HomeMy WebLinkAbout1365 MAIN STREET (COTUIT) - Health 1365 Main Street "
Cotuit
A = 018 — 068 -- — _ -- - -- -
�I
i
TOWN OF BARNSSTABLEE
LOCATION ZJkC CPi n S� �1 .
� o t 1} SEWAGE
VILLAGE 1 ASSESSOR'S MAP & LOT
—f—
INSTALLER'S NAME&PHONE NO.
SEPTIC TANK CAPACITY ,/S—Gd CAL,
LEACHING FACILITY: (type) C. (size)
NO.OF BEDROOMS
BUILDER OR OWNER C
PERMITDATE: ',Z/O a n S COMPLIANCE DATE: AP
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) Feet
Edge of Wetland and Leaching Facility(If any wetlands exist
within 300 feet of leaching facility) Feet
Furnished by
c Al --9/ B
1 31goo �-- A 6oco
2
S
f Fi
6
No. I J — O Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
Yes
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS
RppYitation for Misposal *pstem Constr ion permit
Application for a Permit to Construct(l�Repair( ) Upgrade( ) Abandon( ) Complete System ❑Individual Components
Location 4ddress or Lot No. Owner's Name,Address,and Tel.No. So 8�62$— AaaA
AssessssoorsMap/Par /g
In ller's Name,Address,and Tel.No.�mB�itS If 300 Designer's Name,Address,and Tel.No. f o.5¢O - 319
rr-ZpA-e-.
Type of Building: A
Dwelling No.of Bedrooms Lot Size ZS 5 sq.ft. Garbage Grinder( )
Other Type of Building A. nE CAZtFW& No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.,required) �rj gpd Design flow provided ✓� 9 gpd
Plan Date � �� kunber of sheets / Revision Date O
Title /a 9 / A s
Size of Septic Tank /�lj BD X o'Z Type of S.A.S. /3 " e< 40 0 [4_2 50D C-6.
Description of Soil ` -* C — Z.An= Qt / �
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 Board of He �y
Sign Date
Application Approved by Date
Application Disapproved by V Date
for the following reasons
Permit No. I d Date Issued u
Fee
THE C OMMONWEA�Tli OF MASSACHUSETTS Entered in computer: l he's"
t PUBLIC HEALTH`DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS
application fvr:Disposal-*pstrm Co Permit
' Applicattion for a Permit to Contruct(/ Rep "(' ) Upgrade,( ) Abandon( ) Complete System ❑Individual Components
Location Address or Lot No..`/ Owner's Name,Address,and Tel.No. 56 S'4,�b'- oZ c
Assessor's Map/Parcel /g /,Z_
�
Installer's Name,Address,and Tel.No.,50,? j 2 g If 3 G 0 Designer's Name,Address,and Tel.No. 5 p Q.$4 O - 2,5 3"
Type of Building:
Dwelling No.of°Bedrooms Lot Size �; 5�jl�sq.ft. Garbage Grinder( ) '
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures• `
Design Flow(min.required) �S,lam} gpd Design flow provided gpd
Plan Date �, �.,�.� , (44,� 4,--t-&umber of sheets / Revision Date
Title /�2
Size of Septic Tank /T on X oZ Type of S.&S. / 3 X
Description of Soil ' +
Nature of Repairs or Alterations(Answer when applicable)
4 _ 1 . "t
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 Environmental Code and not to place the system in operation until a Certificate of
Compliance has been issued by this Board
sn of Health. -
'' Sign I!i '� Date
Application Approved by ! Date ,
Application Disapproved by V Date
for the following reasons
Permit No. 1 O / �d Date Issued ut
THE-COMMONWEALTH OF MASSACHUSETTS SCAA
oQ� �—1 5
BARNSTABLE,MASSACHUSETTS v 0 I V`' `
ePrtlfltAtP of (4COM li nLP
THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed Repaired( ) pgraded( )
( ) y 1
Abandoned b
at / j _S it �: _ ��,-f has been constructed in accordance
1
with the provisions of Title 5 and the for Disposal System Construction Permit No. v 310 dated 4
Installer iV,e eP_e_ Designer J21-,,,� , p�
#bedrooms ,S Approved des' �ow ,� gpd
The issuance of this erm'it shall not be construed as a guarantee that the system 1 functio as designed.
Date 10 I(p Inspector
-----------------------------------------------------------------------------------------------------------------------------�-�----------
No. ID (, __Nu Fee
THE COMMONWEALTH OF MASSACHUSETTS
-
PUBLIC HEALTH DIVISION -BARNSTABLE, MASSACHUSETTS
Disposal 6pstrm Construction Permit
Permission is hereby granted to Construct( G� Repair( ) Upgrade( ) Abandon( )
System located at /3 s
ti
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:Constructor Tst be completed within three years of the date of this permit.
Date 110 It Approved by
Town of Barnstable
Regulatory Services
Richard V. Scali,Interim Director
Y aaexsrABLe.
9 MAS& Public Health Division
i63� �0
Thomas McKean,Director
200 Main Street,Hyannis,MA 02601
Office: 508-862-4644 Fax: 508-790-6304
Installer&Designer Certification Form
Date: Sewage Permit# o?0/5 -316 Assessor's Map\Parcel 18-cf3
STEPHEN-DOYLE AND A550CIATE5
Designer: 42 C.AN?iE 1NI€ Installer: T`o rzt-y
Address: FALMOUTH.MA55ACHUSEM 025.36 Address:
-
On �f� o�D/5'���,.,ror;- � �� was issued a permit to install a
date (installer)
septic system at ��j/� �`f\�,z., y' used on a design drawn by
(address)
dated -z�-1Y�
(designer)
(�
r\
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 incompliance with-.the terms
y `
- Q.£.t�1e AAA approval letters (if applicable) PP° , •AA,..��� ,CIA OF .
STEPHEIV
i'(Tn, a le '. , io ignature) 4: Mc ANN
.J
DOYLE
e h10 5 559 :l224
(D 'igner's Signature) '�^ '' '' esigner's Stamp Here)
PI_.EASE 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:`Scpdc\Dcsigner Certification Form Rev 8-14-1 1doc
i
r
Town of Barnstable p 0
' Departitnent of Regulatory Services
{ F Public Ffealih Division Date c_- cz=( '
�e7D 200 Main Street,Hyannis MA 02601
' rEU I,it►`l A
Dace Scheduled .. ��•? �? � ��
me Fee
Fair Suitability Assessment for Sewage ,disposal V
Performed-BY:, G �,at tWitnessed By:
LOCATION&GENERAL MOEM�TION
Location Address
Owner's Namo 1 SSSGLL
Coo�f'�1� Addresb
Assessor's Map/Parcel:'• l Y7r�/rstZ r tip' '
g " Engineer's Name.
NEW CONSTRUCTION REPAIR � '
. TelephbneiF �c�S -Sq p
Land Use- ✓g TZ- t
Slopes(%) _�_� Surface Stones
Distances flum: fi
r`,Open Water Body t �/7 ft _possible Wit Area
y ,' /`7 (eft Drinking Water Well • .LSO ft
DWhago Wily b ft Property Line Sp �
' • R Other. ft
r�'1I TCH:(Street name,dimensions of lot,exact locations of test holes&porn testa,locate wetlands i'n proximityholes)
to ho )
to
vg .4'Z fPt .rz
-JV'Z J
rA
4zr 05r4
Parent material(geologic) ��,,
Depth to l�edtook_ 3D
Depth to Groundwater. Standing Water In Hole:
r _ Weeping 11•om Pit Fnae
Estimated Seasonal High Oroundwater �
DETE A
Method Used: TTON FOR SEASONAL'HIGIi WWATER�'A�BI,
Depth Obs rved standing In obs.hole:
Dr th to weeping from side of obs.hole:. ln, Depth to ttpll tnoftledt
Index 1Neu tr bt, OrottndwalerAtutiltment In,
ReadingDato: Index Well levol,:�,,,,,,,,,,� f[•
Act,fhctor,. Adj.Groundwater Level,,,,
Observation PERCOLATION TEST Dille
Hole
Time at 4"
Depth of Pere
Time at 6"
�_--;-
Start Pro-soak Time @
Time(5,
End Pro-soak
Rate Min./Iuch • - _ L Z �"�"� ��. "P'�
Site Sul tadility Assessment -.Site passed_ 1/ gitp Failed:
Additional Testing Needed(Y/N)
Original! Public Iieauh Division Observation Hole Bata To Be Completed on Back
per.colationjest is to be conducted within 100' of wetland,you must first notify the
Barnstable Conservation Division at least one(1)week prior to beginning.
Q:1S EPTIMPERCFORM.DOC
�� Vs
DEEP.OBSERVATION HOLE LOG Hole
Depth from Soil Horizon Soil Texture . Shcl Color Soil• 00ter
Surface(in.) (USDA) (MunselQ Mottling (Stnuchire,Stoned;Boulders.
• ` 0
teiekencY.96't3rayell
TL
s
o-C, ell
PEEP.OBSERVATION HOLE`LOG Hole#
Depth from Sol!Horizon Soli Texture Soil Color Soil 1Z Other.
Surface(tn 1• (USDA) (Musfsell) Mottling (Structure,Stones,Boulders,
cc,onsistency. ravel)
p .; �a..C. SL ►cs. � 3�Z
i ! 4 CL-VA lkV '(Z �ji 1 l L t9L3Erl�✓
i Z_3Z` I—,.
3 S Z• -7 t� Gr+c:�Cass.r
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Olher
Surface(in.) (USDA) (Muuseli) Mottling (Structure,Stoncs,Boulders.
0 1 to o Q
4~wow \mot_ ec^! !G—�
3p c7 -p fit, S L
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Boll Other
Surface(in.) (USDA) (Munson) Mottling (Structure,Stones;Boulder,
C'nsisfaficv.
-C
Ste- 1Z6n z`
Flood Insurance Rate Map:
* Above 500 year f lood boundary, No Yes
Within 500 Year boundary No_)�/ *ax '
Within 100 year flood boundary No. Yes
Depth of Naturally Occurring Pervious Material
Does at least four feat of naturally occurring pervious mtiterial exist in all al•eas obaorved thrpughout the
area proposed for the.soil absorption system? - y'`
If not,what is the depth of haturally occurring pervious mal'erial'i _
Certification
I*certify that on (date)I have passed the soil evaluator examination approved by the
Department of.Environmental Protection and that the above analysis was performed by me consistent with .
the required training,expertise and experience described in 10 CMR 15.017.
Signature Datb Z'r"�`7�""'
Qa\9EPTIOPSRUORKDOC
COTUIT
NICKER50N RD Q
1 • 1 .. TOPSAIL
TOP OF FOUNDATION±24.4' 5EF IC 5Y5TEM FROf ILE VIEW N CIP OC�
N
FINISHED GRADE EL, 17.I'±
INV. EL. 6" 6" LOCUS
Q
t19.0' .
MAIN HOU5E J�
(CRAWL SPACE) RISER 1/5"TO 1/2"DOUBLE WASHED STONE @ 3"THICK OR GEOTEXTILE FABRIC II �O
AT CESSIPOOL#I
FINISHED GRADE EL 1 G.91±
h�- 12.83' -•-� ,��
TWO RISERS PER TRENC � V
t 15.6' RISER I.P.WITH SCREW TYPE CAP TO WITHIN U CHARCOAL VENT as"ABOVE GRADE 37"
O 3"OF FINI5HED GRADE(ONE PER TRENCIH) ^dam b 24 _��
GRADE FINISHED GRADE EL. I G.T± 58"
---- 14.0311!1 llllllllllll!lllllllllllllllllllll 6"1IIIIIIIIIIIII lllllllll LOCUS MAP
INVERT EL .• ___- "'
INVERT EL.
14.41-' GAS 14.16' �"� 8 5, 0I I PROP05ED LEACH TRENCH-END VIEW
5'NO BRK/OUT
LlgUld. Lever 48 BAFFLE INVERT EL. Mln.6° INVERT EL. o� _0
NUMBER OF TRENCHES = ONE
' - 13.28' sUm INV. EL. a' , __ _ _ _ ' a. ? EL. 10.58' NUMBER OF UNITS PER TRENCH = FOUR
13.08 12.58
':'• '''`:' �-'/ 3/4 I u2" TOTAL NUMBER Of UNITS = FOUR A55E550R5 DATA:
r USE WIGGINS PRECAST DB-4 3 OR EQUAL \DOUBLE WA5HED STONE INSTALL FOUR 500 GALLON UNITS
y t t+ \ REMOVE ALL UNSUITABLE MATERIAL FIVE FEET MAP 18 PARCEL G8
" ' ' X ,r �' •* f r (3 INLETS -4 OUTLETS) 42' AROUND THE S.A.S. DOWN TO THE C HOR',IZON WITH FOUR FEET OF DOUBLE WASHED STONE
r .5.{ }1 ,t. .;"d : ,,...;,,. t••.:,.. r*,• AND REPLACE WITH CLEAN COURSE SAND PER
TOP OF BLOCK 5UPPOKT5±23.8'
PROPOSED 1500 GALLON TANK#I use"T"ON EACH INLET PROP05ED CHAMBER TRENCH In 3 10 CMR 15.255 -AS REQUIRED. AT 51DE5 AND AT EACH END LOCUS ADDRE55:
(440 GPD @ 200%- USE 1 500 GALLONS) NUMBER OF TRENCH = ONE
H2o LOADING #1365 MAIN ST., COTUIT
NUMBER OF UNITS PER TRENCH = FOUR
COTTAGE H2O LOADING BOTTOM OF TESTPIT EL. 5.5' REFERENCE DEED: 2440-207
(CRAWL SPACE) NO GROUND WATER OR REDOX�AMOUNIC
FEAruREs ENcouNTER�ED REFERENCE PLAN: 309-22
7777/7 FINISHED GRADE EL. 17.4'± DISTRIBUTION BOX NOTES:
n IN5TALL ON A LEVEL BASE ZONING D15TRICT: RF
INV. EL. 6 I I 6"
21. L. MINIMUM WALLTHIME55 = 2" k
MINIMUM INSIDE DIM. = 12" OVERLAY DISTRICTS: AP * RPOD
RISER OUTLET INVERTS SHALL BE EQUAL TO EACH OTHER AND AT FEMA DATA: ZONE "X" (NON-HAZARD)
2" MINIMUM BELOW INLET INVERT. •
MAP: 25001 C0752J
f15.6' THE DISTRIBUTION LINES FROM THE DISTRIBUTION BOX SHALL SYSTEM DESIGN DATA: MAP EFF. DATE: JULY I G, 2014
ALL HAVE EQUAL INVERTS AS DETERMINED BY FLOODING THE FIVE BEDROOMS = 5 x 110 GPD = 550 GPD REQ. FLOW
DISTRIBUTION BOX TO THE HEIGHT OF THE DIaTRIBUTION LINE (FOUR BEDROOM DWELLING *ONE BEDROOM COTTAGE)
USE ONE CHAMBER TRENCH, 1 2.83'W x 42'L x 2' EFF. DEPTH LOCU5 15 IN WIND EXP05URE ZONE "B"
INVERT EL. INVERT EL. INVERT AFTER ALL LINES HAVE BEEN SEALED IN[PLACE.
' Y SIDE WALL: [42+42+ 12.83+12.83] x 2.0 = 2 19 SF
14.41' _ GAS 14.16' BOTTOM: 12.83 x 42 = 538 5F
LlgUld Level 48 BAFFLE INVERT ADJU5TMENT5 SHALL BCE MADE BY FILLING WITH 757 x 0.74 = 5G0 GPD TOTAL DESIGN FLOW PROVIDED
DURABLE AND NONDEFORMABLE MATERIAL PERMANENTLY NO GARBAGE DISPOSAL ALLOWED
FASTENED TO THE LINE OR RECONSTRUCTING THE LINES
r a UNTIL ALL INVERTS ARE OF EQUAL ELEVATION.
•yr i r:'r ,',, «'r, ` ?=t + '+ +•;'' ANY AT-GRADE COVERS SHALL BE
SECURED TO UNAUTHORIZED ACCESS.
PROP05ED 1 500 GALLON TANK#2
(I 10 GPD @ 200010- USE 1 500 GALLONS)
` PLAN LEGEND
sic/° TP
SOIL TEST PIT
SEPTIC TANK NOTES:
EXISTING CESSPOOLS (2)TO BE AIBANDONED
ANY AT-GRADE COVERS SHALL BE SECURED TO UNAUTHORIZED ACCESS. r / / 1
/ � / ^N / PROPOSED
TEES SHALL BE CONSTRUCTED OF SCHEDULE 40 PVC AND SHALL EXTEND A / 1 / ( 1 500 GALLON \
..,_ • PROPOSED 4"PVC CLEAN-OUT WITH
�` // 6 /✓ "� trj� \$/ TANK#I \�^\ �' CO
MINIMUM OF G"'ABOVE THE FLOW LINE OF THE SEPTIC TANKS AND BE ON \, SCREW TYPE CAP TO GRADE
� O � OF a LAWN�' rye'
THE CENTERLINE OF THE SEPTIC TANKS LOCATED DIRECTLY UNDER THE �j TP3 J� 7 0 /
CLEAN-OUT MANHOLE. O
\�co O / 83• 0 ����/ ? �� / CESSPOOL#I \ \ / \/ W""---- REPORTED DWELLING WATER
o O / / SERVICE LINE
ANY AT-GRADE COVERS USED SHALL BE SECURED TO c0/ ty0 / / / EXISTING WASHER \ / i
i / ABANDON),
UNAUTHORIZED ACCESS. / \ DRYWELL TO BE \ / - REPLACE COTTAGE WATER
5'STRIPOUT / W2 SERVICE LINE
/ `v � ° � / ° `"J ^ �`` ABANDONED ~ %
501L DATA: n
THE INLET PIPE ELEVATION SHALL BE NO LE55 THAN 2" NOR MORE THAN 3" TEST DATE: 08-27-1 5 COS, CO
P# 14744 PROPOSED ° , ��\ �\ , �S PROPOSED 4" SCHEDULE 40
ABOVE THE INVERT ELEVATION OF THE OUTLET PIPE. SOIL EVALUATOR: 5, DOYLE(03/95) 1 5DO GALLON / / ,� -� �� �` i b PVC SEWER LINE
WITNESSED BY: DAVID 5TANTON, R5 I•ANK#2 / �2' i / D/ ey / S `. i
THE SEPTIC TANKS SHALL BE INSTALLED LEVEL AND TRUE TO GRADE ON A LEVEL, TP I TP2 \�`
CRAWIL
STABLE BASE THAT HAS BEEN MECHANICALLY COMPACTED AND ON WHICH PERC RATE <2 M/I - C LAYER PERC RATE <2 M/I - C LAYERsr"nce
6"OF CRUSHED STONE HAS BEEN PLACED TO ENSURE STABILITY AND EL. I G.5' EL. I G.5'
0 FILL 5L I OYR 3/2 0 FILL SL I OYR 3/2 co DRIVE"- i
TO PREVENT SETTLING. G OLD SL I OYR 2/2 G DAD NG I ° 4 I ' 30°W / ° C,� K ^/,>
SL I OYR 2/2 cr Fc OV /
THE SEPTIC TANKS SHALL HAVE A MINIMUM COVER OF 12", WITH TWO 1 2" 1211 10,20 -' r^ °
20" MANHOLES HAVING READILY REMOVABLE IMPERMEABLE COVERS
Bw L5 I OYR 4/G Bw LS I OYR 4/G
OF DURABLE MATERIAL PROVIDED WITH ACCESS PORTS, nj �l, '' ✓ / -�\ / St;Ft GEN
32" EL. 13.8' 32" EL. 13.8' D� / EXISTING
THE TANKS OUTLET TEE SHALL BE EQUIPPED WITH A GAS BAFFLE. ' Oj CESSPOOL#2/ PdOTE#I I EXISTING I tiry �,� /
r INSTALLER SHALL USE ry 20' J (ABANDON) DWELLING,
MED. TO U PERC 53"' MED. TO EXPLORATORY MEASURES / �22�~ /
FINE SAND FINE SAND AS REQUIRED TO ENSURE , �� „sr"Ce \I !�,✓ i ` i
\ 45 M BENDS
FULL ABANDONMENT OF CO
C C EXIST. LEACHING
2.5Y 7/4 2.5Y 7/4 /
i
�• / (�4... COTTAGE. ,.,> �,`G �/ l I 1 h^ ° co,
s22 - BM: TOP OF PATIO / / / fy�//4 /
132" CID
EL. 5.5' 132" EL. 5,5' / 45°MAXBENNDS Coi' _ _- �\�� grG DATUM6NIAVD88 // // // _,/-S
NO GROUND WATER OK NO GROUND WATER OR i _ -
REDOXIMORPHIC FEATURES OBSERVED REDOXIMORPHIC FEATURES OBSERVED ,,2�- /Sy POp�OO�ff`f�1 _
SEPTIC SYSTEM UPGRADE PLAN
LOT I PREPARED FOR
GENERAL NOTES: ' /'00 �e BARN 11 N 4 2,854± S.f'
I . ALL THE WORKMANSHIP AND MATERIALS SHALL CONFORM TO DEP FCC ON � I ,,\ \ \ / / , , # 1365 MAIN STREET
TITLE V AND THE TOWN OF 5ARNSTA15LE RULES AND REGULATIONS 0 3o 60
TP3 TP4 F �y^` \ �� �� / / / ,� , COTUIT, MA55ACHU5ETT5
FOR THE SUBSURFACE DISPOSAL OF SEWAGE.
PERC RATE <2 M/I - C LAYER PERC RATE <2 M/I - C LAYER
\` �2$ ^ \ 1 / / / / ��O / Feet
2. ACCESS PORT5 OVER TANK TEES SHALL BE ACCESSIBLE WITHIN G EL I G.5 EL. I G.5 �� ^� `y s / / / / SCALE: 1 " = 30'
O 0 DATE: AUGUST 29, 2015
OF FINISHED GRADE, G1 FILL 5L I OYR 3/2 G„ FILL 5L ` I OYR 3/2 �� \`
3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF u. �\ �� 26 \ , /V
FILL GRAVEL 2.5Y G/4 FILL GRAVEL 2.5Y G14 ; . N . i -- / / ry / / tN OF SCALE: 1" = 30'
WITHSTANDING h-10 LOADING UNLE55 OTHERWISE NOTED. 30 OLD 30 OLD �� / t 1/ ^ /
4. THE EXCAVATOR/CONTRACTOR SHALL CALL"DIG SAFE"AND VERIFY THE LOCATION 39 q 5L I OYR 2/2 39 q SL I OYR 2/2 `\�� �`. i .2�/ �� / p // // orb SCO���e
OF SITE UTILITIES PRIOR TO ANY EXCAVATION, AND SHALL BE RESPONSIBLE FOR
�•. i'` 1 \ � / A.
�^ PLAN REVISIONS:
ALL MATTERS RELATING TO ELECTRIC AND/OR GAS EASEMENTS, Bw L5 I OYR 41G Bw L5 I OYR 4/G `� `✓� ; n� / i i g McGANN y
5. SEWER PIPES SHALL BE SCHEDULE 40 PVC. (4" DIA, UNLESS OTHERWISE NOTED) - , �\ ^ / / No.1224 `Q2
G. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE SHALL BE 54" EL. 12.0' S4" EL. 12,0'
MORTARED IN PLACE, r`
7. FINISH GRADE SHALL HAVE A MINIMUM SLOPE OF 0.02 FT. PER FOOT. MED. TOl rPERC 56"' MED. TO
FINE SAND LJ FINE SAND /// ,.esa
8. EXISTING SYSTEM COMPONENTS - IF ANY- SHALL 15E'A13ANDONED PER ��v / ►� �P�1V-1 0/M °a
TITLE 5 REQUIREMENTS. C C BM: TOP CB / / o�� PEGISTF �s9
9. THE EXCAVATOR/CONTRACTOR SHALL BE RESPONSIBLE TO CONTACT DOYLE 2.5Y 7/4 2.5Y 7/4 EL. 15.25-/� / / sTEpHE �o �y
DATUM: NAVD88± I i o N ► 09-08-201 5 HEALTH DEPT, REVIEW
AND A550CIATE5 24 HOURS PRIOR TO ANY REQUIRED INSPECTIONS. � , �c.� J. m►
10. ALL COMPONENTS SHALL BE MARKED WITH MAGNETIC TAPE OR Doy, ►
�� EL. 5.5' �� EL. 5.5' � � •o NO. 37g5g `'>►
COMPARABLE MEANS IN ORDER TO LOCATE THEM ONCE BURIED. NO GROUND WATER OR NO GROUND WATER OR �90� P
1 1 . WHERE A WATER SERVICE LINE 15 LOCATED LESS THAN TEN FEET ♦y✓ FSSION . 5TEPHEN DOYLE AND A550CIATE5
FROM ANY SYSTEM COMPONENT OR CROSSES A SEWER LINE, SAID REDOXIMORPHIC FEATURES OBSERVED REDOXIMORPHIC FEATURES 055EIRVED �► S!�f E�� � 42 CANTERBURY LANE
WATER SERVICE LINE SHALL BE SLEEVED IN PVC. EA5T FALMOUTH, MA55ACHU5ET75 0253G
12. ANY AT-GRADE COVERS SHALL BE SECURED TO UNAUTHORIZED ACCESS. r "l� TELEPHONE: 508 540-2534
13. PROPERTY PLUMBER REPORTS EXISTING WATER SERVICE LINE (-W2) 5JD5URVEY@AOL.COM
IN DISREPAIR, A NEW WATER SERVICE LINE SHALL BE INSTALLED TO REPLACE
EXISTING AT SAME LOCATION.