HomeMy WebLinkAboutEngineer PlanSITE PLAN
,—-SCA "—
B.M:-=-318_.90' (APPROX. NG
.ON CONCRETE BOUND
#56 LUMBEZTRA\
M/P:
TOWN
SHED
reW��ing
LOT 5
AREA=10,000±SF 1,
H.
I� X `10,
Open Space
M/P: 74-63
Area: 21,897'±SF
L01
#42 LUMBERJACK TRAIL
40 M/P: 74-59
TOWN WATER
X 38.72'
40.84'
i-39.76'90
JP
utility bundle/
Permit valid for REPO 1,,20L fE Tt7�� YSTEM
QNLY, due to State an a
Hoard of Health review and approval is require
soy future additions/renovations/alterations to /
annage facilities and/or struclLy0061`1w n
Yarmouth Health Departm
APPROVED
X
H-10 500—gal chom'b,i
th 4' of stone all arour
,a 25' x 13' x 2' leach
B. FND
ALL OUTLET PIPES FROM THE
DISTRIBUTION BOX SHALL BE
SET LEVEL FOR AT LEAST 2 FT.
3 — 5" OUTLET
KNOCKOUTS
LEGEND
Test Hole Location ,4i'� !
Q
IT
L Lamp Post
—w— Approximate location
line
water line
isExistingExisting contour 3pGK
r__---
Existing 1,000—gal. H-10 �UW`
i loading septic tank —
_..--- .:
(to be pumped and removed)
Denotes Existing Septic Z
Components
0CHICKADEE LN
- Denotes Proposed Septic ,�
0
"WEST
YARMOUTH
Exiting SAS
(to s be removed) LOCUS
See construction note #13.
-- NO SCALE
Design C Iculations
Number of Bedrooms: uivalent to 330 Gal./Day
Garbage Disposal: o lowed`wi this design
Septic Tank Capocity d:' 330 x 200% =.660 pd.
Septic Tank Capacity Provided: Ing 1,000—gal 1 septic
TOM
Leaching Capacity Required: 330 gpd x LTAR= 446 SF Req'd Area
LTAR for Class I soil at <5 min./inch = 0.74 gal/sq. ft.
Proposed Leaching Structure: 1-25'x13'x2' Leaching Trench
Inch, Bottom Leaching Area Provided = 3 5 Ft.
Sidewall Leaching Area Provided = 1 sq. ft.
Total Leaching Area Provided -- 47 q. ft. > 446 sq. ft req'd.
Leaching Capacity Provided =477 sq. ft X 0.74 gal/sq.ft.=353
gpd,
GENERAL NOTES
1. ADDRESS: 34 LUMBERJACK TRAIL, YA OUTH, MA
2. ASSESSOR NUMBER: MAP 74 PARCEL 58
3. DEVELOPER'S LOT: LOT #5
4. TOPOGRAPHIC INFORMATION WAS COMPILED FROM
AN ON THE GROUND INSTRUMENT SURVEY.
5. TOWN WATER IS PROVIDED TO THE SITE & SURROUNDING PROPERTIES.
6. NO WETLANDS ARE LOCATED WITHIN 200 FEET OF THE PROPOSED SAS.
7. UTILITIES LOCATED BY DIGSAFE.
PROPOSED SAS
PLAN VIEW
12' --1 , CONCRETE COVER
12" INLET
6"
PLAN —SECTION CROSS SECTION
3 �QQLE H-2 TRIBUTION BOX
8. REFERENCE PLAN: LAND COURT PLAN 36400B, SHEET 1. PLAN BOOK 318 PAGE 2
TITLE 5 SITE PLAN OF 34 LUMBERJACK TRAIL, WEST YARMOUTH, PREPARED FOR
EDGAR DESOUZA" DRAWN BY DOWN CAPE ENGINEERING INC., DATED 11/28/11,
SCALE 1"=20'.
9. THIS DESIGN PLAN IS TO BE UTILIZED FOR THIS SEPTIC REPAIR ONLY.
10. EXISTING SEPTIC COMPONENTS LOCATED IN THE FIELD AND PER AS —BUILT ON FILE
11. THE SUBJECT PROPERTY IS LOCATED WITHIN A STATE REGULATED ZONE 11.
12. THE DESIGNER IS NOT RESPONSIBLE FOR UNDOCUMENTED SEPTIC COMPONENTS.
13. SITE IS NOT IN AN AREA OF CRITICAL ENVIRONMENTAL CONCERN.
14. SITE IS LOCATED IN A ZONE—X MINIMAL FL00 HAZARD AREA
PER FIRM PANEL 25001CO591J (EFFECTNE 7 16/2014)
PROPOSED SEPTIC SYSTEM REPAIR
PREPARED FOR
CAPEWIDE CONSTRUCTION, INC.
AT
#34 LUMBERJACK TRAIL
YARMOUTH, MA
PREPARED BY: A Per Fec t EnvIroY1P'1PYl't LLC
dba
Geo—Cape Environmental Consultants
100 Independence Drive, Suite 7-623
Hyannis, MA 02601
Tel: 774-238-1813
Email: operfectenvironment*gmail.com
SCALE: 1"=20' 1 DRAWN BY: TWH DATE: 15 SEP 2023
DATUM: APPROX. NGVD I FILE: 34LUM13ERJACK SHEET 1 OF 2
Existing Dwelling
CELLAR
WALL
Existin Grade 41't
Septic tank covers must be
S = 0 02, ft within 6" of finished grade
10, EXISTING
1000 GAL.
SEPTIC TANK
H-10
6" OF 3/4"-11/2" STONE
12" min. One tl,amber cover shall be
36" max. wtthln 6' of n;ed grade
E97=C===C3r_=
0 o C2 C3 O C
/ ( HOLE I 3 HOLE
DIST. B
D—Box cover
within 6" of
Not to Scale
be
d grade
Finished grade over
6" OF 3/4"-11/2" STONE
. 2'—i/6"-1/2' OWOIe—Woahatl Stone
geo—testle liter dolh
3/4'-1e Doubte—Washed Stans Mh
H-10 Ott
LEACHING CHAMBERS
CROSS—SECTION
Not to Scale
CONSTRUCTION NOTES
1. Contractor is responsible for Digsafe notification
and protection of all underground utilities, pipes, and site features.
2. The septic tank an distribution box shall be set
level on 6 of 3/4 -11/2" stone.
3. Backfill should be clean sand or gravel with no
stones over 3" in size.
4. This system is subject to inspection during installation
by Geo-Cape Environmental Consultants.
5. The contractor shall install this system in accordance
with Title 5 of the Massachusetts Environmental Code
and local Board of Health Rules and Regulations.
6. If, during installation the contractor encounters any
soil conditions or site conditions that ore different
from those shown on the soil log or in the design,
the installer shall halt installation and immediately notify
Geo-Cape Environmental Consultants.
7. No vehicle or heavy machinery shall drive over the
septic system unless noted as H-20 septic components.
8. Install Tuf-Tite gas baffle or equal on septic tank outlet tee.
9. All piping shall be SCH 40 PVC.
10. No wells are located within 150' of proposed SAS.
11. Provide 1 H-20 DB-3 distribution box and 3 H-10 500-gallon
chambers by Wiggin Precast or equal.
12. Provide magnetic marking tape for convenient location of components.
13. Existing SAS shall be pumped and removed. Fill shall meet specifications of 310CMR15.255(3).
One chamber cover shall be
within 6" of finished grade
Stone
H-10
LEACHING CHAMBERS
L2lWnbvs El".
Oote of SOIL EVALUATION: November 1 2011
luation Performed By. Arne H. Ojolo, P.
Test Hole Etev./GW Elev. Wttn s: Amy Von e, R.S.
Percol on:Rate: 2 m IN C1 at T.N. ��
Test Hole
No. 1
DEPTH
SOILS
ELEV.
0
Alm
48"
FILL
36.00
A/B
ILT—LOAM
52"
10YR2 1
..t.
sa
60"
10YR5 6
3 00
s
LOmNaY
"
10YR4 3
34001
C
son
132"
2.5Y6 6
29.00
o Observed Ground a
UNSUITABLE
MIN.
MM
Min. (6.8't
NOTE: 5' STRIPOUT WAS
PERFORMED AT 2011 INSTALL.
SEE CONSTR. NOTE #13
VARIANCE \
310 CMR 15.405(1)(a) — A variance is
requested to allow the proposed SAS to be
installed 5' from the property line in lieu of
the required 10 feet. The proposed SAS is
in the same location as the previous SAS.
1/2" Double—Woshed Stone
filter cloth
Elev =35.80'
A
SEPTIC
LAYOUT
SCALE:
1 "=20'
CORNER DWELLING/GARAGE
TO CORNER
COMPONENTS
A-1= 32'-5"
B-1=45'-6"
A-2= 51'-5"
B-2=27'-6"
.;
PREPARED FOR
CAPEWIDE CONSTRUCTION, INC.
AT
#34 LUMBERJACK TRAIL
YARMOUTH, MA
PREPARED BY: A Perfect Environment LLC
dba
Geo—Cape Environmental Consultants
100 Independence Drive, Suite 7-623
Hyannis, MA 02601
Tel: 774-238-1813
Email: aperfectenvironmentOgmoil.com
SCALE: 1 "=20' DRAWN BY: TWH DATE: 15 SEP 202:
DATUM: NGVD FILE: 34LUM8ERJACK SHEET 2 OF 2