BP-2004-36340LOCATION MAP
SCALE: I" = 100'
\�Q
\52 _
r
?i +N �,
ti
Of
Lot 2(Plan) ^� WETLANDS
5, Lot 10 LINE
1 / �i ,
t .
• Estate Lot 3 (Plan)
area= 286.826 sq. ft. • ! cs
Map 65, Lot 10- Iro
160 \59 a's
IV
03
i 5 \5
� coo y� 5io,�e 6 -,p\ /
/ �!/ Assessor Map 65, LOT 10-
2
Estate Lot 3 (Plan)
area=' 286,826 s . ft.
UPI-At�D AREA = LCo0,76551.Ft.
a TP,03 f /
\6\ .� �i5 Q BENCHMARK:
TOP OF ROCK EL.-- 160.83 • ���, �, j / / / 5 -
\ _ CP /
I
5 •9 p! \
/ r
�5b Notes:
1) LOCUS IS LOCATED IN A SINGLE RESIDENCE "B" ZONE
2) LOCUS IS NOT LOCATED WITHIN AN AQUIFER PROTECTION DISTRICT ZONE
3) LOCUS IS LOCATED IN A FIRM ZONE "C" AS DELINEATED ON FEMA FLOOD
INSURANCE RATE MAP FOR TOWN OF DARTMOUTH ON PANEL #250051,
-00158 DATED 6-1-83.
4) PERCENTAGE OF LOT COVERAGE = 3.5%(house 8 drive) 6.4% (Inci, common drive
)
5) HEIGHT OF BUILDING: SEE ARCHITECTURAL PLANS (MAX. ALLOWED IS 351
-iF LOT AS SHOWN ON "APPROVAL NOT REQUIRED PLAN OF LAND IN
DARTMOUTH, MA., PREPARED FOR MARIO M. 8 ISABEL M. FERREIRA
DATED 1-8-2002, REVISED THROUGH 8-14-2003. PREPARED BY
KENNETH R. FERREIRA ENGINEERING, INC. "
i
156
I
BUILDING DEPARTMENT
Estate Lot 4 (Plan) /
Map 65, LOT 10-3
BOARD OF HEALTH STAMPS
BOARD OF HEALTH STAK'.PS
AUG 2 7 2004
P.E. STAMP SEPTIC SYSTEM DESIGN PLAN
.
ti `5V'S .. OWNER: PETER PACHECO
Focus (Estate Plan Lot 3)
yc avEl
� ASSLSSORS MAP & . LOT: MAP. 65, LOT 10-2
QL4
�Rc HIX LE
VILLA E h►STIEP� STREET LOCATIOf4:- OLD. FALL RIVER ROAD
$crT:' Kenneth R. Ferreira Enginrerin , Inc.
rt: � �+ �t P.L.S. STAMP 46 Foster Street,New Bedford, a. 02740
`
Tel. (508) 992 0020 Fax (508) 992 3374
-
p °G tKCN*QFTH r
CHECKED BY: K. FERREIRA SCALE: _ t
co.,, 3 ��; �,F nF1r--PA CONTA P : K. A DATE: LIG. 25 4
* e--- °N1.28716
f
• K -
LOCUS MAP - NOT TO SCALE No. I REVISIONS
I SE 27275.3
Sh. I of 2
Z ;
GENERAL NOTES: new construction:
1. The sanitary sewage disposal system shown hereon shall be CONSTRUCTED IN ACCORDANCE with the
requirements of 1995 310 CMR 15 (TITLE V) of the State Environmental Code and local Board of Health
regulations. Any MODIFICATION TO THIS DESIGN must be approved in writing by the engineer and the local
Board of Health.
2. Contractor shall verify and check the BENCHMARK(S) as shown on this plan prior to construction.
3. Notify the local Board of Health when the system is ready for INSPECTION, prior to any backfilling. If
CONFIRMATION OF CONnTRUCTION (as -built) is required, 3 day advanced notification is required.
4. DEEP TEST HOLE INFORMATION indicates soil condition, percolation rate, and water table elevation at the time
and location of actual testing and should be verified at the time of construction. The contractor shall notify the
local Board of Health if GROUNDWATER or PERCHED WATER is encountered at a higher elevation than
indicated on this plan.
5. TOP OF FOUNDATION, BASEMENT and FIRST FLOOR elevations may be raised but NOT LOWERED without
the consent of the engineer.
6. Unless specified in the Basis of Sanitary Design, this system is NOT designed for the use of a garbage grinder or
other high water usage devices.
7. Where the building sewer pipe exits the foundation ABOVE the basement floor, an effluent a grinder pump
conforming to 310 CMR 15.229 may be used to discharge A VOLUME OF LESS THAN 25% OF THE DESIGN
FLOW from any future basement bathroom / sink facilities.
8. If any components of the proposed system are specified as HEAVY DUTY, those components shall conform to all
state and local requirements for ASSHTO H-20 loading.
9. The SEPTIC TANK shall be 1500 gallons minimum, unless otherwise specified on this design plan, and fitted with
PVC schedule 40 INLET TEE and OUTLET TEE WITH GAS BAFFLE of proper length. Septic tank construction
shall conform to 310 CMR 15.226. The SEPTIC TANK OUTLET COVER is to built up to within 6" of the finished
grade unless otherwise specified on this design plan.
10. SEPTIC TANK, DISTRIBUTION BOX, and PUMP CHAMBER (if any) shall be placed on a 6" minimum compactec
GRAVEL BASE to prevent heaving or settling. ALL SEAMS ARE TO BE WATERTIGHT, sealed with asphalt
cement or other cement suitable for that specific component.
11. EXCAVATE ALL UNSUITABLE MATERIAL within five feet horizontally of the leaching area from the pea stone
cover down to elevation El. F 149.0 (84 Inches below the original existing grade.) Excavation may be required to
extend deeper if uniform suitable material is not encountered. See notes 11a & 11 b.
11a &b SOIL PREPARATION PROCEDURE FOR THE LEACHING FACILITY AREA shall . conform to 310 CMR 15.2461
15.247. Any EXCAVATION OF UNSUITABLE MATERIAL designated on the plan shall conform to Construction it
Fill requirements as outlined in 310 CMR 15.255 (1-6).
12. ANY LEACHING AREA (OR PUMP CHAMBER) VENTS shall be constructed of 4" solvent weld SCH 40 PVC, The
twin 90 degree elbows comprising the "U" shall not be glued. Any D-box vent pipe shall utilize an inlet knockout.
Vent to extend 24" min. above proposed grade.
13. Any CLEAN -OUTS shown shall extend w/in 3" of fin. grade and capped with a SCH 40 threaded clean out fitting.
14. No HEAVY EQUIPMENT shall be run over the components or the prepared leaching area during installation.
RUBBER TIRE MACHINERY are not to be driven over the prepared natural soil base or sand/stone bed during I
system installation.
15. TANK SEAMS, riser connections (if any), and all plumbing joints to be installed 100% WATERPROOF. ALL
JOINTS MUST BE WATERTIGHT, sealed with rubber joints, cement or other suitable sealer for that specific
component. Any groundwater or surface water entering the system will severely limit the life span of the System.
16. All wells found within 200' of the proposed SAS are shown.
BASIS OF SANITARY DESIGN
Building Usage: 4 BEDROOM (Design for 5)
Title 5 Sewage Flow: 550 GPD
Septic Tank Size: 1600 GALLON
Garbage Grinder: NONE
Washing Machine: YES
Percolation Rate: TP 203 = 3 MIN./INCH, TP 204 = 3 MIN./INCH,
TP 501 = 9 MIN./INCH
Design Rate: 10 MIN/INCH CLASS II
PROPOSED LEACHING FIELD INFORMATION
Bottom Area: 24 ft. (width) x 40 ft (length) = 960 sq.ft.
Design Flow Provided: 960 sq. ft. x 0.60 gpd/sq.ft. = 576 gpd
SOIL SUITABILITY ASSESSMENT INFORMATION
Date(s): TP 203 & 204 on 8/5/2003 & TP 501 on 8/3/2004
Performed by: KEVIN SILVA
Witnessed by: CHRIS MICHAUD
DEEP OBSERVATION HOLE LOG
TP # 502 (ELEV=156.0)
Depth
from
Surface
Soil
Horizon
Soil Texture
(USDA)
Soil
Color
(Munsell)
Soil
Mottling
Other. Structure, Stones,
Boulders, Consistency, %
Gravel
0-2"
O
2-14"
A
SANDY LOAM
10YR 3/3
Friable, Boulders
14-26"
B
SANDY LOAM
10YR 516
Friable, Boulders
26-60"
C1
SANDY LOAM
2.5Y 6/2
MOTTLES
@ 36"
Firm, Very Fine, firm,
pockets of silt loam
60-132" 1
C2 ISANDYLOAM
2.5Y 613
Firm, gravelly, stones,
cobbles
PERCOLATION DEPTH = 84"
ELEVATION =149.0
BEDROCK DEPTH = NONE @ 132"
ELEVATION =145.0
SEEPAGE DEPTH = NONE@ 132"
ELEVATION =145.0
ESTIMATED SEASONAL HIGH GROUNDWATER DEPTH = 36"
ELEVATION = 153.0
.3" - 11" PI CAAI WACucn CTnur • W/I
PROP. D-BOX
W/CONC. BAFF
n
60.0±
58.5
58.0
57.5
153.5
149.0
84" BELOW EXIST. GRADE
LEACHING AREA DETAIL
NOT TO SCALE
DEEP OBSERVATION HOLE LOG
TP # 203 (ELEV = 160.7)
Depth Soil
Soil Texture Soil Soy
Other. Structure, :Stones,
from Horizon
(USDA) Color Mottling
Boulders, Consistrency, %
Surface
(Munsell)
Gravel
0-3"
O
3-12"
A
SANDY LOAM
1OYR 313
Friable, Bouldiers
12-36"
B
SANDY LOAM
10YR 5/6
Friable, Bouldiers
36-72"
C1
SANDY LOAM
2.5Y 7/3
MOTTLES
Firm, Very Fime
@ 36"
72-144"
C2
SANDY LOAM
2.5Y 7/3
Firm, Medium -Coarse,
gravelly with stones., cobbles
PERCOLATION DEPTH = 93"
ELEVATION = 153.0
ELEVATION = 148.74,
ELEVATION=148.74,,,
ELEVATION=157.7/r.
BEDROCK DEPTH = NONE @ 144"
SEEPAGE DEPTH = NONE@ 144"
ESTIMATED SEASONAL HIGH GROUNDWATER DEPTH = 36"
DEEP OBSERVATION HOLE LOG
TP # 204 (ELEV = 161.3)
Depth
from
Surface
Soil
Horizon
Soil Texture
(USDA)
Soil
Color
(Munsell)
Soil
Mottling
Other., Structure, Stones,
Boulders, ConsistOncy, %
Gravel
0-3"
O
3-12"
A
SANDY LOAM
1OYR 3/3
Friable, Bouldenrs
12-36"
B
SANDY LOAM
10YR 5/6
Friable, Boulders
36-72"
C1
SANDY LOAM
2.5Y 7/3
MOTTLES
@ 36"
Firm, Very Fime
72-144"
C2
SANDY LOAM
2.5Y 7/3
Firm, Medium -Cc -.arse,
gravelly with stones,, cobbles
PERCOLATION DEPTH = 91"
ELEVATION = 153.72
ELEVATION = 150.63
ELEVATION = 150.63
BEDROCK DEPTH = NONE @ 128"
SEEPAGE DEPTH = NONE@ 128"
ESTIMATED SEASONAL HIGH GROUNDWATER DEPTH = 36"
ELEVATION = 158.30
60rl%RD OF HEALTH STAMPS
EOARD OF HEALTH STAMPS
P.E. STAMP SEPTIC SYSTEM DESIGN PLAN
,EIZHOFA4 OWNER: PETER PACHECO
(Estate Plan Lot 3)
KEN�1ETHR. FcRFS A.SSF-SSORS MAP & _ LOT: MAP 65, LOT 10-2
;]
u Gil a
F835
U S1 STREET LOCATION-: OLD FALL RIVER ROAD
Kenneth R. Ferreira Engineer' , Inc.
P.L.S. A TAMP 46 Foster Street,New Bedford, Ra. 02740
"AOI`k Tel. (508) 992-0020 Fax (508) 992-3374
KENRNEIN CHECKED BY: K. FERREIRA SCALE: AS NOTE[
No28716 .16 CONTACT P- K. SILVA DATE: AUG. 25. 2
NO. I REVISIONS
- I ` . .
Sh. 2 of 2
G
r
110ddV H11 3 J
mos inopuimG30ONWHO
1N iSllivv SNOII/01
N /L
�c
Y
/ h
Estate Lot 2(Plan) f WE 7 LANDS
I •
1VA08ddV H11V94 g0 Map 65, Lot 10-1 LINE
'
GaVOS 1nOH11M 039NVH0 �'
4
, � P
38 .CON ism Sf4011W, 13 RESERV
�_TP 201 ' •
/ Estate Lot 3 (Plan) `
area= 286,826 sq. ft. ,
o Map 65, Lot 10-2 � � P 202 Qy Alt 160 / V1
i� XIStING 15$ � •\ �
F NDATI0
\\tK
\
Vol
vo
�^ E5.\°\e 65 -' /� / ,!/ Assessor Map 65, LOT 10-2
Estate Lot 3 (Plan) ,.
LOCATION MAP \ ��P�o, 9 /
/ area= 286,826 sq. ft.
f UPLAVAD AREA=16q769 6�,Fr
SCALE: I' = 100 .ye�6-- '
\156
I
�OR Z ggFy�NG `i \ lobo \ "
0 BENCHMARK: \6\
(?
°p " " TOP OF ROCK EL.= 160.83
ocs
vol
e \10 9P -oo�
o �56 o o/ / / ��'L 62' /
WELL _ cab \ \ • 9 �(J\ / �
y
12�
---
\ t w _. O a1
13
7 , to /
4- SCH 40 PVC
o N
GO`,Mo liSls-�:e2�Fq
SI �P PROP.1500 6A1.
_ \ \ SEPTIC TANK
�a1�33dS _ 8• \ \ \-+�°oo�--- �--- —ter` �i oOARD OF HEALTH STAMPS
TAMPS
_i \ 15 \60 CPROP
LEAN L: 43 Sls / /
1 SYSTEM IS•NOT CONSTRUCTION OF THIS
� 15z THIS S
DESIGNED FOR GARBAGE SrPTIC SYSTEM MUST BE
0 156 a
(� 2 �;°° \ 155 \ n p p 501 �h GRINDER, WHIRLPOOL COMPLETED WITH THREE
/ z ��� OR OTHER HIGH WATER} YEARS OF THE DATE
166 USE DEVICES. OF APPROVAL
154 �� 335.6' 1e0 159 a' g2�,73
\
THE APPROVAL BY THIS OFFICE c,E� 158 15i QQaU'� DOES NOT GUARANTEE THE
'S6 Estate Lot 4 (Plan) � �%1"rN-1THo�o� OAR i lLS T aM PS
/ 155 Map 6 5, LOT 10 - 3 r DARTMOUTH BOARD OF HEALTH
c� EASEME \
BACKWASH OF WATER
ti 3 \ PURFICATION OR
N3HM a3aina3a 6 ��\ �. ENGINEERS AS -BUILT
a3ldnd� 13�H �o Qa�oa — C, FILTRATION DEVICES MAY
No�la3asN► m \ ) PLAN & CERTIFICATION
o NOT BE DISCHARGED To
\ STATEMENT REQUIRED
THIS SEPTIC SYSTEM 310
CMR 15.o04 9
153 Notes; � BUILDING DEPARTMENT 4 ' "=�*� •� < <•�'`�
P.E. STAMP SEPTIC SYSTEM DESIGN PLAN
1) LOCUS IS LOCATED IN A SINGLE RESIDENCE "B" ZONE
\ - " y�'• "' , ` ,• 0- tips
' = ' OWNER: PETER PACHECO
2) LOCUS IS NOT LOCATED WITHIN AN AQUIFER PROTECTION DISTRICT ZONE «,,.:� y �r�•'.�: R�s�'
\ �' (Estate Plan Lot 3)
N N�LOCUS P . E nu L` GC ., �4R� ,..
t a t 0 ASSESSORS MAP & . LOT: MAP 65 LOT 10-2
3) LOCUS IS LOCATED IN A FIRM ZONE C AS DELINEATED 4N FEMA FLOOD � � HEX LE « ° �0. INSURANCE RATE MAP FOR TOWN OF DARTMOUTH ON PANEL 0250051,t RN ac VILLA E _.� �
-00158 DATED 6-I-83. +'"Q'P. �, ���` STREET LOCATIOI4: OLD FALL RIVER ROAD
Cr
4) PERCENTAGE OF LOT COVERAGE : 3.5%(house 6 drive) 6.4�'0 (incl, common drivel 4 r
Kenneth R. Ferreira Eng)neerin ,Inc.
5) HEIGHT OF BUILDING: SEE ARCHITECTURAL PLANS (MAX. ALLOWED IS 35') @ etr `. , � , 4
rt:� Y ° `�`.�.'` , P.L.S. ,STAMP 46 Foster Street, New Bedford, a. 02740
`�+ G ° �_=" Tet. (508) 992--0020 Fax (508) 992-3374
< d�+
KFMNEfH �
s :_ •} q. \��1 CHECKED BY: K. FERREIRA SCALE; -
-iE- LOT AS SHOWN ON "APPROVAL NOT REQUIRED PLAN OF LAND IN W�gR�,�j„ _
.y °' �. ,_ 1 No. zg,It ONTA P A DATE: UG. 25 0 DARTMOUTH, MA., PREPARED FOR MARIO M. a ISABEL M. FERREIRA -,Y
DATED 1-8-2002, REVISED THROUGH 8-14-2003, PREPARED BY af M �9F0; fPto /TR
KENNETH R. FERREIRA ENGINEERING, INC.BE
oj
LOCUS MAP z NOT TO SCALE
NO. REVI5IONS
SE 27275.3
Sh. I of 2
t
i
--F/F/F= 164.0
T.OF
GRADE=161.5 (M1N.)
F!B/F
..
=155.13
GENERAL NOTES: now construction:
1. The sanitary sewage disposal system shown hereon shall be CONSTRUCTED IN ACCORDANCE with the
requirements of 1905 310 CMR 15 (TITLE V) of the State Environmental Code and local Board of Health
regulations. Any MODIFICATION TO THIS DESIGN must be approved in writing by the engineer and the local
Board of Health.
2. Contractor shall verify and check the BENCHMARK(S) as shown on this plan prior to construction.
3. Notify the local Board of Health when the system is ready for INSPECTION, prior to any backfilling. If
CONFIRMATION OF CONSTRUCTION (as -built) is required, 3 day advanced notification is required.
4. DEEP TEST HOLE INFORMATION indicates soil condition, percolation rate, and water table elevation at the time
and location of actual testing and should be verified at the time of construction. The contractor shall notify the
local Board of Health if GROUNDWATER or PERCHED WATER is encountered at a higher elevation than
indicated on this plan.
5. TOP OF FOUNDATION, BASEMENT and FIRST FLOOR elevations may be raised but NOT LOWERED without
the consent of the Engineer.
6. Unless specified in the Basis of Sanitary Design, this system is NOT designed for the use of a garbage grinder or
other high water u§age devices.
7. Where the building hewer pipe exits the foundation ABOVE the basement floor, an effluent a grinder pump
conforming to 310 (-MR 15.229 may be used to discharge A VOLUME OF LESS THAN 25% OF THE DESIGN
FLOW from any futi Ire basement bathroom / sink facilities.
8. If any components of the proposed system are specified as HEAVY DUTY, those components shall conform to all
state and local requirements for ASSHTO H-20 loading.
9. The SEPTIC TANK shall be 1500 gallons minimum, unless otherwise specified on this design plan, and fitted with
PVC schedule 40 INLET TEE and OUTLET TEE WITH GAS BAFFLE of proper length. Septic tank construction
shall conform to 310 CMR 15.226. The SEPTIC TANK OUTLET COVER is to built up to within 6" of the finished
grade unless otherwise specified on this design plan.
10. SEPTIC TANK, DISTRIBUTION BOX, and PUMP CHAMBER (if any) shall be placed on a 6" minimum compacted
GRAVEL BASE to prevent heaving or settling. ALL SEAMS ARE TO BE WATERTIGHT, sealed with asphalt
cement or other cement suitable for that specific component.
11. EXCAVATE ALL UNSUITABLE MATERIAL within five feet horizontally of the leaching area from the pea stone
cover down to elevation El. = 149.0 (84 Inches below the original existing grade.) Excavation may be required to
extend deeper if uniform suitable material is not encountered. See notes 11 a & 11 b.
I la &b SOIL PREPARATION PROCEDURE FOR THE LEACHING FACILITY AREA shall. conform to 310 CMR 15.246 &
15.247. Any EXCAVATION OF UNSUITABLE MATERIAL designated on the plan shall conform to Construction in
Fill requirements as outlined in 310 CMR 15.255 (1-6).
12. ANY LEACHING AREA (OR PUMP CHAMBER) VENTS shall be constructed of 4" solvent weld SCH 40 PVC, The
twin 90 degree elbows comprising the "U" shall not be glued. Any D-box vent pipe shall utilize an inlet knockout.
Vent to extend 24" min. above proposed grade.
13. Any CLEAN -OUTS shown shall extend Win 3" of fin. grade and capped with a SCH 40 threaded clean out fitting.
14. No HEAVY EQUIPMENT shall be run over the components or the prepared leaching area during installation.
RUBBER TIRE MACHINERY are not to be driven over the prepared natural soil base or sand/stone bed during
system installation.
15. TANK SEAMS, riser connections (if any), and all plumbing joints to be installed 100% WATERPROOF. ALL
JOINTS MUST BE WATERTIGHT, sealed with rubber joints, cement or other suitable sealer for that specific
component. Any groundwater or surface water entering the system will severely limit the life span of the System.
16. All wells found within 200' of the proposed SAS are shown.
F
(12" MIN. - 36" MAX.)
160.0±
2" LAYER OF 1/8 -1/2" DIA DOUBLE WASHED STONE 2" - - ` - - 158.5
` PROP. D-BOX FREE FROM IRON. FINES & DUST
I
/ B 'SCH 40 PERFORATED PIPE (OR EQUAL) ' SL= 0.005 4 158.0
. • >. r INV.= 3!4" -1 112" DOUBLE WASHED STONE FREE FROM
158.27 IRONS FINES 8 DUST - I 157.5
i 4• SAND OVERDIG
ESTIMATED SEASONAL I 153.5
I �
BOTTOM OF SANDOVERDI(G
84" BELOW EXIST. GRADE
t
BASIS OF SANITARY DESIGN
Building Usage: 4 BEDROOM (Design for 5)
Title 5 Sewage Flow: 550 GPD
Septic Tank Size: 1500 GALLON
Garbage Grinder: NONE
Washing Machine: YES
Percolation Rate: TP 203 = 3 MIN./INCH, TP 204 = 3 MIN./INCH,
TP 501 = 9 MINJINCH
Design Rate: 10 MIN/INCH CLASS II
PROPOSED LEACHING FIELD INFORMATION
Bottom Area: 24 ft. (width) x 40 ft (length) = 960 sq.ft.
Design Flow Provided: 960 sq. ft. x 0.60 gpd/sq.ft. = 576 gpd
SOIL SUITABILITY ASSESSMENT INFORMATION
Date(s): TP 203 & 204 on 8/5/2003 & TP 501 on 8/3/2004
Performed by: KEVIN SILVA
Witnessed by: CHRIS MICHAUD
DEEP OBSERVATION HOLE LOG `
TP # 502 (ELEV = 156.0)
Depth
from
Surface
Soil
Horizon
Soil Texture
(USDA)
Soil
Color
(Munsell)
Soil
Mottling
Other: Structure, Stones,
Boulders, Consistency, %
Gravel
0-2"
O
2-14"
A
SANDY LOAM
10YR 313
Friable, Boulders
14-26"
B
SANDY LOAM
10YR 5/6
Friable, Boulders
26-60"
Cl
SANDY LOAM
2.5Y 612
MOTTLES
@ 36"
Firm, Very Fine, firm,
pockets of silt loam
60-132"
C2
SANDY LOAM
2.5Y 613
Firm, gravelly, stones,
cobbles
PERCOLATION DEPTH = 84"
ELEVATION =149.0
BEDROCK DEPTH = NONE @ 132"
ELEVATION = 145.0
SEEPAGE DEPTH = NONE@ 132"
ELEVATION = 145.0
ESTIMATED SEASON L HIGH GROUNDWATER DEPTH = 36"
ELEVATION = 153.0
3•• 1!" 1-1 cwa 11IABurn e•Tr,ur
4 -
W/F
PROP. D-BOX
W/CONC. BAFF
LEACHING AREA DETAIL
NOT TO SCALE
DEEP OBSERVATION HOLE LOG
TP # 203 (ELEV = 160.7)
Depth
from
Surface
Soil
Horizon
Soil Texture
(USDA)
Soil
Color
(Munsell)
Soil
Mottling
Other: Structure, Stones,
Boulders, (^Consistency, %
Gravel
0-3"
O
3-12"
A
SANDY LOAM
10YR 3/3
Friable-,, Boulders
Friable•;, Boulders
Firm, 'Very Fine
12-36"
B
SANDY LOAM
10YR 5/6
36-72"
C1
SANDY LOAM
2.5Y 7/3
MOTTLES
@ 36"
72-144"
C2
SANDY LOAM
2.5Y 713
Firm, Merdium-Coarse,
gravelly with; stones, cobbles
PERCOLATION DEPTH = 93"
ELEVATION := 153.0
BEDROCK DEPTH = NONE @ 144"
ELEVATION :%- 148.74
SEEPAGE DEPTH = NONE@ 144"
ELEVATION-148.74
ELEVATION = 157.74
ESTIMATED SEASONAL HIGH GROUNDWATER DEPTH = 36"
DEEP OBSERVATION HOLE LOG
TP # 204 (ELEV = 161.3)
Depth
from
Surface
Soil
Horizon
Soil Texture
(USDA)
Soil
Color
(Munsell)
Soil
Mottling
Other: StrIncture, Stones,
Boulders, (^onsistency,
Gravel
0-3"
O
3-12"
A
SANDY LOAM
10YR 3/3
Friable, Boulders
12-36"
B
SANDY LOAM
10YR 516
Friable;, Boulders
36-72"
Cl
SANDY LOAM
2.5Y 713
MOTTLES
@ 36"
Firm,'Very Fine
72-144"
C2
SANDY LOAM
2.5Y 7/3
Firm, Medium -Coarse,
gravelly with stones, cobbles
PERCOLATION DEPTH = 91"
ELEVATION :'= 153.72
ELEVATION 150.63
ELEVATION = 150.63
ELEVATION = 158.30
BEDROCK DEPTH = NONE @ 128"
SEEPAGE DEPTH = NONE@ 128"
ESTIMATED SEASONAL HIGH GROUNDWATER DEPTH = 36"
P. E. STAM P
P.L
8
60ARD OF HEALTH STAMPS
BOARD OF HEALTH STAMPS
SEPTIC SYSTEM DESIGN PLAN
OWNER: PETER PACHEGO
(Estate Plan Lot 3)
ASSESSORS MAP & . LOT: MAP 65, LOT 10-2
STREET LOCATION: OLD FALL RIVER ROAD
Kenneth R. Ferreira Engineeringg,a. 02740 Inc.
TAMP 46 Foster Street, New Bed o d Mf r ,
Tet. (508) 992-0020 Fax (508) 992-3374
`3J KENNETH
?� n. CHECKED BY: K. FERREIRA SCALE: AS NOTED
FERREIRA
No. M18 �' CONTACT PERSON: K. S I LVA DATE: AUG. 25, 2 (
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REVISIONS
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