HomeMy WebLinkAbout1121 Great Island Road Proposed Subsurface Sewage Disposal Systemur,Lrry
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CONCRETE PROPERTY BOUNDS: Rl - THE LOT LINE NEAR THE NORTHEAST LOT CORNER; 0 -
►oritoe
t.
color
R
ether
4 - " +•
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ENGINEERING, INC FOR ADDITIONAL ELEVATION INFORMATION.
HLMIC
41,
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CONSERVATION NOTF S
SITE(YORK REOITIRENIF.NIS FOR I0o FT. BI FFF.R ZONE,
I. THE WORK LIMIT SHALL BE FITILD W f rif A SILT FENCE,
SUITABLE TO THE CONSERVATION COMMISSION, TO CONTAIN
THE WORK AREA. THE SILT FENCE MUST REMAIN IN PLACE
UNTIL THE ALTERED AREAS HAVE BEEN PROPERLY
STABILIZED PLANTINGS, MULCH SEED
/ bf.RS1fNATLDN.
2. TIIE DISTURBED OPI:NARF.AS SILALI BE LOANIED WITII A MIN.
OF6 INCHES OF HIGH QUALITY TOPSOIL, LIMED AND SEEDED
H ITE SUITABLE GRASS SEED SUCH ASA TYPICAL CAPE COD
CRASS SEED MIX
3. ALJ, OTHER DISTURBED EARTH AND GARDEN AREAS SMALL
RECEIVE LANDSCAPE RESTORATION IN ACCORDANCE WITH A
LANDSCAPE PIAN PROVIDED Bl' ALLEN W. ABRAHANISON AND
ASSOCIATES OF SANDWICII, MA AND BROOKSVILLE, ME- -
z 4. STAIRWAY CONSTRUCTIONWORK SHALL BE BY HAND WITH
- POST HOLES BEING THE LIMIT OF EXCAVATION. -
S. TIIF. COASTAL BANK SLOPE IN THE IMMEDIATE AREA OF THESTAIR SHALLBE PLANTED WITH 3 GAL. SIZE NATIVE SHORE -
HARDY SHRI!BS AND PLANTS WIIERE NEEDED TO MITIGATE
IMPACT FRONT THE STAIRWAY WORK ACTIVITY IF
NECESSARY.
6. ACCESS FOR THE PROJECT SHALL BE ALONG THE PROPOSED
DRIVEWAY FROM GREAT ISLAND RD. THERE IS NO NEED FOR
M %CHINE ACCESS CLOSER TILAN 50 FT. TO THE TOP OF THE
CTIASTAL BANK.
7. THE PROPOSED LANDSCAPE WALL SHALL BE A DRY MASONRY
EFFORT AND WILL REQUIRE MINIMAL FOOTING EXCAVATION.
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OF
IN
OF
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f/ SSESSU R.7 /-7/i s
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GENERAL NOTES
1. ELEVATIONS REFER TO NGVD DATUM. ELEVATION EENCHMARKS ARE THE TOP OF THE
CONCRETE PROPERTY BOUNDS: Rl - THE LOT LINE NEAR THE NORTHEAST LOT CORNER; 0 -
►oritoe
t.
color
2 SOUTHWEST LOT CORNER NEAR GREAT ISLAND ROAD. CONTACT CAPE COD
ether
4 - " +•
0.4
ENGINEERING, INC FOR ADDITIONAL ELEVATION INFORMATION.
HLMIC
41,
2.
ALL CONSTRUCTION MATERIALS SHALL CONFORM TO THE STATE SANITARY CODE, TITLE
U3-23.0
r :'
E
v
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! f • �\
3.
ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE HEALTH DEPT. AND CAPE COD
O�.
`
i
boat nod
ENGINEERING, INC.
\
w +o,
+ .- ' T•, - .
-
INSTALLATION CONTRACTOR SHALL VERIFY WITH PLUMBING CONTRACTOR THE SOIL
B
�a
lOYR SA
PIPE EXIT LOCATIONS AT THE FOUNDATION PRIOR 70 SETTING COMPONENTS AND
,
2t -ill -
MAKING CONNECTIONS.
Heol, baa
I\
S.
Z i
1{.i -I23
�• i S
= / .•-1 -
_
PROVIDE A 20 FT. LENGTH OF SEH. 40 PVC SOIL PIPE CENTERED ON THE POINT OF
deanw.
-
Q
CONSERVATION NOTF S
SITE(YORK REOITIRENIF.NIS FOR I0o FT. BI FFF.R ZONE,
I. THE WORK LIMIT SHALL BE FITILD W f rif A SILT FENCE,
SUITABLE TO THE CONSERVATION COMMISSION, TO CONTAIN
THE WORK AREA. THE SILT FENCE MUST REMAIN IN PLACE
UNTIL THE ALTERED AREAS HAVE BEEN PROPERLY
STABILIZED PLANTINGS, MULCH SEED
/ bf.RS1fNATLDN.
2. TIIE DISTURBED OPI:NARF.AS SILALI BE LOANIED WITII A MIN.
OF6 INCHES OF HIGH QUALITY TOPSOIL, LIMED AND SEEDED
H ITE SUITABLE GRASS SEED SUCH ASA TYPICAL CAPE COD
CRASS SEED MIX
3. ALJ, OTHER DISTURBED EARTH AND GARDEN AREAS SMALL
RECEIVE LANDSCAPE RESTORATION IN ACCORDANCE WITH A
LANDSCAPE PIAN PROVIDED Bl' ALLEN W. ABRAHANISON AND
ASSOCIATES OF SANDWICII, MA AND BROOKSVILLE, ME- -
z 4. STAIRWAY CONSTRUCTIONWORK SHALL BE BY HAND WITH
- POST HOLES BEING THE LIMIT OF EXCAVATION. -
S. TIIF. COASTAL BANK SLOPE IN THE IMMEDIATE AREA OF THESTAIR SHALLBE PLANTED WITH 3 GAL. SIZE NATIVE SHORE -
HARDY SHRI!BS AND PLANTS WIIERE NEEDED TO MITIGATE
IMPACT FRONT THE STAIRWAY WORK ACTIVITY IF
NECESSARY.
6. ACCESS FOR THE PROJECT SHALL BE ALONG THE PROPOSED
DRIVEWAY FROM GREAT ISLAND RD. THERE IS NO NEED FOR
M %CHINE ACCESS CLOSER TILAN 50 FT. TO THE TOP OF THE
CTIASTAL BANK.
7. THE PROPOSED LANDSCAPE WALL SHALL BE A DRY MASONRY
EFFORT AND WILL REQUIRE MINIMAL FOOTING EXCAVATION.
O T 4.?
OF
IN
OF
g" +
ToP Rs>/111
RrSE RVN � o gE PILI °
x/z"
E STq /3 /tf/E /.J /�/ 7-y nP ST/T/NEE/j
PA/O/t To sr ~Sr-,
NC /?/SE /C .QOA/iUs k a
LOT 42 (/g)
f/ SSESSU R.7 /-7/i s
�POSEO
qri OCj'`TREE '� T�t:�isROVNO
oA.
�Pn oPo s Ez�
1 WELL
w
?c w
2ZS�`
,1
x+
O
\ F�
II \ \ Pre
X05 u
9P OF COA/C - /:�/-20/P'EZ T/'
cFY = Z6-ss,v�-vim
21
Lor 4/
_ Z6
I
GDF) S, -A4
i
,r
17• 1 /
2'xC,"/3[cK/ivCr :1 -9" 4` /COSTS
-4 Fr
/ F/vT
2.A1/0„ _ I
2"Jr 8" sn1/T '- I I FILL F/Snm£ Lur»t3E2
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• I I
LA (NO seA,4Z i
ZS /
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GENERAL NOTES
1. ELEVATIONS REFER TO NGVD DATUM. ELEVATION EENCHMARKS ARE THE TOP OF THE
Z
ZONE OF //V F2-vE.vcE TaF OF CO/vr-, /=/ZO/oew7-j"
L/n/ES As AUTusrE� / /'' l30v/vp EL /8.96 NGYp
2oFr vvEsr /
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zz
PLOP L2.9 � � / ' � )gyp• // i
OSE
0P77V v�L zz-7
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Gz/EST caT7gbE 23.0 S�,�J�DS DRi �L r -4
1 �rAN/ rfi/z r FL o w ; 110 p .11 p / Q ' y
/ TO SEP>^iG T.`+NA' / O ( Z3' GE I _�_�...._-..,.L
.aro r2- • 0, (-
L
L = yy /
0 1 ful �� / JC _ O.
_ 0 {IY
I 04' P
R Po SEG p J J �o P Ey o , I
--__ z). I Q 1 09
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-t �AlE-,na a / Q 0FLn G,00LF- {
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39'I - I 1 rP4cE 9/ 2L ZZ �F// ' �y !( ���' �(/// a oPG / O
V �f
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17•_ 26 -�sr
1 R
5 / o s
1 1
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OP Ery/ ELEVATE fj , 10 0� d 4, L
/3EA CH A6C E SS (/ J
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DESIGN DATA z 5' 2 � _ J / DP�PX_x
SYSTEM DESIGNED FOR GARBAGE DISPOSAL g 8.00 ,
HYDRAULIC LOADING -6 BEDROOMS X I IOGPD/BR -660.0 GPD DEEP OBSERVATION HOLE d 1 DEEP OBSERVATION BOEX N2 /'�' L O
TANK DESIGN Perferaed by Robert M. Perry, P.L Performed by RobertM. Perry, P.L > E
PROVIDE TWO SEPTIC TANKS IN SERIFS TM Dsfr. Morch 31, 1919!; Wkaaa: Amy Veo Have, Ysrmeeih Bnllh DepL Teat Dota March 31,1999 ; Witness: Any Ven Hone, Yaraeeth Bnith DML
ide,atbn
CONCRETE PROPERTY BOUNDS: Rl - THE LOT LINE NEAR THE NORTHEAST LOT CORNER; 0 -
►oritoe
t.
color
2 SOUTHWEST LOT CORNER NEAR GREAT ISLAND ROAD. CONTACT CAPE COD
ether
4 - " +•
0.4
ENGINEERING, INC FOR ADDITIONAL ELEVATION INFORMATION.
HLMIC
41,
2.
ALL CONSTRUCTION MATERIALS SHALL CONFORM TO THE STATE SANITARY CODE, TITLE
U3-23.0
r :'
E
S AND TOWN OF YARMOUTH HEALTH REGULATIONS.
lOYR Sl2
! f • �\
3.
ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE HEALTH DEPT. AND CAPE COD
{-f
i
boat nod
ENGINEERING, INC.
w +o,
+ .- ' T•, - .
4.
INSTALLATION CONTRACTOR SHALL VERIFY WITH PLUMBING CONTRACTOR THE SOIL
B
' :�--•\¢`•�f" '4
lOYR SA
PIPE EXIT LOCATIONS AT THE FOUNDATION PRIOR 70 SETTING COMPONENTS AND
,
2t -ill -
MAKING CONNECTIONS.
Heol, baa
2.SY S/1
S.
WHERE THE PROPOSED WATER SERVICE PIPE CROSSES THE GUEST COTTAGE SOIL PIPE
1{.i -I23
�• i S
= / .•-1 -
- G
PROVIDE A 20 FT. LENGTH OF SEH. 40 PVC SOIL PIPE CENTERED ON THE POINT OF
deanw.
and
CROSSING. PRESSURE TEST TO INSURE WATER -TIGHTNESS THE SOIL PIPE FOR GUEST
COTTAGE CONNECTION TO THE SEPTIC TANK MAY 1E INSTALLED AND CAPPED PRIOR TO
GUEST COTTAGE CONSTRUCTION IF NECESSARY TO LIMIT FUTURE LANDSCAPE
y
DISTURBANCE.
6.
A S FT. PERIMETER EXCAVATION IS REQUIRED TO REMOVE UNSUITABLE SOIL AROUND
-'-"
AND BELOW THE SA.S. TO A DEPTH OFAPPROXIMATELY 7 FT. REMOVE THE SURFACE��
SOILS AND THE CI SOIL LAYER SHOWN IN THE SOIL TESTS. REPLACE EXCAVATED SOIL
WITH A SUITABLE SAND FILL MEETING TITLE S SPECIFICATIONS. CONSTRUCT THE SAS IN
.=-.
THE NEW MATERIAL, REUSE EXCAVATED TOPSOIL AND SUBSOIL FOR EARTH COVER AS
fu�KET
NEEDED.
RAp
7.
INSTALLER SHALL CONTACT CAPE COD ENGINEERING, INC. (508.1964861) FOR A SOIL
- .
QUALITY INSPECTION OF THE PERIMETER EXCAVATION. CONTACT THE ENGINEER IF
LOCUS MAP
ANY QUESTIONS OR DOUBTS ARISE REGARDING SOIL. CONDITIONS ENCOUNTERED DURING
2 £ L)
CONSTRUCTION.
8.
INSTALLER SHALL CONTACT ENGINEER ALSO AT COMPLETION OF CONSTRUCTION FOR
SYSTEM CERTIFICATION IF REQUIRED BY THE TOW)(.
LEGEND -
9.
NO KNOWI)( WELLS EXIST WITHIN 200 FT. OF THE PROPOSED SEPTIC SYSTEM OTHER THAN
-
THE PROPOSED WELL INDICATED. NO KNOWN SEPTIC SYSTEMS EXIST WITHIN 200 FT. OF
-s'-
EXISTING ELEV. CONTOUR
THE PROPOSED WELL OTHER THAN THE PROPOSEDSEPTIC SYSTEM SHOWN.
Tz.o
EXIS'DNGSPOTFUV.-
10.
PLAN REFERENCE: LCP E 4075 3, SHEET I I OF 13.
11.
ALL LAND AREA ON THE COASTAL BANK BELOW" ELEV.-19 LIES WITHIN THE COASTAL
2Z""
PROPOSED SPOT tLEV.
FLOOD ZONE' V 9' WITH BFE -19. THE UPLAND FORTION OF THE SUBJECT LOT 42
-[�}-
PROPOSED ELEV. CONTOUR
INCLUDING THE ENTIRE BUILDING SITE LIES WITHIN FLOOD ZONE'C'.
®
rRoPosEDsErrICTANK
0 -
PROPOSED DISTRIBUTION BOX
PROPOSED SCIPM SOIL AR.SORPTMIN SYSTEM
6 -
SOIL TEST LOCATION -
Z
-z�I
'! 9
�-�-�•
-
mrOPswn
20
"' • ...
ton R. AND m R. BUMR ZONE LINE rROM WETLAND EDGE
x -x -X-
PROPOSED WORK LIMIT
•
r..
PROPOSED WATER MAIN/SERVICE.
/
UNDERGROUND ELECTRIC UTnXM '
OVERHEAD WIRES
`tAA
CENTERIJNE
/
R
PROPERTY LINE
Z
ZONE OF //V F2-vE.vcE TaF OF CO/vr-, /=/ZO/oew7-j"
L/n/ES As AUTusrE� / /'' l30v/vp EL /8.96 NGYp
2oFr vvEsr /
-------------
uE /
zz
PLOP L2.9 � � / ' � )gyp• // i
OSE
0P77V v�L zz-7
' FCR Fu TYRE ' P • 1 / Ui
Gz/EST caT7gbE 23.0 S�,�J�DS DRi �L r -4
1 �rAN/ rfi/z r FL o w ; 110 p .11 p / Q ' y
/ TO SEP>^iG T.`+NA' / O ( Z3' GE I _�_�...._-..,.L
.aro r2- • 0, (-
L
L = yy /
0 1 ful �� / JC _ O.
_ 0 {IY
I 04' P
R Po SEG p J J �o P Ey o , I
--__ z). I Q 1 09
�� Tv
-t �AlE-,na a / Q 0FLn G,00LF- {
\\V I
v _ -
4. Rawl Cf // 1 (,� Far V��I
C
39'I - I 1 rP4cE 9/ 2L ZZ �F// ' �y !( ���' �(/// a oPG / O
V �f
I 2b
17•_ 26 -�sr
1 R
5 / o s
1 1
\ Y � x\X\ x )e �Q s L Pv L� �l
OP Ery/ ELEVATE fj , 10 0� d 4, L
/3EA CH A6C E SS (/ J
v
DESIGN DATA z 5' 2 � _ J / DP�PX_x
SYSTEM DESIGNED FOR GARBAGE DISPOSAL g 8.00 ,
HYDRAULIC LOADING -6 BEDROOMS X I IOGPD/BR -660.0 GPD DEEP OBSERVATION HOLE d 1 DEEP OBSERVATION BOEX N2 /'�' L O
TANK DESIGN Perferaed by Robert M. Perry, P.L Performed by RobertM. Perry, P.L > E
PROVIDE TWO SEPTIC TANKS IN SERIFS TM Dsfr. Morch 31, 1919!; Wkaaa: Amy Veo Have, Ysrmeeih Bnllh DepL Teat Dota March 31,1999 ; Witness: Any Ven Hone, Yaraeeth Bnith DML
ide,atbn
depth (fe.)
►oritoe
teEtare
color
m•ttlioi
ether
:U.S-233
0.4
O
HLMIC
U3-23.0
1-6
E
loam teed
lOYR Sl2
23.0-22.1
{-f
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boat nod
IOYR 3/1
32E-211
f -2E
B
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lOYR SA
212-169 .
2t -ill -
G
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and
el. 200% X 660 GAL. -1,320 GAL - PROVIDE 15H GALLON SEPTIC TAMC, H-10 r �0 O CX/S T//V (r S-7-e",E -
N2. 100.6 660 - 660 CAL. - PROVEDE 1000 GALLON SEPTIC TANK, H-10 a /' i � .TE r -r )e
SAS DESIGN Ar
PERCOLATION RATE - LESS THAN 5 MPI Z r / • `
LONG TERM HYDRAULIC LOAD RATE - 0.74 GPD/S.F. J IS - 0.49GAL/S.F. ,/ 4�
SIDEWALL AREA (2 UNITS)(2x39'+12.13')(2') - 414.6 S.F.
BOTTOM AREA - (2 UNITS) 39'z 12.13'- 1,000.7 S.F. Z 3 '
LOADING: (414.6 S.F. + 1000.7 S.FJ 0.493 GAL&FIDAY - 697AGPD
TOTAL LEACHING CAPACITY = 697.8 GPD 21
PROVIDE 2 SEPARATE GALLEY -TYPE LEACHING UNITS EACH CONSISTING OF FREEST 2 L
CONCRETE, SOO GALLON, H-20 LEACHING DRYWELLS, END - TO - END, CENTERED IN A 31 FT. Depth material: Ice Cooaet Deposit Parent o Grounrilb Its w. mot Deponit
LONG X 12A3' WIDE TRENCH, SURROUNDED BY V." TO I X" DIAMETER, DOUBLGWASHED STO.N E- Pere. es Gate Presoaked.
d. Perks&cocau1aed Depth to Cata See test Rot encountered
Pere. lert data: Tn'efeohed. Perhed. l2" - f" : 2 min. 6 ase; f" - P :{ nin. 4 ser. Pars. Ent dna: See teat / 1
SET TO THE SPECIFIED ELEVATIONS, AT THE LOCATION SHOWN ON THE PLAN. Ross am of percolation teat hole 691121achen depth PERCOLATION RATE ; Lan than S MPi -
PERCOLATION RATE t Lan than S MPI
SEj�TIG S\(STEM QT20FIL,•E
SCALE-
IACNL10Lb GOV[R-MIN.OIA.24' "ANI -TOLE. 6L COVER-MIN.OIA-24" Be�MANHOLt WITH CoNCMI TE
•Eta»U6NT U TO WIT}il K. G" Or - '51m>ue.WT UP-MWITHIN G•' Or 2" LAVER �-�8•-� GOVCQ � T-12A.ME BWjC )SSPT
FINt*5HED Gltgpt FiNIsHeO GPta17E WASHnD SIZ>NL WaHiN 6"oF FtwisHED GIZA.DE
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'BAFFLE sTeNe I a C] aQ OIIIIO a o QIIIaQr�C1000CJQ •,•S, Z,
LIQUID LIQUID ��-----••fff FF ----
4 LEVEL a aaa mama Q Q cto as 0aclMEl Q _
O.5' of j/ " Tb LEVEL , ,
Ihv0 STONL , 'Di6Tt7I6UT10N -FSOX .r
BELOW TANK - . - 3 • o
• - =2JVe RT Gl.t_V ATONS � $.B• OT"R>M DF
. rA •' - • Pit'` -• ♦ , e • r ♦ ,• • a ,- - -�..�. • .~ ' '..N ..�. .♦ e • ,• • • .- OF ALL OUTLETS Tb IWASNE� �'TO UC: •�.� eM
worm: F ♦ c o` . • I` V n `': ♦'• ♦ O \• BE TLJC SAME OR. -I�
ALL P1rL 'It> Ct F a - o� ° USE, RnTA71NG'-VVIFR
jo04,1V,C.TIGHT G'PTIC TgNIt SEP�t� TANIG oUrLETS 7SYPICAL LM/k(=+-4 Sy"SrL-M CR,0�-SCGTION
SOINT. c,ITTY�.. /3 o O CaAL LIONS -y /00 a -
PRLCA6T T2CINF02GGD O=NCRT-Tt ��'C't' C�.L LO NS OUTLET PI PES SHALL et` +• -No r >-
PRL` CAS'T•1ZCDyF-0RCCD OONCRE.Tt LEVEL FOR AT LrAST / y G •i3 ! L C Y S /' F!.•'C
TWO PP -LT
elevation
depth (Ln.)
horizon
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other
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HEMIC
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PLH/V sC�LE /"= 20•
PLAN OF PROPOSED SUBSURFACE SEWAGE DISPOSAL SYSTEM
FOR A PROPOSED SINGLE FAMILY DWELLING
SCALE:ASNOTED LOT 42 GREAT ISLAND ROAD
DATE: MAY 14,2002 WEST YARMOUnI, MASSACHUSETTS
CAPE COD ENCI.NEERWG, INC
SO LELAND RD. BREWSTER, MA 02631 508-8�.r96-4861
LOCUS: ASSESSORS' NIAP 3, PARCEL C 4L DRAWING NUMBER
J 3
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