
� �'•, -
0d1 i % k B/ludo o=p'Y 4• :'i}. k �' e4- r•
FLOOD ZONE:
ye / Zones X(0.2Z Annual Chance) I- w
&X(Min Flood Hazard) '.:�'• .y
f Community Panel No.
N250001 0018 0
p July 76, 2014 LOCATION MAP:
J� ,kb•� � Scale: i"= 2000't
/ 1
f/495 f �0' To.
a�nxepa7e
Approx. Loc r ! ZONE:
Per GIS
f ~ )p"+yryyl Area(min.)87,120 SF(RPOO)
Frontage(min)20'
f N, y R`y' g°4 Width (min)725'
�" 1�. n W Setbacks:
Fron 130'
Lots 4A & 5 \ $ Side 10'
\ \ yfQ Reor 10'
\ r r
\ X\ ,
\
\ REFERENCES:
Deed: 3599/184
Plan: Book 713 Pg. 9 F1
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rid
P.
8 eCoor A ww /
Shx t F do FI
Q� � C, \ % / •re{'S00 00 Shoot/ly,nq Hill Rovd
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LEGEND: // Lake Wequaquet
CDT Lem,bee ♦A\\ µ /
{ HT hf+ly Tree C
e 0
OT ii', us Tree +1 6+ 22
CT Cona.rovx bee
I-o-,Utility Pole
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Wetland Flog ^
Light%sl
O LB/DH V7 r
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El-fl-C.M., G oo �5 v• o°a
-24- J
OVERALL PLAN VIEW
Scale: _ - ,\�\ • ,
Ate' •;1 Romp",
0 Eaislinq 41h
5r a°i P•,' Proposed Access ry
/Slpkx /
f•':.r Proposed Sl re
@/0
/Lvndings
�oW
Propvsed'Accaxs •30 9 •Z9]
311 Bog7d_"
e�tl
F � xJZ.i Slor6ge Arep
1 •30,6
=29.1
/ f P tl Access Slolesol "JO.Z •296
/ V•310
"306 "30.3 n�v •28.8
•30J
/ •29.6
•30J
e
f 3D. -29.8 7W
•31.0
C •30.7 29.9..296 "28.:28.5
28.0 O
•283
•30.J
•31.0 •28.8 •27.6 Erisling Mowmg
+19.11 •28,2 •2].7 Approx.Loc.
•28 7 •21.1
•30.7
"29.3 x 26.2
"30.1 "27.5
•28.8 +27.9 PROPOSED PIER
E,;,tng Sf,lele DETAIL PLAN VIEW
•29.8
Scale: 7"= 10'
•z77
L-Org •28.8
30 Z8.1
Remo?
Ramp t Slwrs
J.0'-1.�_ 110'
•28.6
Ipp 18.0
'1 L°nd;nq l�3r&14,
�i Proposed P,er
- � Lrngth Orcrve ' r',f s
a,,' 12.4' 12.4' _ I._ I2.1'
D Cam, y P�ro�ooeeeEEEsetl444eeecccP,r rF Typ.Pi.r Section
II
4� lr/o^
Proposed Pier
PROPOSED PIER
Prvpopaetl Slwa9e ttt
SECTION VIEW 6epl = '
B.a•
��.
Scale: 1"= 5' Erisunq Crp e "
_ Len..the,Pier 6'&Add Landin to 5hore1 0 712912 02 4)
REV,: Overall Pier Len th from 37.5'to 36.0' 103124120221
TITLE: Site Plan PREPARED BY., PREPARED FOR: NOTES:
Proposed Improvements Engineering Barbaro C. Doherty 1) The property line information shown Was compiled from =
En ineerin & y ..liable record information.
495 Shootflying Hill Rood 2) The topographic informalion Was obtained from an on
At Sullivan Consulting,Inc. Centerville MA 02632 the ground survey performed on June 22,2020.
500 Shootflying Hill Road 3) The datum used is NAW 88
�1 (608)428.3344•P.O.Box 669.711 Main Straat,Ostarvilla,MA 02SSS 4) This plan is fw permitting only and not to be used V
Bart IStable (Cl?T temite) Mass. seeiOsullivmnsngin.wm•www.sullivanengin.com for legal lot description or recording purposes. p
_ 20-1),,10 .n 0 10 20 10 a0
Draft CTR Field: WHK .:TR 10 s-irl Plpn D B 10 20 10 �y
/ 5-Section YewO 2.5 5 10 9g
DATE July 13, 2020 SCALE- AS Noted Review: CTR Comp./Rev7ew' CTR/JOD Lrt-r+-rl•- i�
Project: Doherty Projecfj.. 4000015 ���