HomeMy WebLinkAbout83-1561 - Site Plan 2l
CONSERVATION NOTES
SiTF WORi: RFOUIRENIFNTS FOR 100 FT BUFFF,R ZONE.
I. THE WORK LIMIT SHALL BE MAINTAINED AS IT CURRENTLY IS
WiTli A CONTINUOUS HAY BALE SILT FENCE TO CONTAIN THE
WORK AREA. THE SILT FENCE MUST REMAIN iN PLACE UNTIL
THE ALTERED AREAS HAVE BEEN PROPERLY STABILIZED
TiON
1 ' �
4
rel i�nw �r �
WITH PLANTINGS, MULCH AND SEED GERM NA
2. THE DISTURBED OPEN AREAS SHALL BE LOAMED WITH A hili.
-_���_� J
_ __
feature
r �� VS
OF6INCI[ESOFIHGIIQUALITY TOPSOIL, LIMEDAN'D.SEEDED
-�
_[L /
A
L
WITf! SUITABLE CRASS SEED SUCH ASA TYPICAL CAPE COD
Y
U.3 -12.4
10 - 33
D
GRASS SEED MIX.'
3. ALI. OTHER DISTURBED EARTH AND GARDENA REAS SHALL
/� c
w
~� f'
12.4-5.1
L /
RECEIVE LANDSCAPE RESTORATION IN ACCORDANCE WTTII A
med. sand
2.5Y7R
.
LANDSCAPE PLAN PROVIDED BY ARCHITERRA OF COTI'iT, MA;
4
�-
-.508-420.1145
4. ACCESS FOR TI IE PROJECT SHALL BE ALONG THE PROPOSED
DRIVEWAY FROM }VEST RD. AND VALLEY RD. THERE IS NO
NEED FOR MACHINE ACCESS CLOSER THAN 50 FT. TO THE TOP
_ _ -
r/ /
/
/
- - - -- - - - -
% L
k '� o. g
L. la
$C0�!' ( If1,a Z�`
G E N �
OF THE COASTAL, DANK ANY ACTNITY BFTWEEN THF. J C �- � r e _- � � -¢}- PRonn s19D Go N POSED teexleve An"
PROPOSED DYVF,LLING AND WORK LIMIT SHALL BE • /' / -�C i � '` -., cxtarl N4 coN V ICOtSfINm Lata rr RLNATI
r
ISIINTAtIT.F.D. /. C, J,_ J i y �i! i. /r -w wATt�St LtNC R xxx ��
5. THE PROPOSED LANDSCAPE STONE WALL ADJACENT TO THE ------ � k. f �- ' LILT HOLE LOe� TION
e C G ' ®rraotroaep zc'- �serttcvsN M057Mss�TY LAW:
DRIVE SHALL BE A DRY MASONRY EFFORT AND WILL REQUIRE j % �' /
hi(NIAi,4L FOOTING F.XCAYATlO -_ `~ ` % �. >aD Ottii11tJ16p710N 60X xa. ryROPtl91ID SPt7r' •Ll.VATIO N
q - - G, - --k / i , R20P'btStaD SAS mCM"R uwm Lmu-ry
00 �S wc.c k Ur tr s_Ft cF
---- --- fit+^.. X r j GROX. NG NOTES
� -- •"`� � ' _ d ' - � � �' � � ' ; e ELEVATIONS REFER TO APPROX. NG4'D. EL£VATiON BENCI{MARS iS TILE
1E PLA
,_-� . �" %' � -' i'' " (' ��` � : �'��� •' eo Jn F rE f±, r TOP OF THE EXISTING BEACH STAIR LANDING AS INDICATED ON THE N.
- " /' �S C • \� / N FOR ADDITIONAL ELEVATION DATA POINTS CONTACT CAPE COD
1
ENGINEERING, INC.
2. PLAN REFERENCE: PROPERTY LINE DATA PROVIDED BY SOULE LAND
,' N• L P / ,.� - - SURVEYING OF BREWSTER, MA AND PIAN BOOK 569, PACE 61
J1 --� J t // •%r: F _ 3.. ALL CONSTRUCTION MATERIALS SHALL CONFORM TO THE STATE SANITARY
/ 4 f '� I / n CODE, TITLE 5 AND TOWN OF YARMOUTH HEALTH REGULATIONS. -
-
+/ h�-- Z i_ J� c `/- C +, 4. VERIFY THE NEW SOH, PIPEELEVATION AND CONDITION PRIOR TO SETTING
14 . /i{� �/� % COMPONENTS.
�a rte.
,ALL INTUITABLE SOIL 1F ENCOUNTERED, SHALL BE REMQVED TO A .
DISTANCE OF 5 FT, FROM THE PERIMETER AND ENTIRELY $FLOW THE SAS.
r. (` y 1�, •' j _� I 6. INSTALLER SHALL CONTACT CAPE COD ENGINEERING INC. iF ANY
Z_ 0 %- / //'' QUESTIONS OR DOUBTS ARISE REGARDING SOIL CONDITiO\S F.NCOUNTERE
l�` • [. / DEP OBSERVATION HOLE $ l DURING CONSTRUCTION. '
_� _y ./ e L L % ' $erformed by DAVID 11L4SON, RS . 7. NO KNOWN POTABLE WELLS EXIST WITHIN 200 FT. OF THE PROPOSED SEPTIC
(
W'17 0 / f - I I, v l / 7 4, 4 i _ . != Test Data AUGUST 8, 2001; Witness: Am7 Von none, Yarmouth Health Dept SYSTEM.
$� .. . X ... VD LOANED TO
.
.� y /
l �t
Orval!
depth(in.) ,
horizon
feature
color
mottling other
r,
15.1 =14.3
0 - I0
A
loam. sand
lOYR 4R
�� ',
U.3 -12.4
10 - 33
D
loam. sand
IOYR 516
!
12.4-5.1
31.120
Cl
med. sand
2.5Y7R
.
S. THE CONSTRUCTION AREA MUST BE RE-CONTOURED A. �.
"RESEMBLE PROPOSED GRADES UPON COMPLETION OF ALL WORK SHALL BE
AS DIRECTED BY THE OWNER. - - -
9. STOCKPILE ALL USEABLE TOPSOIL FOR RESPRFADINC. THE DISTURBED _ -
AREAS SHALL BE LANDSCAPED IN ACCORDANCE WITH A LANDSCAPE PLAN -
PREPARED BY ARCMTERRA, P.O. BOX 204, COTUIT, SLA, 505420-1145 '
10. REFER TO ANY ORDER OF CONDITIONS ISSUED FOR THE PROJECT BY THE
YARMOUTH CONSERVATION COMMISSION.' ,
DFSiGN DATA
�` ;� •. _ }Lc L / \ SEPTIC TANK
�`•, � � ! i Parent Material:GLACLALOVFWASH
Depth to Gronndwater not enro0r.tnrd TIYDRAI'I.i17 LO %DING 7 BEDROOMS (E; 1!0 GPD/BEDROOM 770 GPD
Perc.testdala: PRE-SOAKEDAT691NCHESDFPTIt SEPTICTA1RSiT£IRON :200•G=t540.0-PROVIDE 2000 GAL. TANi:-R-20
. ll e J 24 GAL PASSED IN LESS THAN 15 AHNS_. AA:' MED DITY' CASE IRO\ RitiGS AND COVERS ON ANYACCESS MANHOLES
_ r �' - 1
PROPOSED FOR DRIVEWAY PAY EMENT COYER.
PERCOLATION RATE : Less than S DfPi •, r
`I¢1r\�/ DIFF? ORCPRVATOY ROLE a2 .S.4S..
1 �• ` L / / Performed fi7 DAVID MAm♦, RS PERCOLATION RATE - LESS THAN 5 MPl
Teo D+Ie At'GCST s, 2001: N n+e+s: Amy Van fton4 Yarmnotfi Bahh Dept BOTTOAS A CD SIDFWAi,i, LOAD RATE m 0.74GFD
fir.,.
•.
��,.'
yc
- I �.
T
..-,r. rr' ` - y`
memiat other
ISI -14.4
0-9
A
loam. and
\ \
�� ',
/ moo`
';' �.1\
..i; ,r is r «r• vi c F >.
AzI
loam. nail
10YR 96
!
12.4-4.1
34-132
74 �'oe
el�at 00
depth (in.)
heriroa
teanet
Color
memiat other
ISI -14.4
0-9
A
loam. and
10 YR 4
14.4 -12.4
1.34
R
loam. nail
10YR 96
!
12.4-4.1
34-132
Ct
med. and
2.Si•714
SIDFWALL AREA - 2(59' + 12.8')(2') - 2872 S.F.
BOTTO:IIAREA{59')(12.8')P7S5,2S.F
TOTAL AREA HYDR.AMIC LOADING ' (1042.4 S.F,)(.74 GPDIS,F.)'= 771.4 GPD
TOTALSYSTrI►i CAPACITY 771.4 GPD
THIS DFSiGN iS NOTSL'ITADLE FOR USE WITH A GARBAGE DISPOSAL UNIT
^L''� CL '- T`+' �Z 1•. \' ` r' 7" '✓G _ - Parent material: GLACIAL OU WASB _ -
GOO L e 6- Depth to Ground.ra,er•. not enreuvtrred REVISED 7210.'02 ADD UTILITY
SEPTIC SYSTEMBEL W 7 E£DROOM CAPACITY
[�7�.G%P✓ L. 1 ' j - S(� \� f P \ Pere. ten dm: w te.l t COMPREVISRESSOR
128102 -ADD ITII.IT]' SPACE BELOW ICAL a- x I III-
A.C.
h ED x Y2C r C04iPRE5SORS ALONG STONE WALL; ADD TT'CICAL 87 X T. FOOL
.,�, / ':•�[ //'!'!- 'iPF.RfOLAT10S RATF:Les+thanSMPf
r EQIlIP1iF_\T SHED ON EAST SIDE OF POOL TF.RRACF, 74 IT. FR011 TOP OF
P.ANK-
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y.< nT✓G '% /: /dCEE�S P'?:
se t�T i c
E. ST SITE PLAN SHOWING PROPOSED
e•PMMHoLt W11TI4 CONCiZI`_TE SUBSURFACE SEWAGE DISPOSAL SYSTEM,
h,twNi-IDLE COVER-MtN.OIA•�Ja - . FOFAND A PROPOSED SINGLE FAMILY'DWELLING
v/' C y. �t'�rs 2 LAVER '/8•-� wm-8N mmi5NE7
J/'nvzo e.NT Ll L _M Aida ll W Or - i'! D WASt415S"tat Nf-//vim' / Gi..) � - ��' Z- - AT
1^'lNl'3Fitt7 -GRADE• ,. A .. ,i' .� YV_
. �,t fps _ ONE WEST ROAD, EST YARb10UTH, MA
IML•/6. C O r /4: T l2 f4 CLEAN
• a /�. CO MAK. 1gAcic F11•L ' , ASSESSORS' MAP 22; PARCEL 20.'
PREPARED FOR
OUTLET
E PAULTINSLEY . .
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2002 SCALE -1" =40'
0 0 C7 CI C7 II II C7 {� C7 C� Cs C1 Q Q C7 C7 C7 C7 Cl C7 4 ` 1 PREPARED $Y
4 Z' _ o- LsA, t -r E s7oN c `f Cl CI a 0 C CLCI C� Q Q CI C1 a Cl a a a C�C1 a Q -�-
r • ` .ams=, CAPE COD ENGINEERING, JNC
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wASHEo STa*tG- , �- -� `-T^M f 50LELANDROAD
edww TANK s :. _ r I q LEv. // c �N BRENVSTER AIA 02631
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TEL • 508-896-4$6
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