HomeMy WebLinkAbout83-1791 - Topographic Site Plan003N LOCUS MA
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�'t i -•`^• i r _ I �' = 20 -Wr •-- WATCH L194C.. � a57" 1iOtd L.oa�Q}ON
DNv PI�Q5CL7Y LINE
rseD o/sTtuscrnoN Box
��''��vv REnto�E cr/sr SOF �,- f•ROHCSEbS1gI�EISVATION
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A. 8 M
PERRY
CGENERAL NOTES
'/ �j Y ��"���..` _"� (t�"•"�_ ''` c. 5588 I. ELEVATIONS REFER TO NGVD. ELEVATION BENCHMARK IS A NAIL SET IN
THE BASE OF THE UTILITY POLE AT THE NORTH EAST PROPERTY CORNER
AND IS SHOWN ON THE PLAN. FOR ADDITIONAL ELEVATION DATA POINTS
Sok 6( ( P ` _ k : P� -.. D _ CONTACT CAPE COD ENGINEERING, INC.
le,ji L� ^".--,._,_. .5.yZ� 2. PLAN REFERENCE: LCP 24426 H AND A TOPOGRAPHIC SURVEY PERFORMED
v s c- f� i, , k l+'c�. ,.... ,S ON THE GROUND BY SOULE LAND SURVEYING, PETER SOULE PIS..
'��• k L- ••>, T 12 - -' _. - _ } 3. ALL SEPTIC SYSTEM CONSTRUCTION MATERIALS SHALL CONFORM TO THE
Z STATESANITARY CODE, TITLE 5 AND TOWN OF YARMOUTH HEALTH
-.c'Q - - REGULATIONS..:
4. A WORK LIMIT FENCE SUITABLE TO THE YARMOUTH CONSERVATION
_ -. - - COMMISSION SHALL BE SET IN PLACE ALONG THE DESIGNATED WORK
LIMIT- PRIOR TO ANY WORK OCCURRING AT THE SITE
! r';t s�'f--v;
cl�- � r = _ "t'� r �' f ` ' �/' z - SOIL E VALUATION 5. INSTALLATION CONTRACTOR SHALL VERIFY THE NEW SOIL PIPE CONDITIO
0 G 1 Pa, - k - ,
( a ao - .` 4 of R D _ _ y ' r_ . AND ELEVATION PRIOR TO MAKING CONNECTION TO THE NEW SEPTIC TANK
[`� _ t ,, j. ! .i- • _ ) I W - s/' �' - 6. EXISTING SEPTIC SYSTEM COMPONENTS SHALL BE COMPLETELY REMOVED
_ DEEP OBSERVATION HOLE # 1 FRONT THE STI'E-..; -
t / " :�r Test Date: MAY 22, 200';
) J F✓,�` R'itnns: Phil Renaud, Yarmouth Health Dept. representative 7. ALL UNSUITABLE SOIL OR FILL WHERE ENCOUNTERED, SHALL BE REMOVED
TO A DISTANCE OF 5 FT, FROM THE PERIMETER OF THE SAS. SOIL TESTS
n. 1 < j, ,y1 O 1 I < i.` J%i PERFORMED BY Robert M. Perry, P.E.14 Z
i G'� .. f [ � � ` ' - - - _ _ �- �` it ��-�; _ '' � = % ✓ _-_ a t
N
{
elevation
depth (n.)
horizon
texture
color
mottling
ether
5.7-4.0
0-20
A
med. and
10YR 513
5.0-2.9
13.38
4.0-2.6
20-37
B
loam. sand
10YR 516
38.96
C
2,6-(-)2.3
37_96
C
seed. land
2.5Y 514
INDICATE THAT ALL TOPSOIL AND SUBSOIL SHALL REQUIRE REMOVAL
PRIOR TO THE APPLICATION OF CLEAN SAND FILL.- -
8. EXISTING SEPTIC SYSTEM COMPONENTS SHALL BE REMOVED AND ALL
DELETERIOUS SOIL WITH IT SUBJECT TO INSPECTION.
9. INSTALLER SHALL CONTACT CAPE COD ENGINEERING, INC. IF ANY
QUESTIONS OR DOUBTS ARISE REGARDING SOIL CONDITIONS OR SITE
.CONDITIONS ENCOUNTERED DURING CONSTRUCTION.
10. ALL EXISTING UTILITIES SHALL BE DISCONNECTED AND REPLACED WITH
NEWSERVICES.
11. NO KNOWN POTABLE WELLS EXIST WITHIN 200 FT. OF THE PROPOSED SEPTIC
SYSTEM.
12.
-
12. DECORATTVE FACING TO BREAKOUT BARRIER OR LANDSCAPE
Parent material: Glacial aurwaah RESTORATION, DRIVEWAY SURFACING SHALL BE AS DIRECTED BY THE
1''`�' +•��_',�-_ PP^V �� CD \ _ S >^% r' f r a, 1 Depth to Groundwater. 56 inch depth (Flee. '• 1.0) OWNER
f„ 130'•. / G V
O,Q r .,<•F"ril p i f t , r (J '' <' l !� ,.� Pem lest data:See Tb # 2 FERC. RATE- Leu than 2 MPI 13. PLEASE REFER TO THE ORDER OF CONDITIONS ISSUED FOR THE PROJECT BY
29 f
well= w
f
Groundwater adjustment: Reference eMIR' or April w 09 Ddtt
.. adjustment
- THE YARMOUTH CONSERVATION COMMISSION AND ANY OTHER RELATED -.
Adjusted. Elevation w 1.9
CONDITIONS ISSUED BY THE YARMOUTH HEALTH DEPT_
i l`. ,`••� �'-'i`�� 2 ''' _.'_ 1 •���-�_ ` J rt, V r' DEEP OBSERVATION HOLE # 2
- •*.� '' '"'�_. -�... __ \� �. / )'C--",�„-._ �.. . __ ''�I t,j £ v Tn^natr. bfA
,� _ - x f�., _ ''- •r j� . \ p,r \'J Wit s. Phil Renaud, Yarmouth Health Dept. representative
` PERFORMED BY Robert M. Perry, P.E. - DATA
Z x
Sx^7cJ`GX ' .n if 0 � DE$IGND
�
i i
i
�
_ I
elevation
depth (in.)
horizon
texture
color mottling
other
6.1-5.0
0-13
A
med.land
IOYR412
5.0-2.9
13.38
B
loam. sand
HYR6/6
2.9-(-)1.9
38.96
C
med. sand
L5Y 614
HYDRAULIC LOADING 4 BEDROOMS @ 110 GPDIBEDROONI -440 GPD
SEPTIC TANK SIZE - 440.0 z 200% a, 880.0 PROVIDE 1500 GAL. TANK - H-10,
PERCOLATION RATE -LESS THAN 5 MPI
BOTTOM AND SIDEWALL LOAD RATE - 0.74GPD
SIDEWALL AREA NOT APPLICABLE W/ BED - TYPE SAS
BOTTOM AREA (30')(25'),w 750.0 S.F.
TOTAL AREA HYDRAULIC LOADING - (750.0 S.1F.)(.74 GPD/S.F.) - 555.0 GPD
TOTAL SYSTEM CAPACITY 555.0 GPD
*SAS CONSISTS OF A BED -TYPE FIELD WITH PERFORATED PVC PIPE AND
STONE SET TO THE ELEVATIONS SHOWN, SURROUNDED BY DOUBLE-
' _
Parent material: Glacial ewtwaeh
WASHED, a/,w TO 1 Y,w STONE W/2 LAVERS PERMEABLE GEOTEXTILE
---_ ``
r
Depth to Groundwater. 61 inch depth (Flev, w 1.0)
Pert. Tested: 12" to 9' in 4 min: 9' to 6' in 5 min. PERC. RATE w Leas than 2 MPl
FILTERCLOTH OVER THE STONE FIELD, ALLOW FOR AMPLE OVERLAP
��-
Groundwater adjustment: Reference well w M h IW 29 for April w 0.9 adjustment
5
tiw -
Elevation 1.9.9
THIS DESIGN ISNOT SUITABLE FOR USE WITH A GARBAGE DISPOSAL UNIT
q
a
se P r I G
is y s -r E M 1=s7a0F I L_L_
TOPOGRAPHIC SITE PLAN SHOWING PROPOSED '
REMOVAL OF AN EXISTING SINGLE FAMILY
1r1JsNL1oL1S Coven-rA1N.o1/a.24•
n£ 4 e vF,V>
- `DWELLING; ...
WI
JT5RDU6HT U+a'R3 TI.Imw oP
F%M45Hea ��e
- Povr,n. i �F
PROPOSED CONSTRUCTION OF AREPLACEMENT
INV* 1'.00
E'AR�fE.Q isRE
SINGLE FAMILY DWELLING
v" �F "" `�
AND SUBSURFACE SEWAGE DISPOSAL SYSTEM
t f t
�,<„ L e r ,a �E E[ . = 9 0 r n , t.E e• > : ���sc / = ;' r.a r
AT
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TIM
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- 356.GItEATISLAND ROAD -
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FL
WEST YARMOUTH, MA
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ASSESSORS' MAP 14 PARCEL 137- _
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PREPARED FOR
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E. PAUL TINSLEY
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Tral llSUT1oN T3o2f
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SfiS G'�•7T0/1y FLr6.cJ
.
250 COMMERCIAL STREET. SUITE 200 WORCESTER MA D16118
BELOW TANK
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SCALE - =20'
MAY 22, 2007 I"
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COD ENGINEERING, INC.
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ROBERTM.'PERRY,PE :
ALL Plf•tr TO Ct
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TANIL �N-/O�
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P.O. BOX 1517
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RF✓. G -Z 1. O % TEL - 508-385-1441
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