Notice of IntentDESIGN DATA:
. �£. #k,4 �� . � ` � � � � `•.:� �". �
TOP OF fND SECURED WATER TIGHT COVER TO GRADE1111 '3
EL. = 107.00
- 0 ER C VER IS TO BE WITHIN 9" OF SURFACE " DESIGN FLOW:
D B X RIS 0 I INS
PECTION N PORT TO INCLUDE A 7 ROUND .• t�k`k�s �� ,� � � ' � / � `�' � "
- 4-BEDROOM DWELLING z,`•`°AYE x�r'M,.`�
MINIMUM ELEVATION OVER 0-BOX 103.9 4 INCH CLEANOUT, STRUCTURAL POLYETHYLENE VALVE BOX 1=,�, • _.. �...'`s f
2% SLOPE (MIN.) MUST USE A 4 BEDROOMS x 1 10 GPD/BEDROOM='4` SPECI L TOOL AND COVER W LID TO FINISH GRADE 440 GPD. Er
FOR REMOVAL. F. k. x t
• MINIMUM COVER OVER /,.•� � � ,€,a� 1 � �E
TANK EL.= 105,3 FIRST 2 TO BE LEVELSEPTIC TANK: • s F
FINISHED 'GRADE - CONNECT ENDSt. r� y p _
440 GPD x 2.0 = 880 GALLONS "f « x: +xt� v
33
li
), a'""''a`° 4: S`�, x ,tn` . ! . fix. • v Y a s
(10') 4n SOLID 3" MIN " 4 PERF. PIPE USE 1,500 GALLON TANK y, }r r . r >. ;H r
PVC S 31 `\ L
;• °, !/ f H - .. Qk V .:..,.'::i ....` $ '3' ", .; :: ....... Y,; vi`''. t i•'^
s_o 3 MIN (38 )4 SOLID PVC SCH. 40 4" SOLID PVC SCH, 40 SOIL ABSORPTION SYSTEM. N Mt>,. I x
°z :. k , .
„
------- FLOW LINE-- --- - 6 -- _ I ELEVATION 15 - 102.52
r i„ 15 MIN.1 k,
" = l ° I PERC RATE: 5 MIN/INCH
EL. = 103.60 f0 " 0.02 " - o`b r r r °o o ° o o yagyssh ��,v" . >Svb�i:: s`
1 9.
7.5 S-10,005 ° o ° �a8° o o � o I s: � � � � �";+ Y a°��" �
8 a o o LEACHING FIELD 20 W X 35 L X 0.5 D o o o °',; v Ali
r
I o 0 o eaoo I EFFLUENT LOADING - /,,,:,5� 4�1'<'.�« ... F
.. INV, OUT :, ... ADING RATE 0.74 GPD SF k ?'<
EL. = 102.39 EL 1102.17 0 ° °. o6,f OF 1-1 2" OF DOUBLE WASHED STONE ° . o° °° _ 3 / ;l lil:�
. 1 1 _ v., .I " s a � ;
- 102.00 , w + y f e a4 a
EL.= 103.40 I _ BAFFLED -- 34 DISTRIBUTION LINE END INVERT r 440 GPb �xk;, r_.W, 1j `5 , I
4 -0 EL.-103.15 _ I _
r. MODEL A1800 DISTRIBUTION BOX EL.-102.22 d
LEACHING AREA REQ D - ( ) 595 SF
0.74 GPD SF M
• ::..':. H-10 W/ 6 OUTLETS n:%'�
ZABEL FILTER W.
& GAS BAFFLE NOTE: DISTRIBUTION BOX SHALL
1.
EL - 101.50 k ` I)
I USE: 20' WIDE BY 35' LONG LEACHING FIELD 14 ��
• COMPLY TO MINIMUM BOTTOM OF STONE
I I \ k-'�" z a`s : . M7 C'k .'1v i • ,
LEACHING AREA PROVIDED:_,\,$�k� Y.>
REQUIREMENTS OF 310 CMR 15.232. k k.; `t _ .:: . �;.: thvt ....., ,. k� i:.;: r
.;.: ..: REMOVE UNSUITABLE SOIL & REPLACE WITH CLEAN FILL IN ACCORDANCE WITH '310 CMR 15.255 3: T :: v.,a:,.. € .. <r k""
! ( ) 5 -.«s s .., eF M°�..�.:. .:wsW„kt:k ,�.> Yx 1ik >{c ::: ':::
10 MIN, TO BUILDING ------------------------------ _
------ ------ AREA: 20' X 35' 700 SF k.,�'. .,,� k;
----------------------
pdpp pdpp pdp p adpp pQpp pap p adpp pdppp4p " #�1 x .
a p 4 p p �p 4ap ap 44p Q4 DEPTH TO GROUNDWATER w s ...
DAILY FLOW CAPACITY: "�Y }; x _ }. , - , �'<: "4 '€ a.r�#•d �, i' .a,� :,:...* iY�,w.
1,500 GAL, PRECAST CONCRETE SEPTIC TANK H 10 5 MINIMUM 700 SF X 0.74 GPD/SF - 518 GPD > 440 GPD REQ D�' �<=;r y�:>�y`.,� v, "a ' _ sw
SET TANK ON 6" OF CRUSHED STONE OR APPROVED L� �a
! }ht f�� rl��"d<v �� -. y ti 6 •i. �y, •e `,,::
�4is Ilya c iiiii 3c tin%
LEVEL BASE
RESERVE AREA PROVIDED: .\�
GROUNDWATER ELEV. = 93.3 AREA: 20 X 35 700 SF
! 1! �tL .V .:f �.:�' •^., r • :5�.`
10 _� - �\ ki ♦ � 'LYE W c ��� ` Y . ; / �'� �5:3 �6 , $
700 SF > 595 SF w X
BASED ON TP-101
20' M1N, To BUILDING SEPTIC SYSTEM PROFILE
LOCUS
NOT TO SCALE NOT TO SCALE
- 4 INCH CLEANOUT. 7" ROUND STRUCTURAL NOTES
SPIKE IN POWER MUST USE SPECIAL TOOL
ujL POLYETHYLENE �Q 1. THE CONTRACTOR SHALL NOTIFY THE LOCAL BOARD OF HEALTH AND
POLE #473I8 FOR REMOVAL VALVE BOX AND COVER
FINISHED GRADE (SEE GRADING PLAN)
�'_' ELEI/AT/ON 100.00 PRIME ENGINEERING INC. AT LEAST 48 HOURS PRIOR TO REQUIRED INSPECTIONS.
a W/ LID \
ASSUMED DATUM),2. BENCHMARK IS A SPIKE IN POWER POLE #473/8 , AS INDICATED ON PLAN ELEVATION= 100.00
•. �,� 'y.(ASSUMED DATUM)
20 WIDE (5 DISTRIBUTION LINES �., `�
RE- &0P SET 3. HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO OPERATE OVER THE LIMITS
CAST IRON �-+ OF THE SEWAGE DISPOSAL FIELD DURING THE `COURSE OF CONSTRUCTION OF THE SYSTEM.
c� SERVICE BOX 2' 4' 4' 4f 41 2r (�Q o� ,� i 4 0
-17 �•! N FIELD MODIFICATIONS TO THE SEWAGE SYSTEM SHALL BE MADE WITHOUT PRIOR
Z FINISH GRADE Q ti\ WRITTEN APPROVAL OF THE ENGINEER AND THE LOCAL BOARD OF HEALTH.
co cfl - ---- ^�
` O ��/ 5. UNLESS OTHERWISE NOTED ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN
0 60' MIN. 1 COPPER TYPE K n i
,97.57 `�� z a i �' \ ACCORDANCE WITH TITLE V OF THE STATE ENVIRONMENTAL CODE DATED
" 2 ORDINARY ;' \\ �9 AND ANY APPLICABLE LOCAL RULES. 2006
6 LOOP 1 FORD CAP BACKFILL �� 1 9
6
CURB STOP
c�1 o cfl � �•.. � 6. SEPTIC .TANK AND DISTRIBUTION BOX SHALL BE MANUFACTURED BY J&R PRECAST, INC.
y9.24 `1 x�c o M •' ,dt _..,..-''"r- \�\,114w..,:� Cp,��p�0� OR APPROVED EQUAL
7. GROUT TO BE USED AT ALL POINTS WHERE PIPES ENTER OR LEAVE ALL CONCRETE
BLOCKS TO BE PLACED "'`' °' ' �� 9i 'o
_ ,,��� ''!4 - ''� 68�, �`�gyFq STRUCTURES IN ORDER TO PROVIDE A WATERTIGHT SEAL
d CONCRETE BLOCK GEOTEXTILE FILTER FABRIC ---� sl
FOR SUPPORT ��•• ��� � I r °�I I � � '�FNT
8. THE FIRST TWO FEET OF EACH LINE EXITING THE DISTRIBUTION BOX SHALL BE LEVEL.
3 4"xl" FORD CORPORATION STOP s �.G�, I ° `' �w` v ^� Q
oi \/i'r �k `� ! *',� o °23.9' 9. THIS SYSTEM IS NOT DESIGNED TO ACCOMMODATE A GARBAGE GRINDER.
ypd O /��QQ�°`���/�/ y epaoV-1.0
On o I r - ,► -'-•
/• 6,8.E y, ` , .i ,9 \ �� J I OCTKJ`•iO •� lJ- tl' O� C' D� I \ i .,r._..a._._ -�+ '� .•�. _.__._._. \
WATER MAIN - t: �` ,°�, 10. SYSTEM CCCOMPONENTS TO WITHSTAND H-10 LOADING CRITERIA.
r ,�• - -J o 0 0 0 o i \ ;-.•-•-•'' \\ 11. OTHER THAN THOSE SHOWN, THERE ARE NO KNOWN WELLS WITHIN 200' OF THE
nT.EB E RV I C E DETAIL , �� - ; , //I�� t rat t� , •u, � ` � �. .� � � �,
•--- -'n, AYH REMOVE UNSUITABLE SOIL & REPLACE\- PARCEL D �o� 1113�\ THE PROPOSED SOIL ABSORPTION SYSTEM.
\
NOT TO SCALE / / / / -, $� iN/N �\ -WITH CLEAN FILL IN ACCORDANCE WITH 310_CMR 15.255(3) L �, LOT AREA = 104,632 S.F. a ► 12. IN ACCORDANCE WITH 310 CMR 15.221, ALL SYSTEM COMPONENT SHALL BE MARKED WITH
- - - - - ------ -- - - - - - - ------------- RE-8AR/CAP SET ,. Q / MAGNETIC MARKING TAPE.
!i �; �_� I UPLAND AREA = 66,125 S F. o'
qrQ ! °`. .�� MAX. WATER TABLE 1
F t9 + -•, 4 DIA, PERFORATED PVC I 1 Q�
� � ,: � -
13. IN ACCORDANCE WITH 310 CMR 15.021 (2), DESIGNER SHALL INSPECT THE CONSTRUCTION
"�j xl•� �;��$:� 7 � �� 'i --'�� ` PIPE CONFORMING TO I I
ASTM D 2729 -12 4L i K `, ` 1
�� j I �( / ,o_ \ AFTER THE INITIAL EXCAVATION, PRIOR TO BACKFILLING, AND DURING BACKFILLING.
`l 1 1 14. IF THE RESERVE AREA IS CONSTRUCTED UNDER DRIVEWAY A VENT WILL BE REQUIRED.
G ,J4;F-�3011� J �� I I ,oho ., rzr\ \ 93 rJ `� \' \ CROSS SECTION OF LEACHFIELD t%�� ,� `'`.93,2' 15. WATER SUPPLY LINE IS TO BE CONSTRUCTED A MINIMUM OF 10' FROM SAS AND
OO _ lI '�'off x 3.�1 i \ ,\ ,1 ,�f' NOT TO SCALE w '`'_•,,` 1 RESERVE AREA. T
► I �I s� 1 rt�1�,r �' b4, `- 16. INSPECTION PORT IN SAS TO BE INSTALLED PRIOR TO PLACEMENT OF STONE.
F_3•°�.:'1 I i I li � I � °��10 .� �o \ � `�:,� ��; \ �•• � . � 7 7 7 � x _ _-___---
--�/ 17. PROPERTY LINES SHOWN HEREON ARE BASED 0
W c1 ! _ __ :- N AN ANR FORM A PLAN OF LAND PREPARED
(� i I oy�� ,� II i I I I I ��� / f + BY NORBERT J. FREDETTE, P.L.S. DATED SEPTEMBER 19 2008 AND ENDORSED BY DARTMOUTH
� I + 1 5 � 1 •`, ,, _: ,,�� , -��, - \ �4.08 - PLANNING BOARD ON 1 /26/2009.
l ,� al4 18. TOPOGRAPHY SHOWN HEREON IS BASED ON A FIELD SURVEY BY PRIME ENGINEERING, INC. IN
DECEMBER 2008,
111 , I' •
19. WETLANDS LINES SHOWN _ZONING ! ABLE SS,""� HEREON. ARE NOT THE RESULT OF FIELD SURVEY BY PRIME
"' I
, ENGINEERINGRATHER WETLANDS SHOWN ARE BASED ON THE AFORESAID \ \ 1 ,l , � � \ ,, , /• /�� .� 1 + '# xi1t., PLAN PREPARED
WF-304*�.
•�:' % 1. ,i
-308
' - - _ _ ` %� : ,WF�307 \' .` , \ \ � '` \ \ I \ \ r• _ _._ - -- x11 U..7
WF-3 r ` =�-� `-x �ll[r WF-309
10 \
-WF 308gj
BY NORBERT J. FREDETTE.
20. THE PROPOSED SECONDARY GEOTHERMAL AREA IS FOR FUTURE PLANNING PURPOSED, ONLY.
ZONING PLAN NO PERMISSION OR PERMITS ARE BEING REQUESTED AT THIS TIME FOR THE SECONDARD
GEOTHERMAL AREA.
SCALE: 1 "=60' 21. THE APPLICANT WANTS THE OPTION OF EITHER WELL WATER OR MUNICIPAL WATER, BOTH
SERVICES HAVE BEEN PROVIDED ON THIS PLAN.
22. ELECTRIC, CABLE AND TELEPHONE SHALL BE UNDERGROUND A MINIMUM OF 10' FROM WATER
LINE AND LOCATED UNDER OR ON SIDE OF DRIVEWAY. PROPOSED UTILITIES LOCATION TO BE
, q o�,\ \ APPROVED BY UTILITIY COMPANIES PRIOR TO INSTALLATION,
PARCEL D _ ��� \ \ �`� \ `�3 \��Gq - - \, DATE: DECEMBER 16, 2008
LOT AREA = 104632 S.F. \� SOIL DATA. ISSUED FOR PERMIT
PERFORMED BY: JAMIE BISSONNETTE, PRIME ENGINEERING INC.
} � �, \ DARTMOUTH BOH
i UPLAND AREA = 66,125 SF. i 1 ��' WITNESSED BY: CHRIS MICHAUD
E ti t
3..� ) I I i-•- \ \ SOIL SOIL SOIL SOIL BOARD OF HEALTH STAMPS
- i 1 1 i x , �r 11,01
PROP. RESERVE AREA \ \ '� \ HORIZ, COLOR TP-101 DEPTi ELEV. HORIZ. COLOR TP-102 DEPTH ELEV.
r� �E-13 WF-312 WF?3i1�y l 1 I{ ""� ��, fi - \ \ \ _ _ 101.8 - - - Q'
: WF WF-320 W F- 319 I --� ,�, _' . J-;' i ; E, ,� ° 1 c? S. s PROP. 20'W X 35'L LEACHING FIELD �,� - - - - - D
L
1 � �
WF-31� I %� g5 r _ - _ / //''� 0 A
M A REPLACE I O A REMOVE AND REPLACE
i ''_ _•♦ _ . -iF-17 33 / -',- -- - 'PR1P WALy Q ; ;�., 'a 1 _ \\ \ \ \ „ RR o / "
,� 4 T� EL ��
,i�L, i • �. "g ; 315 WF-3 � _� -`- - - x . \ !n y B 1 OYR 5/6 SANDY LOAM 11 ATi N 100.0 I g l OYR 5 6 SANDYLOAM3 TO ELEVATION 100.0
_
-
f -2 - Na -ND iwzE�AREA J f E a r_ 18
_ __ . , P R
.�WF-316 .-r �: f,r mil' / f t I �'�v� - 8.0 `� ; 0 5 MOVE & REPLACE PERC--------- /---------U
r �. PROP. U�'
WF-322 ¢ HOLE
,3.. \. 4.5 ,2!-. ` 21.3'�� HOLE 38" BOTTOM PORE "
i 7 / �- ��-�.c / '.� 1 ' ------- - 38 BOTTOM
1 .' '� �� .2 �O>�f�ER�-HALE---------U�PEI HALE
\� =5:2 �i-- ( 4-'!1PROPWELL y Ac \ IIjr
x (i .�T
WF=323 6-- _ �� _ _� _ 5 - y c j 1 i� \ r `1 '- \ �• - _ / i r u=. r-� - \
- 0,o- ` ��1 C 2.5Y 6/4 COARSE SAND C 2.5Y 6/4 COARSE SAND BOARD OF HEALTH STAMPS
WF 324 o ( r. \ '' X 10,
PROPOSED 1,500 GALLON ijot,INSPEC INSPECTION PORT
SEPTIC TANK H-10
WF-325� �. ^ • , 102" 93.3
L. 102" 93.0
\PROP. D-BOX NO WATER ENCOUNTERED WEEPING WATER ENCOUNTERED @ 98"
, -A�� _� _ \ \ oN ESTIMATED SEASONAL HIGH GROUNDWATER ELEV. = �. �, \ \; a .�, C-�,, ,\ E . 93.3 ESTIMATED SEASONAL HIGH GROUNDWATER = LEGEND \ \ \ L, ,off _ tk k TER ELEV. 93.3
I I I K WF-336 ti \ .� K t- p T�� =^`�_ ` �. „ , - - - DESIGN PERC RATE = 0 IN <2 MINUTES DESIGN PERC RATE = 1" IN <2 MINUTES
EXISTING CONTOURSti� �o� Tp £ `Rpp t , \ �.r Fi;...1
FC ,\� o - SOIL SOIL SOIL SOIL
WF-326 r. \ \ `� i \ �a , q(4e FpT k� ��I� - x , -•. _ HORIZ. COLOR TP-103 DEPT ELEV. TP-104
TP { i - __���� OBSERVATION HOLE LOCATION \O� !y xi0ts"' �� �- �qj^ -yFR q 1� - _- HORIZ. COLOR DEPTH tELLEV. P.E. STAMP
1 F-335 ` \ \ ` \.. `' F \'t` T/MF \'l R� �,: -- -0 - J� - - - - - - - o f
f f - / " M t" k, s� SUBSURFACE SEWAGE DISPOSAL SYSTEM
\� ' WF-338 �9pa\��. �`� �� \ 0 A RREEMOpVEE ���� REEpp��gqCE ► O/A RREE pp q� I s9
69 PROPOSED CONTOURS i i ..r I 1 �'�, \.. \FR ,G _ �� .1 \ STRp"> \ - 4" TO ELEVATI�N tOQ.9 I 4 TO EATIGNR�IACE I o� JAMIEL. yc
q PROP +�1 U4.7 r, S/p/1/ C `S` - C%/ \ \ �. ` i l �. I " I .� DANIEL & KATHY SAULNIER. HARRY &
j ,r . , .-\ ps y 1 I y, \ , •\ Z\ u. �- ON' B 1OYR 5/6 SANDY LOAM 1r B lOYR 5 6 SANDY LOAM
95X2 / YGF FO S� \� ' ONT \ \ \ \ \ 18_---_---_J / 18 BISSONNEI7E OWNER: MARY ANN BOOTH, AND ERIK THQMAS
PROPOSED SPOT ELEVATION OT EC ,� �, I ,,� � �R _ �- \ \ _________J
0 , `u CIVIL y
-327� ( ��- �sFE N� RMA(�, �^'�gRY "� I I .0 .3 WF-339 �'` ^ ` \ \`1 \ \\ \ \ `\ No.47325 ASSESSORS MAP & LOT: MAP 33, LOT 4-1 & MAP 28 LOT 42
PROPOSED WATER LINE �� TF 2 � ( �WF--334 �-�A5 \ :� _ , � _ _ •o STREET LOCATION: PARCEL D, WOODCOCK ROAD, DARTMOUTH, MA
PROPOSED PRIMARY F-328�•�\7 fWF-333 : - �T `�.- .,ti `-^__s-' ..-. ENGINEERING FIRM:
_ _
I >�4 - - - C 2.5Y 6 4 COARSE SAND
AND SECONDARY _ _ J j � �� - , _ . _ _ ,. � _ �- _ / C 2.5Y 6/4 COARSE SAND 3-ZO.09
GEOTHERMAL AREA - '- WF-34��J , ; _ i ; - _ _ _ _ -- ` ; - ` -
J�'JJ-_- P.L.S. STAMP PRIME E CIREERING
_ ` 1 __ _ _ _ ¢ CIVIL ENGINEERING • LAND SURVEYING • ENVIRONMENTAL
• �, `.� 25 NO DISTURB AREA 1 - a WF-343-..�}�,� _` - _ _ _ --- -- _- _ _-..�� --_
ASSESSMENT
• ,�. _ - -� -� _ ' _ '�' - 1021' 93.0 108" 92 $ JAMc$ P.O. BOX 1088 350 BEDFORD STREET - LAKEVILLE, MASSACHUSETTS 02347
s�C GRADING OUT: wF 332 _
---- WF-329 - - _ . _ _ ' WF-345 -a ,' WF-3: S
R.TEL (508) 947-0050 FAX: (508) 947-2004
/ � `� LARSOry ' WEEPING WATER ENCOUNTERED ® 98" WEEPING WATER ENCOUNTERED Q 102 DATE: MARCH 20, 2009 REVISED:
n 4
30 0 30 60 90 - _ ESTIMATED SEASONAL HIGH GROUNDWATER ELEV. = 93.3 ESTIMATED SEASONAL HIGH GROUNDWATER ELEV. = 93.3 SHEET: 1 OF 1
NOTE: THE A, AND B LAYERS ARE TO BE REMOVED TO 100.0 AND REPLACED WITH CLEAN FILL IN ACCORDANCE WITH 310 CMR CONTACT PERSON: JAMIE BISSONNETTE, P.E., PRIME ENGINEERING, INC.
Scale 1 " 30' .,�,.
' 15.255(3). UNSUITABLE SOIL TO BE REMOVED TO A DISTANCE OF 5'-0" BEYOND THE LIMITS ADDRESS:
OF THE SOIL ABSORPTION SYSTEM. P.O. Box loss, LAKEVILLE, MA
TELEPHONE: (508) 947-0050
0.•�PROJECTS DARTMOUTHIWoodcock Road -Thomas 14461parcel D septic design.dwg
REQUIREMENT
REQUIRED
PROVIDED
MINIMUM LOT AREA
80,000 S.F.
104,632 S.F.
MINIMUM UPLAND AREA
64,000 S.F.
66,125 S.F.
MINIMUM FRONTAGE
200 FT
200.00 FT
MINIMUM SETBACKS:
FRONT
60 FT
276.8 FT
SIDE
20 FT
23,9 FT
REAR
20 FT
111.5 FT