HomeMy WebLinkAbout0979 SEA VIEW AVENUE - Health (2) a 9 v �'
No. w Fee t _�
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE,`MASSACHUSETTS s
fttlfltation for Misposal ,*pstpm Coiietruttiot�t Permit
Application for a Permit to Construct(,�'Repair( ) Upgrade( ) Abandon( ) 216omplete SY m ❑Individual Components
Location Address or Lot No.qIq 5't'?}I/lad R �IV6__
j Owner's Name,Address,and Tel.No.'T M*r � -T�/ r S
Assessor's Map/Parcel O 006 .,/ 4 S *D YB &Snj AM 6g
Installer's Name,Address,and Tel.No. $b8- 937_.o5-30 Designer's Name,Address,and Tel.No.fd;IJ ft. Jeft y PE
24 l AV" We5! ne � #*e4jl�, Mk o t-45' C*ST�'L L4(,1,4Z6L►4&.co. RFD cs,�,Jv ll+�y
Type of Building: G /Q�✓ Li j
Dwelling No.of Bedrooms S G M414 YioL.#-AW)jjLot Size 83, FZ 9 sq.ft. Garbage Grinder A
Other. Type of Building +t.� /No.of Persons Showers( ) Cafeteria
Other Fixtures
Design Flow(min.required) 0100 gpd Design flow provided gpd
Plan Date 11IT I ZI Number of sheets 2- Revision Date
Title 810POSeD 5E"W c D 13 f o.-W SAS r- bgr*rif 0*4 yoase,64444.E V Poo` !744 t 4r
Size of Septic Tank !1,-TOO Type of S.A.S. Gl�/i-rnl�El2s
Description of Soil JOArOAM SANS; F1,4er l r►'lo1D 5*40
Nature of Repairs or Alterations(Answer when applicable) 14
Date last inspected:
Agreement:
The undersigned agrees to ensure the constructio and maintenance of the afore described on-site sewage disposal system in
accordance with the provisions of Title 5 of the Enviro ental Code and not to place the system in operation until a Certificate of
Compliance has been issued by this Board o ealt .
Signed 11 e .ee Date
Application Approved by L Date
Application Disapproved by Date
for the following reasons
Permit No, c31 s ( ` :;� Q� Date Issued
_a
.�,. .. .,�f !.iEa- kar, s•n} .: .�;;-;;�! 1 ' qp 1_' 1 C Y. ''� T q � .� ,-.,�
INo, Gil L.i G / Fee 1 �✓t
THE COMMONWEALTH QF MASSACHUSETTS Entered in computer: Ws
/s
PUBLIC HEALTH.DIVISION TOWkN OF BARNSTABLE, MASSACHUSETTS
.a
application for MIB; DBaY �p$tPtn Construction Permit
Application for a Permit to Construct(v) Repair A-Upgade( ) Abandon( ) ®Complete System ❑Individual Components
Location Address or Lot No.6J19 5*e ft1FW f$' Owner's Name,Address,and Tel.No.'T t
Assessor's Map/Parcel Q�p t t?O® q�„J GSr- Gpur Sru.j- 5r�r'tt,a5. 400 Ofr4*4'hC..4YP, ZOSre-�MA AZq(,r
Installer's Name,Address,and Tel.No. 506- 93Z-o 5 3 0 Designer's Name,Address,and Tel.No. SEA, n►• �!t y �'�
?A (,4A-r W E°Srey2�l P-0 COAST"4-1, �,J�r lcE�ialG Cv. ZGfj cg*Jf3ek4 j ff'a/./
Type of Building:
F Dwelling No.of Bedrooms 8.:(& M���� 1'sat.N-asoel)Lot Size 83, (-Z`� sq.ft. Garbage Grinder( 4
Other Type of Building xFt,G�6[F>No.of Persons Showers( ) Cafeteria 01114.
Other Fixtures
Design Flow(min.required) +� gpd Design flow provided elf gpd
Plan Date 91 f3 l Zl Number of sheets Revision Date
Title rf4('OSEO 56--JAG-r: 1D 15PO. Ek SyS rc ^ a- AST A�f S H1� ,_1 �u1�• GAt2gL.F�r Poa� I-crate"
,
' Size of Septic Tank q,SO0 Type of S.A.S. C#4 A-^60W
Description of Soil /.,(3&vy,, e,'�/4NO F! in' rman Ste, eo
Nature of Repairs or Alterations(Answer when applicable) A11.4I
Date last inspected:
t 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 Enviroonm_ ental Code and not to place the system in operation until a Certificate of
Compliance has been issued by this Board of�ealltth�
Signed ! .� ( , Date
Application Approved by L/ Date y � f
_ ` _,. , s
Application Disapproved by Date
for the following reasons
y Permit No. Q�".Date Issued
_______________________________ ____ _.-_ --_--.--_ -----._.---.-.---.--.-.-.-.-.-- ..
THE COMMONWEALTH OF MASSACHUSETTS'
BARNSTABLE,MASSACHUSETTS I
' Certificate of Compliance
N THIS IS TO CERTIFY that the On-site Sewage Disposal system Constructed( ) _ Repaired(. Upgraded( )
Abandoned(
)by F—O E V( ! QtA P_ Cd, hJ6-
at q"7q d5enAyi rw Ave- has been constructed in accordance �y
with the provisions of Title 5 and the for Disposal System Construction Permit No _ Va(_A*&:?dated
Installer �+
PC?(�:1=�'_T +�.�'�, QtlA,Q. Cc). 1 nJt Designer �'C1AST,�t_ €�/frr�Ft„?1E'•InlCs
#bedrooms Approved design flow gpd
The issuance o this permit shall not be construed as a guarantee that the system�' LLon as desi 'ed.Q
Date 0 /Z 1 1-t Inspector C,/� O- 1�.,
- --------------- - ------------ --------------
No. "' I' Fee
C
(( THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS
Zisposal 6pstem Construction Permit
Permission is hereby granted to Construct(W< Repair( ) Upgrade( ) Abandon( )
System located at 7 ,5 E Ai 11'!~1 .
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 provisions or special conditions.
Provided:Construction must be completed within three years of the date of this permit. ,
Date 9l Approved by r,/}YDfr't t/,
C
TOWN OF BARNSTABLE
LOCATION 99? SEWAGE#
VILLAGE aA/,,/)/k ASSESSOR'S MAP&PARCEL
INSTALLER'S NAME&PHONE NO. Swe V,?d—
SEPTIC TANK CAPACITY RJ D
LEACHING FACILITY:(type) �(ze) /0111/4)
NO.OF BEDROOMS 6
OWNER 7-B -!
PERMIT DATE: �i �, t 1� COMPLIANCE DATE:
Separation Distance Between he:
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility 50, Feet
Private Water Supply Well and Leaching Facility(If any wells exist on
site or within 200 feet of leaching facility) 4 Feet
Edge of Wetland and Leaching Facility(If any wetlands exist within
300 feet of leaching facility) 4 A Feet
FURNISHED BY cz-U4 6
803117
ol of
r�
s
COASTAL
engineering ca.
May 25, 2022 C19442.00
Board of Health
Attn: Thomas McKean, Health Director
200 Main Street
Hyannis, MA 02601
Re: D5CP COC—Statement of Compliance
TMT Realty Trust
979 Sea View Ave
Osterville, MA
Map: 090, Parcel: 008
Permit#2021-293
Dear Mr. McKean and Board Members:
Coastal Engineering inspected the sewage disposal system installation at the above referenced property prior
to being backfilled. Our inspection found the system to be installed in substantial compliance with the approved
plan, dated 7/15/2021, with respect to overall dimensions and elevations.
Please note that at the time of our inspections final grading had not yet been completed. The installer must
grade properly to have a maximum of three feet of cover over the sewage disposal system.
if you have any questions, please do not hesitate to contact me directly at(508) 255-.6511 extension x485.
Very truly yours,
COASTAL ENGINEERING CO., ,INC.
QX
Sean M. Riley, P.E.
SMR/cad
Enclosures
cc: TMT Realty Trust
KVC Builders
Robert B. Our Co.
Sean M. Riley, Project Manager
Orleans I Sandwich I Nantucket s e 0 nl= ,
i�
Town of Barnstable
Inspectional Services
Public Health Division
HAtiN9TMIZ
MASS Thomas McKean, Director
AT�p �a 200 Main Street,Hyannis,MA 02601
Office: 508-8624644 Fax: 508-790-6304
Installer& Designer Certification Form
Date: 5-23-2022 Sewage Permit# 2021-293 Assessor's Map\Parcel 090-008
Sean M. Riley, P.E.
Designer: Coastal Engineering Co.,Inc. Installer: Robert B. Our Co.
Address: 260 Cranberry Highway Address: 24 Great Western Road
Orleans, MA 02653 Harwich,MA 02645
On 8/5/2021 Robert B. Our was issued a permit to install a
(date) (installer)
septic system at 975 Sea View Avenue,Osterville based on a design drawn by
(address)
Sean M. Riley, P.E.
Coastal Engineering Co., Inc. dated 7/15/2021
(designer)
X 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.
I 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 i A ce with the to rms of
the AA approval letters (if a plicable) t"0F'�gSs9�ti
SEAN M. Ls
RILEY
' CIVIL CA
(Installers Signature)) No. 46715 �
�0'c�FGISTE¢�0���
ASS/ONAL LNG tL�
(Designer's Signature) (Affix Designer's Stamp H e)
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.
WoMdeptslHEAURSEWER connect\SEPTIMesigner Certification Form Rev&14-13.DO6
ESTIMATED HIGH GROUNDWATER
DEEP OBSERVATION HOLE LOGS PT# 20-218 CALCULATION (USGS/CCC METHOD} POWER, CONTROLS AND ALARMS: BUOYANCY CALCULATIONS
DATE OF TESTS: OCTOBER 22, 2020 INDEX WELL#: MIW 29 ZONE: A 1. A TIME RUN METER FOR THE EFFLUENT PUMP SHALL BE INSTALLED AND HARD-WIRED 4,500 GAL. TANK L
PERCOLATION RATE : OBSERVATION HOLE#2 PERCOLATION RATE <2MIN./INCH
INTO THE MAIN ELECTRIC PANEL
DATE OF 10/14/2020 DEPTH OF 9.81 2. CONTRACTOR SHALL PROVIDE ALL REQUIRED ELECTRICAL ASSUMPTIONS: 1
WITNESSED BY : JOHN G. SCHNA{BLE, CEC READING: GROUNDWATER: Q C EQUIPMENT, CONDUIT, AND TANK IS EMPTY �� COASTAL
WIRING FOR A COMPLETE AND OPERATIONAL SYSTEM IN ACCORDANCE WITH THE TANK DIMENSIONS= 171 X TW 85D I �� engineering Co.
DON DESMARAIS, BOH GROUND WATER ELEVATION ADJUSTMENT: 2.70 NATIONAL ELECTRIC CODE. POWER AND ALARM WIRING SHALL BE PLACED IN CONDUIT WEST BAY
GROUNDWATER ENCOUNTERED TANK WEIGHT=49,500 LB (PER SHOREY PRECAST STPC740)
AND RUN UNDERGROUND TO ALL EQUIPMENT. ALL MANUFACTURER SUPPLIED CONTROL \ 260 Cranberry Hwy.Orleans,MA 02653
ACTUAL GROUNDWATER LEVEL @ SITE EL. = -0.30 WEIGHT OF RISERS AND COVERS NOT INCLUDED
AND ALARM PANELS SHALL BE PEDESTAL MOUNTED AS INDICATED ON PROPOSED SITE 508.255.6511 P 508.255.6700 F
DEEP OBSERVATION HOLE 1 EL. - 8.9± ESTIMATED (MAX.) HIGH GROUNDWATER LEVEL EL. = 2.40 PLAN. ALL WORK SHALL BE PERFORMED BY LICENSED ELECTRICIANS. BUOYANCY FORCE ON EMPTY TANK: (ASSUMING 100 YR FLOOD EL. 15) /
OIL SOIL SOIL COLOR SOIL DISPLACED WATER VOLUME= 17 L X 7 W X 8.5 D
\ /
DEPTH FROM S }
OTHER NOTES. = i
m
TEXTURE MUNSELL MOTTLING VOLUME- 1011.5 C.F. vE
SURFACE HORIZON (MUNSELL) l SEgV1EW A /
BUOYANT FORCE UP= 1011.5 C.F. X 64 LB/CF=64,736 LB I
1. GARBAGE GRINDERS ARE NOT ALLOWED WITH THIS DESIGN. DOSING PUMP SPECIFICATIONS:
ASPHALT i
0 -3 FILL 12. ALL WATER FIXTURES TO BE WATER TESTED BY CONTRACTOR TO VERIFY ALL SEWER EXIT
PRIOR TO INSTALLATION OF ANY SYSTEM COMPONENTS. DOWNWARD FORCES: NANTUCKET SOUND
LOCATIONS 1. PUMP TO BE SRM4, SINGLE PHASE SUBMERSIBLE PUMPS OR ENGINEERED APPROVED
TANK WEIGHT-49,500 LB
LOAMY SAND 7.5 YR 4/4 I THAT COMPONENTS OF THE SEWAGEU Focus
3 -36 B 3. THE INSTALLER IS RESPONSIBLE FOR ASSURING CO O
EQUAL. OTHER ACCEPTABLE MANUFACTURERS INCLUDE HOMA PUMP TECHNOLOGY &
FINE-MED. GROUND WATER
DISPOSAL SYSTEM ARE DESIGNED WITH SUFFICIENT STRENGTH TO SUSTAIN ALL LOADS FLYGT PUMPS). CONTROLS ARE TO BE FOR A DUPLEX ALTERNATING PUMP SYSTEM. SOILS ON TOP OF TANK:
10 YR 5/6 NONE LOOSE F THE Y TEM BJE T TO VEHIC LAR -
NY MP NENT O S S SU C U
36 - 126 C TO BE IMPOSED ON THEM. A CO O PUMPS TO BE RUN AT 60 GPM WITH 11 TWH. PROPOSED DOSE- 195 GALLONS. OSTERVILLE, MA
SAND ENCOUNTERED AT TRAFFIC SHALL COMPLY WITH A MINIMUM STANDARD OF A.A.S.H.T.O. H-20 WHEEL LOADS. 2. THE FORCE MAINS SHALL BE 2" DIA. SCHEDULE 40 PVC PRESSURE PIPE. FORCEMAINS TOTAL SURFACE AREA OF -(2)24" DIA. COVER/RISERS = 113 S.F.
A DEPTH OF 112° 4. PRIOR TO SETTING ANY SEWAGE DISPOSAL SYSTEM COMPONENT, INSTALLER SHALL SHALL HAVE A MIN. OF 3' OF COVER. 1.5 C.F. POURED CONCRETE THRUST BLOCKS ARE TO KEY MAP
VERIFY EXISTING CONDITIONS, INCLUDING ELEVATIONS OF EXIT INVERTS, AND REPORT BE PROVIDED AT ALL FORCE MAIN ANGLE POINTS. PRECAST CONCRETE BLOCKS SHALL COVER SATURATED SOILS=3 (AVG.)X 113 S.F. X 80 LB/CF=27,120 LB
DEEP OBSERVATION HOLE 2 EL. = 9.1± ANY DISCREPANCIES TO THE DESIGN ENGINEER. THE INSTALLER SHALL COORDINATE NOT BE USED IN PLACE OF POURED CONCRETE THRUST BLOCKS. FORCE MAIN SHALL NO SCALE
DEPT
H FROM SOIL SOIL SOIL COLOR SOIL WITH THE PLUMBING SUBCONTRACTOR TO VERIFY THE COMPATIBILITY OF THE PROPOSED DRAIN BACK TO LIFT STATION A MIN. SLOPE= 0.5% TOTAL DOWNWARD FORCE=49,500+ 27,120= 76,620 LB
SURFACE HORIZON TEXTURE (MUNSELL) MOTTLING OTHER BUILDING SEWER EXIT ELEVATION WITH THE BUILDING'S EXISTING PLUMBING PRIOR TO
CONSTRUCTION. ANY CONFLICTS SHALL BE REPORTED TO THE DESIGN ENGINEER. NET DOWNWARD FORCE= 76,620-64,736= 11;884 LB
cQ REFERENCE:
0"-3" FILL ASPHALT 5. ALL GRAVITY SEWER PIPE SHALL BE 4" DIA. SCH 40 PVC UNLESS OTHERWISE NOTED. THE 2,500 GAL. TANK
MINIMUM SLOPE OF 4" DIA. SCH 40 PVC SHALL BE 0.01 FT/FT: GENERAL PUMP SPECIFICATIONS: ASSUMPTIONS: ASSESSORS MAP 090, PARCEL 008 Z
3"-36" B LOAMY SAND 7.5 YR 4/4 PERC AT 56" 6. NO PART OF THIS DESIGN SHALL BE ALTERED WITHOUT PRIOR APPROVAL FROM THE g
DESIGN ENGINEER AND THE AGENT OF THE LOCAL BOARD OF HEALTH. ALL REQUESTS TANK IS EMPTY >
CTF. #198026 >
FINE-MED. GROUND WATER 1. FORCE MAIN SHALL BE SLOPED CONTINUOUSLY UPWARD TO THE DISTRIBUTION BOX AT A TANK DIMENSIONS= 111 X 6'W 8.58'D w
FOR CHANGES SHALL BE MADE IN WRITING PRIOR TO CONSTRUCTION. m
36"- 126" C 10 YR 5/6 NONE LOOSE MINIMUM SLOPE OF 0.5%WITH A MINIMUM OF 3.0 FEET OF COVER SOILS. TANK WEIGHT=29,500 LB PER SHOREY PRECAST STPC740 L.C. PLAN 10939-D, LOT 7
SAND ENCOUNTERED AT 7_ THE USE OF ALTERNATE MANUFACTURERS FOR SYSTEM COMPONENTS SHALL NOT BE ( ) L.C. PLAN 10939-A
A DEPTH OF 110" •' APPROVED IF THE USE OF THEIR EQUIPMENT REQUIRES CHANGES IN DESIGN. 2. A SEPARATE CIRCUIT HIGH WATER ALARM SHALL BE INSTALLED WITH THE PUMP WEIGHT OF RISERS AND COVERS NOT INCLUDED L.C. PLAN 10939-E
q,,C 8 THE INSTALLER SHALL ASCERTAIN THE LOCATION OF EXISTING UNDERGROUND UTILITIES CONTROLS. L.C. PLAN 2664-101 r
DEEP OBSERVATION HOLE 3 EL. =8.7± PRIOR TO EXCAVATION, AND SHALL PROTECT UTILITIES WITHIN THE WORK AREA DURING 3. EACH PUMP SHALL'BE ON A SEPARATE CIRCUIT. BUOYANCY FORCE ON EMPTY TANK: (ASSUMING 100 YR FLOOD EL. 15)
CONSTRUCTION. 4. A RAIL PUMP LIFT OUT SYSTEM SHALL BE INSTALLED FOR EACH PUMP. DISPLACED WATER VOLUME= 111 X 6'W X 8.58'D
DEPTH FROM SOIL SOIL SOIL COLOR SOIL OTHER 9. ALL SYSTEM COMPONENTS SHALL BE MARKED WITH MAGNETIC MARKING TAPE OR A 5. ALL PUMP INSTALLATION HARDWARE, INCLUDING RAILS, SHALL BE STAINLESS STEEL. VOLUME=566.28 C.F. FLOOD ZONE.
SURFACE HORIZON TEXTURE (MUNSELL) MOTTLING 6. AN ELECTRICAL PERMIT WILL BE REQUIRED FOR PUMP INSTALLATION. BUOYANT FORCE UP= 566.28 C.F. X 64 LB/CF= 36,241 LB
COMPARABLE MEANS IN ORDER TO LOCATE THEM ONCE BURIED. 7. STAINLESS STEEL FLOAT BRACKET SHALL BE MOUNTED ON THE RISER SO THAT FLOATS FLOOD ZONE VE (EL 15), ZONE VE (EL 14)AND
0"-24" FILL ORGANIC MAT. MAY BE ADJUSTED WITHOUT ENTERING PUMP CHAMBER. DOWNWARD FORCES: ZONE AE(EL 12) SHOWN ON THIS DRAWING
&SAND IF APPLICABLE:
8. PUMP INSTALLER TO VERIFY SITE POWER REQUIREMENTS PRIOR TO ORDERING PUMPS. TAINK WEIGHT=29,500 LB ARE A DIRECT REPRESENTATION OF THE
PERC AT 62" , 10. FILL MATERIAL FOR SYSTEMS CONSTRUCTED IN FILL SHALL BE CLEAN GRANULAR SAND,
24"-36" B LOAMY SAND 7.5 YR 4/4
y,2- 9. CONTROL PANELS TO BE MOUNTED ON BUILDING IN A LOCATION SHOWN ON PLAN. VISUAL GRAPHIC FLOOD ZONE BOUNDARIES SHOWN
FREE OF ORGANIC MATTER AND OTHER DELETERIOUS MATERIALS. THE SAND SHALL BE
FINE-MED. GROUND WATER ' GRADED SUCH THAT NOT MORE THAN 45% OF THE SAMPLE, BY WEIGHT, SHALL BE ALARM SHALL BE INSTALLED ABOVE PANEL IN A LOCATION VISIBLE FROM ROAD. SOILS OIN TOP OF TANK: ON FEMA FIRM PANEL #25001C0757J
36 -132 C 10 YR 5/6 NONE LOOSE 10. PUMP EQUIPMENT MUST BE CONNECTED TO GENERATOR TOTAL SURFACE AREA OF,TANK-(3)24" DIA. COVER/RISERS =53 S.F. EFFECTIVE JULY 16, 2014. PLEASE NOTE THAT
SAND ENCOUNTERED AT RETAINED ON THE#4 SIEVE. THE FILL SHALL NOT CONTAIN ANY MATERIAL LARGER THAN 2
A DEPTH OF 108"-.- �' INCHES. THE MATERIAL THAT PASSES THE #4 SIEVE SHALL MEET THE FOLLOWING SITE SPECIFIC FLOODPLAIN BOUNDARIES MAY
- SOIL REMOVAL NOTE COVERZ SATURATED SOILS= 3' (AVG.)X 53 S.F. X 80 LB/CF= 12,720 LB VARY DUE TO DIFFERENT INTERPRETATIONS
GRADATION REQUIREMENTS:
USERS ARE w �
DEEP OBSERVATION HOLE 4 EL. = 8.7± NOTE: SIEVE PERCENT OF THESE BOUNDARIES. w
ALL WATER FIXTURES TO BE WATER TESTED BY CONTRACTOR TO VERIFY ALL SEWER SIZE PASSING REMOVE TOPSOIL AND UNSUITABLE MATERIAL WITHIN 5'OF TOTAL DOOWNWARD FORCE=29,500+ 12,720=42,220 LB ADVISED TO VERIFY LOCATION OF THESE o
DEPTH FROM SOIL SOIL SOIL COLOR SOIL #4 100% LEACHING CHAMBERS DOWN TO"C" HORIZON BOUNDARIES WITH THE DESIGNATED
OTHER EXIT LOCATIONS PRIOR TO INSTALLATION OF ANY SYSTEM COMPONENTS. (BELOW EL.= 5.9±- SEE DOH#1 AND DOH#2)AND REPLACE NET DOVYVNWARD FORCE=42,220-36,241 =5,979 LB COMMUNITY FLOODPLAIN MANAGERS AND/OR
SURFACE HORIZON TEXTURE (MUNSELL) MOTTLING #50 10%-100%
#100 0%-20% WITH SAND FILL IN ACCORDANCE WITH NOTE#10. FEMA PRIOR TO SITING ANY PROPOSED
0"- 12" A SAND 10 YR 3/2 FINE SAND #200 0%-5% 12'- 10" z
STRUCTURES.
- i &ORGANICS DESIGN CALCULATION DATUM: . SEAL
12 -36 B LOAMY SAND 7.5 YR 4/4
4'-0"
36"- 132" C FINE-MED. 10 YR 5/6 NONE LOOSE GROUND WATER DESIGN FLOW: ACCESSORY STRUCTURE-3 BEDROOMS AT 110 GAL. PER DAY PER BEDROOM=330 GPD o ELEVATIONS SHOWN HEREON ARE
SAND ENCOUNTERED AT _ BASED ON THE NORTH AMERICAN zt+ofarA
A DEPTH OF 108" ACCESSORY STRUCTURE SEPTIC TANK VERTICAL DATUM OF 1988 (NAVD 1988)
- 330 GPD X 200% = 660 GALLONS - USE 1,500 GALLON SEPTIC TANK(MIN ALLOWED) SE L
EXISTING 3 BEDROOM LEA C EXISTING SEPTIC SYSTEM ONE 12.83'x 70' x 2'D LEACHING CHAMBER. LEACHING CHAMBERS
0 Ct 6 15
ON,E (1) 12.83'x 29.1T x 2'D: LEACHING CHAMBER;CAN LEACH: FOR MAIN HOUSE CONSTRUCT BY PLACING EIGHT 8'-6"x 4'-10"x D BOX X a ��S areA�
o w
ACCESSORY STRUCTURE MINIMUM D'BOX INSIDE t.i s,
F.F.E. EL.= 13.50 24"CONCRETE COVERS TO DIMENSIONS 12"x12' Vt= ((,12.83 +29.17+12.83)X 2 X 0:74) + 12.83 X 29!.17 X 0.74) = 382 GPD 3 0 LEACHING CHAMBER UNITS WITH 1 0 STONE ON ENDS AND DB3 (H 20) w
BE PLACED 6" BELOW TOTAL= 382 GPD 4-0 STONE ON SIDES (USE 500 GALLON LEACH CHAMBER UNITS N (n FW--
2" DROP MIN. 11 AS MANUFACTURED BY SHOREY PRECAST OR EQUAL). (�
RAISE COVERS TO DESIGN CALCULATIONS.
FINISH GRADE (H-20) 9" MIN.
WITHIN 6 OF FINISH �
FINISH GRADE = 13.25± 3' MAX.
N Z
FINISH GRADE = 13.25± R -- _-- GRADE 5'SOIL � o W
_ DESIGN FLOW' MAIN HOUSE-6 BEDROOMS AT 110 GAL. PER DAY( PER BEDROOM = 660 GPD
-�
• \��j���j � GARAGE- 1 BEDROOM AT 110 GAL. PER DAY PER BEDROOM = 110 GPD D'BOX
ui (n
POOL HOUSE - 1 BEDROOM AT 110 GAL. PER DAY PER BEDROOM = 110 GPD OVERDIG 57 - D69 (H-20) >G N
TOTAL DESIGN FLOW 660 GPD 110 GPD 110 GPD 880 GPD-- ------- ---- --------- - -
, - I TO - + + - W W O
a
SPEED LEVELERS uj
uj
_ _ _ _LIQUID LEVEL
(TYP.) MAIN HOUSE, GARAGE AND POOL HOUSE SEPTIC,TANK ,;' 1,_°' „ " u� U) J
DROP: 2" MIN. 880 GPD X 200%= 1,760 GALLONS A OBSERVATION PORT
10" 0 ? PIPE OR FLOW 880 GPD X 100% = 880 GALLONS1411
O
ACCESSORY 11.00 10.50all rtfiAv
D'BOX LEVELER INVERT
TOTAL=2,640 GALLONS TOTAL USE 4,500 GALLON TWO COMPARTMENT SEPTIC TANK.
_ O
STRUCTURE . ' EXISTING SEPTIC SYSTEM -
9.75t J"; `�h,; �'ia y-,. :i '^�rw s+i.. G P^.i;;...
�... 11 - P O_ h O 3 > }.a..r 3 :-.:. •. ,.m" ,�;. �' ..:".'+. :':'-':. w .f�. ;?:'?. k.... ^,..,
4 DIA SCH 40 PVC ALL .,; . .
�j/,��� MAIN HOUSE, GARAGE AND POOL HOUSE PUMP CHAMBER ,��� -� �.� " .: •ti *t�:��' > _ � � °f.;;, � , ": Q '
Nr..... , ,: ,,�._ .,,.. rt._ w ,,._ ,. �,r, ,...��.�. � a. ..,vim., �. . �;�, ,. ; , � ;,� ... �, '" =
PIPE OR AS PUMP CHAMBER TO BE CONNECTED TO GENERATOR ON SITE NO EMERGENCY STORAGE NEEDED ' .. .� � . ., ��, ,• ;.,,_ ��,;, ..,��,. �; .,.�.. Q
1,500 GALLON (H-20) SEPTIC ( ) - 1'-0" z Q
REQUIRED BY TANK WITH SANITARY TEES GAS BAFFLE -USE 2,500 GALLON PUMP CHAMBER.
0
I 7 MASS PLUMBING USE 'TUF-TITS' COMPACTED BASE
CODE (TYP.) OR APPROVED W/6" LAYER OF LEACHING CAPACITY W O u
` EQUIVALENT CRUSHED STONE ONE 1 12.83'X 70'X 2 'D. LEACHING CHAMBER GAN LEACH: /
THE MINIMUM '_ �ar� e�J of TYP.
SLOPE FOR 4" DIA
��� � (TYP.) Vt= ((12.83+ 70+ 12.83+ 57.17)X 2 X 0.74)+ 12.83 X 70 X 0.74) =891 GPD Q
SCH 40 PVC PIPE IS TOTAL=891 GPD ✓ 70' C) Q
_ (�
1/8" PER FT 3'±TO D-BOX 11'± INSTALL: ONE ( 1 ) -4,500 GAL. TWO COMPARTMENT SEPTIIC TANK(H-20) OBSERVATION PORT
COMPACTED BASE (LONGEST RUN) ONE ( 1 ) 2,500 GAL. PUMP CHAMBER (H-20) w W
uj
WITH 6" LAYER OF r, ONE ( 1 ) - DISTRIBUTION BOX(9 OUTLETS) (H-20)I D ETA I L O F LEACHING C HAM B E R \\ v 12'± - CRUSHED STONE ONE ( 1 ) - 12.83'x 70'x 2'D. LEACHING CHAMBER (H-20) / U)
Vt= 891 > 880 GPD REQ'D.
MAIN HOUSE F.F.E. = 15.00 TWO (2)-26" HEAVY DUTY NOT TO SCALE Q > O
PROPOSED POOL HOUSE F.F.E. = 13.00 "SEAL-TITE"CAST IRON W > _
w
24"CONCRETE COVERS TO 24"CONCRETE COVERS TO FRAMES AND COVERS TO MINIMUM D'BOX INSIDE DIMENSIONS 12"x12'
BE PLACED 6" BELOW BE PLACED 6" BELOW BE PLACED WITHIN 6" OF z
FINISH GRADE (H-20) FINISH GRADE H-20 FINISH GRADE (H-20) RAISE COVERS TO WITHIN RAISE COVERS TO'WITHIN
( ) 6" OF FINISH GRADE 6 OF FINISH GRADE
FINISH GRADE- 12.80' FINISH GRADE EL.=12.70± ~
9" MIN. /� /\�i w �/
• 9" MIN \�\\� j\\ w
,.. � PVC
•" THE MINIMUM SLOPE 3' MAX. 3' MAX. DROP: 2" MIN � 9" (MIN.)
OBS
ERVATION PORT
FOR 4" DIA SCH 40 PVC - - - NION BALL - --- 3' (MAX.) 2" LAYER OF 1/8�OR W
A PROPOSED ZABEL FILTER - TEE RS „ � �
l. . ., - VALVE LE\/ELE
TRUE U '�
SPEED
PIPE IS 1/8 PER FT `- _ '•
_,. T STONE
MODEL#A100 8 x 26 r 1 (TYP.)
4,500 GALLON (H-20) HOOK CABLE i 2 FORCE MAIN 0 1/2 E Q
KNOCKOUT'S TO BE 3/4"TO 1-1/2" DOUBLE w w O J
SEPTIC TANK FLOAT BRACKET t
MAIN HOUSE A 6.75 W/SANITARY TEES I GROUTED WITH HYDRAULIC CHECK VALVE 9 00 10.03 9 86 WASHED STONE U Q
POOL HOUSE 9.00 r CEMENT(TYP.) N - ~
r r r 2,500 GALLON (H-20) 3/$'BLEEDER HOLE i I I I I f1 P I 9 49 2'-0" EFFECTIVE DEPTH o c� W W
_ _ _LIQUID LEVELQ t r -1 k I-f 11- = Q
10" - - -- - - - D. -22"L x 22"W x 20"H ALL SEPTIC TANK
DROP: 2" MIN. - 16 - - - - - 10"- - - - -30"L x 30"W x 28"H a rn cn
W/SANITARY TEES I D
OD
6.49 3" MAX. 6.30 6.17 - LIFT OUR RAIL ACME-SHOREY MODEL: DB92 7•49 SCALE
s : : 4'-5" LIQUID ALARM 40 SYSTEM DEPTH TO ESTIMATED HIGH AS NOTED
00
9 FLEXIBLE BUTYL DEPTH FLEXIBLE BUTYL LAG 36.75
RUBBER SEALANT 2,124 GAL. RUBBER SEALANT DRAWING FILE
o LIQUID CAPACITY 1,062 GAL. 1,683 GAL. LEAD 30.5
4-0 4 - 10 4 0 GROUNDWATER 5.09 C19442-C.dwg
tn LIQUID CAPACITY "- LIQUID CAPACITY END VIEW (MIN 5') z DATE
LD. - 16'-0"L x 6'-0"W x T-4"H "OFF" 18" ALTERNATING 12- 10
3 O.D. - 1T -0"L x T-0"W x 8'-6"H FLOOR EL. = 1.97' ,,'= FLOOR EL. = 1.73, b: DUPLEX PUMPS ESTIMATED HIGH DRAWN BY 07-15-2021
a (SRM4) RUN LONGEST 3T
U r ( ) GROUNDWATER EL.=2.4'± ,/ DAV
�. • . o } • t o•• "" �co o COMPACTED BASE o o ,_co 0 0 0 - - •c� CHECKED BY
I-IIIIII-III-III-IIIIII-III-IIIi I1 1 11 1=1 11=1 11=1 I-f 11=1 11=1 11=1 I 1� 1 I I-IIII l I-1 I li i 11 I I-IIII 1 11 I{ 1 1 11 II��
MAIN HOUSE 16' III-III-IIIIIIt I IIII-1 I IIII-I t IIII-III-IIIIII-IIIIII-IIIIII-III WITH 6" LAYER OF 11 I1 1 1-1 1 11 1 1-1 I I-1 I I1 1 I-1 1 1-1 1 11 I I-I 11- SUBGRADE LINE(S) EXITING D'BOX cli
� SMR
o CRUSHED STONE (TYP•) MUST REMAIN LEVEL FOR N
ACME-SHOREY MODEL: ST252
C) POOL HOUSE 103' ACME-SHOREY MODEL: STPC745 (TYP.) 40' 2'-0" BEFORE PITCHING
GARAGE (2 SECTIONS) (2 SECTIONS) O
(10' MIN.) 11' DOWN TO LEACHING
FACILITY
N
INSPECTION NOTE
U
THE STATE ENVIRONMENTAL CODE,TITLE 5, REQUIRES cn C2 . 4 - 3
0SCHEMATIC FLOW PROFILE
0
z INSPECTION(S) OF THE SEWAGE DISPOSAL SYSTEM �
0) BY THE DESIGN ENGINEER. a)U
ALL INSTALLATIONS MUST CONFORM TO THE MINIMUM REQUIREMENTS OF TITLE 5
INSTALLATION CONTRACTOR MUST NOTIFY THE DESIGN a'
0
c l
N w
E GINEER PRIOR TO THE START OF INSTALLATION FOR
n - _L OF SHEETS
U)m0LL
• DISCUSSION ON REQUIRED INSPECTIONS. II� PROJECT NO. C 19442.00U
- _
FLOOD ZONE DATUM:
LEGEND FLOOD ZONE VE (EL 15), ZONE VE (EL 14)AND ZONE AE (EL 12) ELEVATIONS SHOWN HER ARE
PROPOSED SHOWN ON THIS DRAWING ARE A DIRECT REPRESENTATION BASED ON THE NORTH AMERICAN \ i
d0
W�l0
EXISTING OF THE GRAPHIC FLOOD ZONE BOUNDARIES SHOWN ON FEMA VERTICAL DATUM OF 1988 (NAVD 1988) /
■ BOUND FIRM PANEL #25001C0757J EFFECTIVE JULY 16, 2014. PLEASE COASTAL
W WATER LINE
NOTE THAT SITE SPECIFIC FLOODPLAIN BOUNDARIES MAY /
wv WATER VALVE VARY DUE TO DIFFERENT INTERPRETATIONS OF THESE REFERENCE. WEST BAY / �� engineering co.
D4 BOUNDARIES. USERS ARE ADVISED TO VERIFY LOCATION OF \ 260 Granberry Hwy.Orleans,MA 02653
Q WATER METER
1 THESE BOUNDARIES WITH THE DESIGNATED COMMUNITY ASSESSORS MAP 090, PARCEL 008 f 508.255.6511 P 508.255.6700 F
® ELECTRIC METER FLOODPLAIN MANAGERS AND/OR FEMA PRIOR TO SITING ANY i
GV GAS LINE
PROPOSED STRUCTURES. CTF. #198026 0 / \ ` /
N GAS METER
�S E ELECTRIC LINE L.C. PLAN 10939-D, LOT 7 1 PNE m
& IRRIGATION CONTROL BOX WATER SUPPLY NOTE. L.C. PLAN 10939-A f SEAv►EW
L.C. PLAN 10939-E
x INSTALL WATER SUPPLY GREATER THAN 10' FROM L.C. PLAN 2664-101 _j !
W WATER LINE _S_ SEWER 4 GRAVITY NANTUCKET SOUND
UTILITY COMPONENTS. WHERE THE WATER
__
SERVICE CROSSES UTILITY OR WHERE THE 10' U Focus
® MISCELLANEOUS MANHOLE -FM SEPTIC 2" FORCE MAIN SEPARATION IS NOT POSSIBLE PROVIDE A SLEEVE
OF SCHEDULE 40 PVC PIPE OVER THE PROPOSED OSTERVILLE, MA
-10- - CONTOUR 10 CONTOUR (� SEWER SERVICES. SLEEVE TO EXTEND,A MINIMUM
i h / OF 10' BEYOND UTILITY COMPONENT (S'�EE DETAIL). KEY MAP
X 15.4 SPOT GRADE ,Q' �
+12.0 SPOT GRADE -- NO SCALE
CONIFEROUS TREE /y. \ Q SEWER PIPE i
'� EXISTING CATCH BASIN TO BE PROTECTED i
a s VE
--a- STEP ^ s°. THROUGHOUT CONSTRUCTION(TYPJ SCH 40 PVC SLEE
DECIDUOUS TREE 7 °* ? T�� w
10'MIN ZONING TABLE Z
"�' x77 PROPOSED ELECTRIC O
® CATCH BASIN �� LINE v V5
\\\ I I . I0' I I, 1�.:t--; � . - - ._____�\ I� �_- _
I- I II I-,,II I?/,,�III:��I,.�.-+�1.,I��1:.'�,��.I I�'`I.i,1�.�--..,:�:,,.,---,,.--.:.,�%.'.-..Ii_I.'�.../..'._..-..�..\..".I�1�.\�...�.W..._._.I :..-
/,� 8 EILEENWARD ZONING DISTRICT: ASSESSORS MAP 090 w
COASTAL DUNE BOUNDARY CTF.#21o302 10'M4IN RF-1 PARCEL 008
`� ASSESSOR'S MAP 090 WATER SUPPLY
PARCEL 017
WILLIA $EUZABETHALLARD / - y i PROPOSED
CTF.#22367 DRIVEVWAY SUBJECT I REQUIRED EXISTING PROPOSED !
ASS SSOR'S MAP 090 -
1 PARCEL cos-oz / " , . PR�oPosED HEDGES SEWER SLEEVE DETAIL
1 i (TY�P.) LOT AREA �" 43,560 S.F. 83,629±S.F. NO CHANGE
' , - _ _ _ , � _ _ NOT TO SCALE
v 6o I
PROPOSED
/ UTILITY CORRAL FRONTAGE 20 FT. 43.3 FT. NO CHANGE
f
' _ - BENCHMARK I
o I PROPOSED ELEV 915NAVD88ND LOT WIDTH 125 FT. 278.3± FT. NO CHANGE
- =. 0 . I T ELECTRIC LINES 3 BEDROOM ACCESSORY STRUCTURE
100'BUFFERFROM / o, .-
DEPDEFINED �C UNDER CONSTRUCTION SE#3-5824
COASTAL BANK 7 I _o, PROPOSED F.F.E.=13.50 I MAIN HOUSE-'FRONT SETBACK 30 FT. 157.1± FT. 146.7± FT.
' x8.4 - �,� ROOFDRYWELL PROPOSED ROOF LEACHING i
1 - `> .\ �' 8'DIAX 4.5'D DRYWELL V DIA X 4.5'D MAIN HOUSE-SIDE SETBACK-NORTH 15 FT. 92.0± FT. 51.2± FT.
100'BUFFERFROM 'o `sS✓° 18"PINE PROPOSED GRASS
' EDGEOFDUNE / 8.6 11
3.. . \ ?>� PROPOSED�A/C me WALKWAY(TYP.) ° MAIN HOUSE-SIDE SETBACK-EAST 15 FT. 108.3± FT. 133.5± FT. 0
x8. PROPOSED '.
4"PINE
PROPOSED fl, UNITS 18"PINE z
, o I WATER METER GAS LINES : • . l I/ S88°26' TE , 10Q PROPOSED GENERATOR g
\ o o FFER R M % / I " �// PAD z MAIN HOUSE-SIDE SETBACK-WEST 15 FT. 105.2± FT. 143.2± FT.
0 0 50 BU F 0 \ PROPOSED STONE - :;.: : ,- u3 1 ;;` !_ �, x tj13 ` z
N N EDGE OFDUNE = = ..._:.. r �
p o /°� ' \ WALKWAY(TYP.) �, L IN HOUSE RE SETBACK 15 FT 213 4 FT 222 4 FT
z z r S ;. _- l �� � IPA -/f I " MA - AR ± ±
m m .
PROPOSED ROOF ` -': kxRi Na,I ,I ,:/�� / / �'
m N::.. ..p. ..0 PROPOSED 4'HIGH
m :.::. DRYWELL 8 DIAX 4.5 D AREA: .4 , IIp... O SEAL
m m ° - N X.. x x _ \ Q POOL FENCE WITH ¢ CK 61.3± FT. 66.7± FT.
E
!" r- 3 ` : :, :'.; ,. 10 25+ -DOH E _ E E E GATE TYP. z MAIN HOUSE W ND SETBA
` ,;� ° 1`' ._..- _ 6; - � _ �'� - ( ) (DUNE) (DUNE)
_ 2 - G G HOFb!
g .. .
__
x
ETLA 35 FT
--
EXISTING PATH AND ' - � `• ,•::. '= � tr -^_� �
: :.. :.: `.. 17 -1 3' -
BOARDWALK TO REMAIN C :: _:`...• / h . - +10.5 10.5+ 5.T GARAGE FRONT SETBACK 30 FT. N/A 108.5± FT. a?�
O
.
.
.:.
_ .
G
i f�IL
.
,
C 1 :.. . . +10.25 .
S
O� 3 _ \ 1 0\ PROPOSED C
P .� ' \
: ...s g2 .; :...::: GARAGE-SIDE SETBACK-NORTH 15 FT. N/A 53.8± FT.
/ D20 \ \ l \ _
-,
1 / 111
\ .;..... PROPOSED esF 6 1Ie
� � J �I
I -
WALL(TYP.
/ /4'23"E / _.-.- • . .. , . l0 -
• 14 OA r _ _
N85 1 X WATER LINES 11 vi GARAGE SIDE SETBACK EAST 15 FT. N/A 133.1± FT. ss ,a
. ..
/ I I I o : : :l: ��
I 1 .. .: . --- ill
`r 18"OAK'
-
- NAL
I , ? f. [ 00�0 10
N
_ i +
1 +11.0 - -
-1 / I _ ._ f � 1o"OA: GARAGE SIDE SETBACK WEST 15 FT. N/A 263.5_ FT.
• �. / - _.:._: .EXISTING 1,500 GAL
I - { _ ..
1 \ :.:' POSED ROOF DRYWELL :..: k.:. +13 f. + ..- F:, -- -,.-SEPTIC TALK(H-20),. / s •- r:. . , PRO O � :�.._ ; .. :.- :� .. TW13.0 �, ,:, 13.0 0 .. .. � .. ., _a ,. .
� ._.....
I I I / ., - . � 11 .• .�: : .".: ,.� 14'W X 24'L X 4.5'D -.:.. ..= � . .; �':- .�. . �� �j� �. .', .:. '� � . .
I 1 / \ .o. + � GARAGE-REAR SETBACK 15 FT. N/A 299.4± FT. Q
/ / � t-1 / .. a i / I LA 13.0 _ #1 Q
I � ' / / PROPOSED STEPS o� ..' \ PROPOSED z ",EXISTING -
1 / � // TYP. \: .. GARAGE i/ ,.. -. .. "12.83W x 29.17'L x 2'D 5.5± FT.
I .. / PROPOSED ' 13
I I_-/ / �Q / ( ) 12 I . .^... = PROPOSED ARAGE-WETLAND SETBACK N/A W
I / , �� \ SLAB 11 50 ( PROPOSED 4
/ / O .. :," PARKING/ :..:-: DRIVEWAY :.:- LEACHING CHAMBER G 35 FT. J
I I // \�j RESERVE AREA TERRACE `.
I l i COURT AREA : PAVERS PROPOSED / I]
/ ✓ / ED 13 I. ;::. -.:.::: . .j-. ,. .. i4.:_. (1656S.F.) DOH#N ACCESSORY STRUCTURE >
I / / PROPOS I \�
i - i . : �... ..... .... ; • - , .f : I 2,500 GAL PUMP
/ 11 T AN 0
/ / , FIRE PIT _/ \ 30 FT. 1.6± F NO CH GE
I / . 13S PROPOSED CHAMBER 10.0' c� K FRONT SETBACK �
W
/ / + - WALL(TYP.) 1 /11 PROPOSED �.\ PROPOSED ACCESSORY STRUCTURE c i/ I `+1
i �� "-1 0 ' 1 _�".'` / MF D'BOX(H-20) 12.83'W x 7o'L x 2'D 15 FT. 22.1± FT. NO CHANGE p
/ / ' 7', x r - ` x�` LEACHING CHAMBER -
M--F
m.
,I s
` � SIDE SETBACK NORTH
_ 7
.. . : +13.OI
o+ :_ +12.o'ja uu uu 1 I -. : . � ACCESSORY STRUCTURE
" / 12.0/ 115+ 13 + o _ 15 FT. 52.7±FT. NO CHANGE
13•0+ C
Cf
l // / 143•2' 1VV14 5 r y L 12,80° � �=+12.60 14"PINE ,
. +12 0 � � SIDE SETBACK EAST LLI
/ / +13.5 12.0+ / 13.0+ 13.0 ' N, `� k� o ACCESSORY STRUCTURE
14.s+ j `14 16.2' v O �i 4 15 FT 13
. � , m
/ +11.5 o+ I �ft �• 5.9± FT. NO CHANGE
PROPOSED i .- = , :.
w 2
J' I � r 1 rw1 0 z SIDE SETBACK-WEST W
1-.:....-,.0..:+lw.., .,...,..-i.- -`:._- -I VIs-1V.�,..:,...+T� ..;..,.-';.��..:
� .:7�-)-4, V
I / WALL(TYP.) / ; 4 S+r 4 g f �:
- G--...-
"" PROPOSED RINSE AREA ACCESSORY STRUCTURE
PROPOSED + nn ' S s.. - . s :s.:.y. _� ` 15 FT. 297.9± FT. NO CHANGE z
1`+ SEWER SLEEVE -+13.0 W PROPOSED POOL REAR SETBACK
- / i / (� - EQUIPMENT W v U
\ ROP / /��/ uy _ N +10.0 ACCESSORY STRUCTURE 141.5± FT.
ft3w>mI*--
1oo'BUFFERFROM 35 FT. NO CHANGE
Z 0y
�' - \ \- DF K E� PROPOSED 4,500 GAL. * - `- - G _ __. ._N_ __ _,_ _._. ;,_ �.. ;,. _ :, WETLAND SETBACK (DUNE) \J - LL
E E E E EDGE OF DUNE
/ k -r *1, \ +150 I SEPTIC TANK(H-, N + Q
/ W 3 5�8av�l/ \ / -/// PROPOSED 13 0 7 PROPOSED STONE - 8.4± FT.
L//\y/v/ J� POOL HOUSE FRONT SETBACK 30 FT N/A 21
13 �a�QQQ PROPOSED +14.5 TERRACE +13.0 N 14" WALKWAY(TYP.) O
QQI 6 BEDROOM DWELLING > 16.5' m PROPOSED POOL HOUSE POOL HOUSE-SIDE SETBACK- NORTH 15 FT. N/A 102.1± FT.
QQ +1 - I F.F.E.=13.00
:r +� a� - 12 4.g F.F.E.=15.00
71 Q PROPOSED ROOF DRYWELLL 8'DIA POOL HOUSE-SI w
~ %\\ -EAST 15 FT. N/A 16.5± FT.
`+. +14 X 4.5'D
1 ( DE SETBACK
PRC)PQSE:b 067 z
,� h. 0 5' +13.0 \ 24'rnvc
9 r ? . +130w P�
„► ,
1 \ '� Fc 12 92k _ POOL-HOUSE S10E SETBACK-WEST 15 FT. NIA -- --- - FT. Q (n !
8 ,;
P -
W
��M PROPOSED ROPO v tz f \ ' ,p
{ TF SED TVV14 5 4_ _:� Q + �^
k
' C &o sTONEwALKWAY R POOL HOUSE�I�EAR SETBACK 15 FT. N/A 200.8_ FT. ^
U,y RACE v
+125 I TW14.5 +10.0 50'BUFFERFROM L.L. W
\'
N EDGE OF DUE s, < 1, +14.5 r' 47.4± FT.
.
` :
� q \ +70.5 10`p POOL HOUSE-WETLAND SETBACK 35 FT. N/A 0)
Q. \ PROPOSED GARDEN \ \ 0 (DUNE)
.. , _ � • ` \ 0 16.0 10.5 PROPOSED LIMIT OF WORBK/EROSION
C! . AREA(TYP.) \
"'
I+12.0
< lli NTROL BARRIER TYP.
/ CO ( )) m
F�11
r
O
f \ ❑00 OD�QrJIJ�O :%� 10 0 MAIN HOUSE-BUILDING HEIGHT FT. N/A 30.00 FT.
` / s \ \ 0 30 W Q_
°� v 3
o
# -� \s z
,. . .
1 "', TR1
i. ,- - \. co ROBER7 TTUCI TRUST O
, , GARAGE-BUILDoNG HEIGHT 30 FT. N/A 23.07 FT. w
�./ / A Q C;TF.#165869
\ ...::_, � 14
PROPOS G N
9 µ
2' .
/ / \, ,SSOR' A
v,". ,
e
ED ARDE
\ �, . V, Q A oso A ESSORY STRUCTURE
. •. AREA(TYP.) :.,. 5.91t CC +
SSE S M P Q
•: / \ :rr. , APARCEL007 30 FT. 20.13 _ FT. NO CHANGE
. . //''��
• : \ �[� x13.1 I T LL
:.. . V \ ® ® BUILDING HE GH
!, ; ;. D12 .,. A , , ; r w w
PROPOSED ���C - BUILDING
, , - A "SEE NOTE EXISTING ACCESSORY -
, . .:. � / `� y b II '
a„► >
�w 1' wALL TYP. ND - ILDIN HEIGHT
//` V ( ( ) TO BE DEMOLISHED A POOL HOUSE BU G 30 FT. N/A 13.27 FT.
F I; � a
C1
_w / , I .,VV. A r r, DISPOSED OF OFFSITE' V Q 1-
, .: \
ti
,f --- 5-- "'.. r \ v" l W W H
1
*. �'I�,'\��'�,i\
. ram' \ !D W
--6 Ia0 C
2
is x
V \ D1
,/ z
\ �,
- a rn w
-
.�... v BUILDING HEIGHT NOTE:
., t �' _ U
4 *..,. LAWN REMOVAL AREA
" "`�. D1 \ �� �
. .,„ "
,
s. _ ., ,.- � 1 710±S.F.
I ,.. �... ;,,. :; .,,... l ( ) SCALE
g D13• t�-' ' D9 A 2 t0.4
-= r . ri .1 ® �1' EXISTING FAMILY APARTMENT COTTAGE:
a .• .. .; E K T BE ° c . - - AS NOTED
," EXISTING D C O K V O: ,y . . PROPOSED LIMIT OF
3
D0I
Dd
o EMOVED AND :; OL
,,, : R ,. _� _ : 4 �_. , ,r�° �t1 . ` WORK/EROSION CONTR DRAWING FILE
. ., -
. ! I „-_ _� RADE PLANE= 13.00
DISPOSED OF OFFSITE C. A _ r n i /(\Vv,. BARRIER G
.. ® .. . ..��,� . ...��,.� C19442-C.dw
,- r TYP.<_ �` �__ �_ �' . FOOD _ TE EL. 33.13 .
. `\ . t2 _ zaN>~AE,EL.a� ( ) EXISTING TOP PLA
N DATE
�. ... . ?,
i� (. - .. �..,.,, - _ -
C /' --- - _ EXISTING COTTAGE BUILDING HEIGHT 33.13 13.00 20.13
. I, ;" r LAWN REMOVAL AREA. : e „s ; - -
r I ..-, --.. - .�.�.
r J l 454t S.F. �""", r - �-_ � ,;�, ( n l ;. „ . , ( ) �.
�. j �� �r ,. " \ V EL.15 DRAWN BY
_.,...., _,_ - Fkl3aD� £. E
I x3.6 t ', . �'v L1I _ •_I /' "/" ,
•' PROPOSED MAIN HOUSE:
I ; .r. �' I „""..,.ram \ ,
\ - .-
• .ow+ / - - ^` . -"", t-._... .. CHECKED BY
: .�., % ! A \ . -, - r _�-Y "' GRADE PLANE= 13.79'
REA /: r---
v /'
\ : : .
-
o
,. _.. . .
l * ILDING HEIGHT 43.79- 13.79- 30.00 c�
EXISTING TOP PLATE EL. 43 79
EXISTING COTTAGE BU
o PROPOSED AREA OF MITIGATION 19,374 S.F , / 1, \ ', "I
t (SEE PLAN TITLED RESTORATION PLAN BY i
' / < - WILKINSON ECOLOGICAL DESIGN DATED ( �
0 01-15-2021) PROPOSED GARAGE:
U
C
'' "". p"777 ,`"!" ,a" - GRADE PLANE=11.44' o
"-
0 - PLAN EXISTING TOP PLATE EL.= 34.51 - - U
i - EXISTING COTTAGE BUILDING HEIGHT= 34.51 -11.44=23.07 S' ■ ■
O L
C,
I O
20 10 0 20 60 m
PROPOSED POOL HOUSE: .�
c
c
a - GRADE PLANE= 11.19' - OF SHEETS
EXISTING TOP PLATE EL. =24.46' �
1 inch =20 ft. m PROJECT NO.
0 EXISTING COTTAGE BUILDING HEIGHT= 24.46- 11.19= 13.27 v C19442.00
Li_
- - , - - , --
- --- --- - �_..___ - _-____ -.,__------ _ __ -- - - ,.. -. . ., ___.._. _ -.IT_:._ ...._m __ - _. - _r_ ------------------ ----- - -_ - --- -- -
- __ _ I
I