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KFFPINQ7 YOU ORGANIZED
No. 10334
?-153L
MADE IN USA
GET ORGANIZED AT SMEAD.COM
WA I N TOWN OF BARNSTABLE
LOCATION Q QL[� �osj rgj- SEWAGE# i
VILLAGE CO T U l\ ASSESSOR'S MAP&PARCEL 05:tfIf)'"- (;C{
INSTALLER'S NAME&PHONE NO. 00 r Co, jC,--y 1 - .11 q
I
SEPTIC TANK CAPACITY
LEACHING FACILITY: (type)& C7(d L C6A•{l6 L (size)
NO.OF BEDROOMS
OWNER U*,As R LL C-
PERMIT DATE: C� I COMPLIANCE DATE:
Separation Distance Between the:
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility A11A Feet
Private Water Supply Well and Leaching Facility(If any wells exist on
site or within 200 feet of leaching facility) N I Feet
Edge of Wetland and Leaching Facility(If any wetlands exist within
300 feet of leaching ffa_cili`ty)_ p Feet
FURNISHED BY
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lY1C=t N µpc , TOWN OF BARNSTABLE'`
LOCATION J QL� }P®s-i F4 SEWAGE# . — 4 0
VILLAGE �(�`f h l"C ASSESSOR'S MAP&PARCEL 0
INSTALLER'S NAME&PHONE NO. -"�T
SEPTIC TANK CAPACITY 9 5�
LEACHING FACILITY. (type)AN�i�q(�l Gt�Q���,,_ (size) Q a93 )1 Li ass
NO.OF BEDROOMS
OWNER A UE6
1A C�� � LL C_
PERMIT DATE: �, l a. l COMPLIANCE DATE:
Separation Distance Between the:
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet
Private Water Supply Well and Leaching Facility(If any wells exist on
site or within 200 feet of leaching facility) /V Feet
Edge of Wetland and Leaching Facility(If any wetlands exist within
300 feet of leaching facility)
fl .P -A Feet
FURNISHED BY ►�"VI � Q L��
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S� 110 Ve N T
MqI N kc)d(.ye TOWN OF BARNSTABLE
LOCATION 0 J CAL C� Po )J rCrk- SEWAGE# 1
VILLAGE co-T h c l ASSS,ESSOR'S MAP&PARCEL Q.5r tI )-"' ac f
INSTALLER'S NAME&PHONE NO. t-(iV`
SEPTIC TANK CAPACITY �CX�
LEACHING FACILITY.(type)a ('()0,21 (size) j j.E 3 )' j
NO.OF BEDROOMS
OWNER L<,-A R Cv A
PERMIT DATE: 1, �� l c1� I COMPLIANCE DATE:
Separation Distance Between the:
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility AIIA Feet
Private Water Supply Well and Leaching Facility(If any wells exist on I
site or within 200 feet of leaching facility) /u L ft Feet
Edge of Wetland and Leaching Facility(If any wetlands exist within
300 feet of leaching facility) A Feet
FURNISHED BY
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qq TOWN OAF` BARNSTABLE
LOCATION �Z Q 4� t u\ '`* SEWAGE#_ i090
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VILLAGE ASSESSOR'S MAP&PARCEL y/0 t 71-Co
INSTALLER'S NAME&PHONE NO.&)6r Co. �"'W'�t- i
SEPTIC TANK CAPACITY I f r
0 I a
LEACHING FACILITY.(type)C a/ C16-M 6size) as x
NO.OF BEDROOMS.
OWNER
PERMIT DATE: p� � �`j�� COMPLIANCE DATE: 3
Separation Distance Between the:
pf<;
Maximum Adjusted Groundwater Table to the Bottom;of Leaching Facility Feet
Private Water Supply Well.and Leaching Facility(If any wells exist on
site or within 200 feet of leaching facility) Feet
Edge of Wetland and Leaching Facility: f any wetlands exist within
300 feet of leaching facility) Feet
FURNISHED BY
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No. FeeIS�
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer. Yes
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS
Zipplitation for Disposal *pBtrm Construction Permit
Application for a Permit to Construct(,-�r—Repair( ) Upgrade( ) Abandon( ) �omplete System ❑Individual Components
Location Address or Lot No. �D (30 IMT (OK Owner's Name,Address,and Tel.No.
Assessor's Map/Parcel ( —ap
Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No.
r 508-�E37"U 'a a � J/ J
Type of Building: Kqw'%' -
Dwelling No.of Bedrooms Lot Size ']5�40 O sq.ft. Garbage Grinder(P f
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) rj SO 1-331' gpd Design flow provided 6O 4 gpd
Plan Date UCAo'Otr 2 6, 7a Z G Number of sheets Revision Date
Titles c B sn 17(O GPy�(dt K✓h4� S
Size of Septic Tank 15(1c% Ark' CO Type of S.A.S. Li-$UV 4A-4.- xy j_
Description of Soil 0-W Ar Cr4`i61,top"5km�) V 2" Sao 6 1h�, ' 1 Z<t 1 x Z'-
Nature of Repairs or Alterations(Answer when applicable)
Date last inspected:
Agreement:
The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in
accordance with the provisions of Title 5.of the'Environmental Code and not to place the system in operation until a Certificate of
Compliance has been issued by this Boar h.
Signed Date 1
Application Approved by Date
Application Disapproved by Date
for the following reasons
Permit No. �/ �C ij Date Issued
^ s .. •..'rjF,:,.i ..y, .,;.4.s,•...,r�4 :.r`�-."r ,,;•ec Rh . ,--ri�"'• r w _
i .:�„ y,�,. ^y,•i•,'h,re�,,,,.` 1 ,:,� .: �'��'��'wCc..�^M.�- .k.,.d,,:rr•, ,-.R�•t`,f'- _,,., •n„�_n,.4....,_1`. _
-
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;No.. tom' .: .. 4 Fee
THE"C'OMMONVeE-*&H OF MASSACHUSETTS `" Entered in computer:
Yes
PUBLIC HEALTH DIVISION - TOWN OFIBARNSTABLE, MASSACHUSETTS
0(ptJYitation for Disposal _6pstem Construction 3Prmit
Application for a Permit to Construct(-)^'Repair( );,Upgrade(,O) Abandon(+). 2�Complete System ❑Individual Components ~'
.iu. X
Location Address or Lot No: , Owners Name,Address.and Tel.No.
Assessor's Map/Parcel' � �'G4VR+l't( t t(,
Installer's Name,Address,and Tel.No. ` Designer's Name,Address,and Tel..No.
►�ww�
2`I 4�� V�tr ftu� 508-y 37-o 5
Type of Building:
Dwelling No.of Bedrooms Cj + Lot Size -7"5,4U Q; �- sq.ft. Garbage Grinder
Other Type of Building No:%of Persons Showers( ) Cafeteria( )
Other Fixtures f
Design Flow(min.required) 5 S� 'a 3 gpd Design flow provided gpd
Plan Date 00e10tr 7 O, 70 ZG Number of sheets "�_ Revision Date
Title (OPL:y r+'PI&X+M.k'1��
Size of Septic Tank 15()6 i SuU 'T e of S.A.S. q• 5UQ G%-L r�
YP r
Description of Soil {�} 11 'q 0.1b Ar(AyCts, ItAw(5kg) ` SOO
Nature of Repairs or Alterations(Answer when applicable)'
Date last inspected: !
Agreement:
The undersigned agrees to>ensure'the-construction and maintenance of the afore described on-site sewage disposal system in
accordance with the provisionsf Title 5 of the Ew ronmental Code and not to place the system in operation until a Certificate of
! �./
Compliance has been issued bylthis Board off�H
ti, r' r
Signed Date a /j
Application Approved by Date /O
k p
Application Disapproved by `~ Date
for the following reasons
t }
Permit No. < 008 / ~C q Q !Date Issued 9 i 6—
< ` - - --
\6,.0 3/�I�s '1 THE COMMONWEALTH OF MASSACHiTSETTS
Tyl BARNSTABLE,MASSACHUSET,TS 1 rm r r
C -&I� C> ko)_ ' �.3�� Certificate of Compliance
6 s
THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ,.)�' Rep
Abandoned aired(-.! f Upgraded( )
andoned( )by ,'f�""t
at '(n-7 OLD 1 4 ST (,W k f has been constructed in accordance , Y{
� ''ff >
with the provisions of Title 5 and the for Disposal System Construction Permit No 7/-'-0 i C dated Lq 1 '
Installer Designer
#bedrooms t �i Approved design flow,._^ n I i F '' __ gpd
The issuance of this permit shall not be construed as a guarantee that the system will-function asJdesigned.
Date ; 14 ! !/ ?Inspector ���( A
JJ_ __
No. Fee
�1
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS
-isposal &pstrm Construction termit
Permission is hereby granted to Construct(,1) Repair( ) Upgrade( ) Abandon( )
System located at V7( OLD i M 9 6 ) , (0—N(
and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with
Title 5 and the following local'pX visions or special conditions.
. .t
Provided:Construction must be comp eted within three years of the date of this permit.
Date / Approved by
Town of Barnstable
Regulatory Services
Richard V. Scali,Interim Director
MASEL Public Health Division
039. p,
Ma+ Thomas McKean,Director
200 Main Street,Hyannis,MA 02601
Office: 508-862-4644 Fax: 508-790-6304
Installer&Designer Certification Form
Date: 06/10/2022 Sewage Permit# 2021-040 Assessor's Map\Parcel 054/013-001
Designer: Sullivan Engineering&Consulting Installer: Robert B. Our
Address: 711 Main Street Address: 24 Great Western Road
Osterville 02655 Harwich, 02645
On 02/09/22 Robert B. Our was issued a permit to install a
(date) (installer)
septic system at 671 Old Post Road, Cotuit based on a design drawn by
(address)
Sullivan Engineering& Consulting dated 01/28/22
/ (designer)
I certify that the septic system referenced above was installed substantially according to
the design, which may include minor approved changes such as lateral relocation of the
distribution box and/or septic tank. Strip out (if required) was inspected and the soils
were found satisfactory.
** Main House-March 2022,
** Carriage House-May 2022
1 certify that the septic system referenced above was installed with major changes (i.e.
greater than 10' lateral relocation of the SAS or any vertical relocation of any component
of the septic system) but in accordance with State & Local Regulations. Plan revision or
certified as-built by designer to follow. Strip out(if required)was inspected and the soils
were found satisfactory.
I certify that the system referenced above was constructed ' with the terms
of the I\A approval letters(if applicable)
JOHN C
aoea C.
CML
%✓� NO, 48168 co
'(Installer's Signature) 4
90,0 S7E
MAlif ENG�Q
I
TD-egigner's Signature) (Affix Designer's Stamp Here)
PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE
OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS-
BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION.
THANK YOU.
Q:\Septic\Designer Certification Form Rev 8-14-13.doc
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FINISH:FREEDOM GRAY 1'3 MATERIAL:IPE DECKING OVER KEMPER ROOF
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• SIZE:4/5"X 5 1/2"WITH 1/16"SPACING
• FINISH:NATURAL/UNFINISHED
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• SIZE:1 X 6 T&G SQUARE EDGE WITH 1/8"REVEAL
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SIZE:CUSTOM SIZES AND PROFILES
• FINISH:PAINTED.COLOR TBD
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• SIZE:CUSTOM SIZES
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SEPTIC NOTES
1.Location of Utilities Shown on This Plan Are Approx.At Least 72 Hours
Prior to Any Excavation For This Project the Contractor Shall Make
the Required Notification to Dig safe(1-888-344-7233)and contact PERC TEST. 11,988
Sullivan Engineering&Consulting Inca(508-428-3344).
Finish Grade PERFORMED BY:DAVID FLAHERTY,R.S.
2.The Contractor is Required to Secure Appropriate Permits From Town SOIL EVALUATOR NO.2755
Agencies For Construction Defined by This Plana ���-• WITNESSED BY:DONNA DIDRANDl,R.S.-TOWN OF BARNSTABLE
3.Wherever Sewer Lines Must Cross Water Supply Lines Both Lines Shall 9" Min ..
Be Constructed of Class 150 Pressure Pi and Shall be Water Tested to Compacted Fill Filter OCTOBER 31,2007
1�
Assure Watertightness. In General,Water Lines Shall be Constructed in Fabric SITE PASSED
Coordination With COMM Water,and Shall be in Accordance And/Or
2" 1/8» - 1/2"
With gas cMlz 1.00 7.00&310 cltim 15.00. Pea Stone TEST HOLE- 1 EL.18.8 TEST HOLE-2 EL,16.9
4.A Minimum of 9"of Cover is Required for All Components. '
5.All Structures Burred Three Feet or More or Subject
3 4 - 1 1 2
- .I is a Engineers LEACHING Double Washed .:,....._FII,I
to Vehicular Tratirc to be H 20 Loading t the gin
.. .. .. ..
CHAMBER Stone 12" :.:..'........:.:.:...:.. :. 17,8
Recommendation that H-20 Always be Used .....
.... ..... AIAYER.10Y.R.312::..:...:. :.VERY.DARI�GRAYISHBROWN
6.Install Watertight Risers and Covers to Within 6"of Finished Grade .... . .. . .....` ...
» VERYDARK.GRAi'ISHBROWiV.:. LOAMY.SAND :
Over Septic Tank Inlet and Outlet,D-Box,and One Leaching Chamber. r" 4 - -10- �
..
eP 15". L.OAib1Y SAND......: 17.6 16"... 15.6
All covers are to be maximum 18"for concrete or 24"Cast Iron. I 12' 10" B LAYER 10YR 516 B LAYER 1OYR 5/6
7.Septic System to be Installed in Accordance With 310 CAM 15.00& ('
• YELLOWISHBROWN YELLOWISHBROWN
248 CAM 1.00-7.00 Latest Revision and the Town ofBamstable
41 LOAMY SAND 15.4 35' LOAMY SAND 14.0
Board ofHealth Regulations. CROSS SECTION OF CHAMBER
G LAYER 2.5Y 7/3 C LAYER 2.SY 7/3
8.All Piping to be Sch.40 PVC. PALE YELLOW PALE YELLOW
9.D-Box Shall Have a Minimum Inside Dimension of 12,and a Minimum M-FINE SAND M-FINE SAND
Sump of 6". NOT 1 O SCALE PERC TEST
10.The Separation Distance Between the Septic Tank Inlets and PERC RATE<2 MIN/IIV
Outlets Shall be No Less than the Liquid Depth.Inlet Tees Shall Extend TAR=0.74
. 144' (L ) 6.8 132 5.9
a Minimum of 10"Below the Flow Line.Outlet Tees Shall Extend 14" NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED
Below the Flow Line,and Shall be Equipped With a Gas Baffle.
DESIGN DATA
F.F. 1. 26.30
Single Family See Note 6 (typ-)
5Bedroom @ 110GPD F.G. EL. 25.50* - *Final Foundation Gradin To Be F.G. L. 25.50
No Garbage GrinderCoordinatedWith Landscape Plan
TEST HOLE-3 EL.265
Total Dail Flow=550 GPD A-LAYER l0YR 3I2 ..... :..
Use a I500 Gal Septic Tank Flow Equilizers VERY.D......GRAYISHBROWN....
EL. ,24.50 /� As Required g ...... SAIVDYLOAM 25.8
Installer To
LEACHING AREA Confirm Prior EL. 1500 Gallon
.. .......... ...... ......
550 GPD/0.74 TAR =743 SF R To Any Work Sep tic Tank EL. '23.25 Too EL. 23.50 •BROWNISITYELLI... . .....
(L ) �N H-20 22' ...LOA -SAND :........... 24.7
Sidewall=212.83'+42'2'=219SF (See Note 5) D-Box EL 22.83
( ) C LAYER 2.5Y 6/3
Bottom Area=(12.83'x 429=538 SF
Total Provided=757 SF(560 GPD) 22.50 H-20 g LIGHT YELLOWISH BROWN
Leaching
To Be Installed On Chamber 132 M--FINE SAND 15.5
��tabT0 ompac a Base 0 NOGROUNDWATBRENCOUIVTERED
LEACHING CHAMBER DESIGN » » ...........................
Bedding, T s, .................
All Pipes to be Schedule 40. Use Inspection tion Port, ReM4... :.:.&.:::f2epla
Pe P ................................... ;...
4-500 Gal.LeachingChambers in a & 8affels ........ ns r.te,Qle,;So ls.. thikr, ..a.:.r� ..... 00
as Per Title 5 Tf1: Quter Penme(er s1f..The Syvfrr}
12.83 x 42 Double Washed
Shown-
EL....:..:::.: ::::::. ..
Stone Field as S ,
Sto
' EL. 2.0
MAIN .HOUSE - -
No Groundwater'
Per-Test Hole 4
DEVELOPED PROFILE OF SYSTEM
T ALE
NOT O SC
-4
DESIGN DATA F.F. 1. 16.00 TEST HOLEEL.13.0
Famil See Note 6 (tyP,)
Single y
_ „ • .' 'F.G. EL 14.75 ,.: A.LAYER 1QYR 3/2.....•. ... �
3 Bedroom @ 110 GPD
-F.G. EL. 15.00 Final Foundation Grading To Be ,
oor ina a With Landscape Plan VERYDARI�GRAYISHBROWN.::
P
SANDYLOAM..
No Garbage Grinder 7, .:.:.. ..... 12.4
Total Daily Flow=330 GPD Flow E wl¢ers
B LAYER.IOYR.6/6......:,.•..
q
Use a 1500 Gal Septic Tank`, As Required BROWNISH YELLOW
-. .... .: 11.3
Installer To
Confirm Prior EL 1500 Gallon C LAYER 2.5Y 6/3
LEACHINGAREA EL. 11.50 Top EL. 11,75
To Any Work Septic Tank 1 H-20 LIGHT YELLOWISH BROWN
330 GPD/0.74(LIAR)=446 SF Required See Note 5 EL. 11.08 M-FINE SAND
Sidewall=2(12.83'+25)2'=151.3 SF ) D Box 132 2.0
Bottom Area=(12.83'x 259=320.7 SF 1 7 Leaching NO GROUNDWATER ENCOUNTERED
Total Provided=472.0 SF(349.3 GPD) To Be Installed On Chamber
Ufa a Compacted ase (See Note 5)
LEACHING CHAMBER DESIGN IrA A148,7Bedding, T s, :::.:-:.:::::::...:.
� q Inspection Port- ;a€.:EnCtiunterea:RerniiRe looe::
o ........... .......:..::::.. .:::..:..: v�
All Pipes to be Schedule 40. Use � ti ..........:.�:.:::.:::::.::....: ...
0 ,j C. G &'Baffels Alf;;Ur1.5Uititile:;So�ls;:;iVrth ; .•::Gif.:..:
2-500Gal.LeachingChambersina as Per Title 5 Th ..Qutf.. 'ertr+?.eter of.Th ...5ysfem:
12.83 x 25 Double WashedCn
_,
Stone Field as Shown. ! a8168
CARRIAGE HOUSE
EL.No ro
No Groundwater
Per Test Hole 4
FSSIo A,�a,� DEVELOPED PROFILE OF SYSTEM
NOT TO SCALE
Update Septic Details 011281202 -
REV.: Additional Mitigation At Beach Stairs 11112120201PREPARED BY. PREPARED FOR: NOTES:
TI TLE : ED
Site Plan
• 1 The structures shown were located on the round b conventional co
Se tiec Details Engineering & ) g y
survey method or RTK GPS on 10/18/2019. m
AAR LEGACY LLC
2) The property line information shown hereon was compiled from -i
At Consulting, Inc. y g
available record information. Road !a out is 33' wide, no road takin�+ ./ por widening of the road is on record.
V T 1 Old Post Rd. •711 Main Street Osterville MA 02655
(508)428-3344 P.O. Box 659 N
Bamstable
3) The datum used is NAVD 1988 based on RTK GPS Bench Mark
COtut) Massm secs@sullivanengin.com•www.sullivanongin.com O
supplied by Sullivan Engineering & Consulting, Inc, _T
Draft: ASL Field CTR/JOD ,1�V�
DATE.• SCALE: Review: CTR Comp./Review: CTR/JOD
October 20, 2020
Project: Reilly / Kaufman Project#• 39027 -
T 1
� '
i
ASSESSORS REF. :
-
Map 054 Parcel 013-001 :
OVERLAY DISTRICT:
AP — Aquifer Protection District
�r
E
FLOOD ZONE:
Zone AE Elev. 14,
AE Elev. 13, X (0.2% Chance)
& X (Min Flood Hazard)Community Panel No, LOCATION MAP:
#250001CO543 0018 D
July 16, 2014 Scale: 1 2000'f
DIRECTIONS: ZONE.
From Hyannis - Follow Main Street to the West RF
End Rotary, Take second exit onto West Main Area (min.) 43,560
Street. Turn left at the light onto Rt. 28. Turn Frontage (min) 150'
left onto Old Post Road. Setbacks:
#671 ,is on the left. Front 30'
Side' 15'
Rear 15'
!
REFERENCES:
Deed Deed Bk. 2966 Pg. 144
Plan: Plan Bk. 46 Pg. 41
Plan Bk. - 40 Pg. 99
BUFFER ZONE CALCULATIONS
0 50' Buffer:
Porch Addition 15 SF
50-100' Buffer: -
Remove Drive = -1,300 SF
West 'Win = +580 SF
Porch =g+205 SF
East Wing = +190 SF 17`
Pool & Patio = +1,230 SF'
Art Shed .= +240 SF
TOTAL 1,145 SF —
MITIGATION REQUIRED:
15 SF X 4 + 1,145 SF x 3 3,495 SF -- \
MITIGATION PROVIDED: cb/dfLU
3,759 SF -
t
i
Sumnd'r5&-••C�roQk�(au.fman
flo a I Catch
\ \ \ \\ 28..._ N15 19 �- } Basin !
3810 28 t I Flood Hoz.)
FEM
public 1 �' , '' /� ' ` 1 �s'.. I x (Min. p Zone
S 4I page i ��, 00eot►ve 71116/Chance)
55
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Patricia A. Patterson 100' I / /0�►pE DRRUNOFF I ::: .:: / MI BGAT OFFER j /tv !
50'!Bu ffe PR F / B LION .:::y' ::�.::"; �<v/
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OR ::. . : ...�.f. ... ':::'..::..: Lu. / r � Beach -- — E3
EA :. ::':`.r n f ✓ \ / n e-.? -9 i SZSirs -' House �. fnd
p15 TREE ::./: ::::... Bo / 0.2y ' Y --
D E 0 r'... .;•:. o fla /" / eve 7
TO E R TOTAL f
•.:
T b dsk / _ ___. - '�,47" �� _ --- Deck o cb/dh
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/ � .- ..-- �.%�'--�=- ✓ 130013
✓- �1 yA. ' j .�. ✓ i i ✓ ! �" � •/ / GrQss r:. -.. - _ a\.� !r L N iJ'- .
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irn
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MA -Zone -
AE Beach ,t139Y
to
cco
he 1 _"
er' /
LEGEND. Tim
I
0
CDT Cedar Tree ` \ ' / J ✓ f EBB FLOOD
I I HT Holly Tree P
DT Deciduous Tree
ICI
CT Coniferous Tree
�� SN�F MgSs9
Utility Pole �o H C.
a
—E— ElectricA
:
—G— Gas IVIL
o.48168
G Wetland Flag o O 4
Light Post 90,E �JSTE��
F
S 6
S C�
J
NA!_
E
ElCB D H
0
OHW— Overhead Wires
1, 25 Elevation. Contour
h
I Update Sep tic Details 0112812021
REV.: Additional Mitigation At Beach Stairs 1111212020
PREPARED BY. PREPARED FOR:
NOTES.
T/TLE' Site Plan
l conventional
I I 1 The structures shown were located on the ground by
Proposed Improvements . Engineering
survey method or RTK GPS on 1011812019. _
p p
• AAR LEGACY LLCr1l
/�} 2) The property line information shown hereon was compiled from I
CUI1SUIt111g, Inc. available record information. Road layout is 33' wide, no road taking
or widening of the road is on record.
671 Old Post Rd.
• 508 -3344•P.O: Box 659.711 Main Street, Osterville, MA 02655
I'
( )428 3) .The datum used is NAVD 1988 based on RTK GPS Bench Mark
S@Ci@SUI11Van@ngln.COm•WWW.8UIIIVanengin.COm �
amstable (cotuit� Mass. supplied by Sullivon.Engineering & Consulting, Inc.
BG� 6 1V 20 0 10 20 40 80 Draft: ASL Field: CTR/JOD
PC
I I .
C om . R
eview: C TR/J OD
DATE. SCALE: Review:
October 20 220 20 Project: Reilly Kaufman ProJect# 39027
I' ICI •
I I