64-218 - LINDEN AVENUE EXTENSION - CONSERVATION COMMISSION DEP 64- -
Plans - - - - - —
JOB
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HANCOCK SURVEY ASSOCIATES, INC.
235 Newbury Street, Route 1 North SHEET NO. OF
DANVERS, MASSACHUSETTS 01923
(508) 777.3050 (617) 662.9659 CALCULATED er 0 DATE 8 Y 9
(508r35Z-_7590 (508) 283.2200 CHECKED BY DATE
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HANCOCK SURVEY ASSOCIATES, INC. JOB
235 Newbury Street, Route 1 North SHEET NO. J, Or G
DANVERS, MASSACHUSETTS 01923 CALCULATED BY g DATE UY 9 6
(508) 777.3050 (617) 662.9659
(508r8�%Z-7590 (508) 283.2200 CHECKED BY DATE
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W. EDGE of PAVEMENT D.E.P. FILE, NO. 64-218
9 SCALE.• /"= 20' MAY Z3. 697
40
HANCOCK EAMRONMENTAL
o : TH1S AS-Bwir SKIi'r" IS rNToNbED To CONSULTANTS
Bkpg Bylloldes/ STRUCTURES ANATNE aWMV 4c
LIMry Of t,lollC BEN/Np TRE D►✓ECi.lds OIIItY. I� Woff SURVEY /NG
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P-5 LINDEN AVENUE EXTENSION
IN
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VENT
\ \ 1% ROBERT SOUCHARD
rai41" \ \v 1 TO ACCOMPANY A REQUEST
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LINDENAVE Me THE ORDER OF CONDITIONS FOR
EDGE of PAVEP1ENT D.E.P. FILE* NO. 64-2/8
SCAL E.• /"= 20' MAY B, 1996
0 /0 20 40
NOTE ! THIS AS-BUILT SKETCH IS IN7ENnED TO HANCOCK ENVIRONMENTAL
SH0V/ BUILDIN6�Ql STRUCTUP [15 AND THE CONSULTANTS
LIM 17 OF WOfiK BF#XN) THE 4 WfL! 11116 ONLY. A D/t/S/ON OF
H<1NCOCK SURVEY ASSOC., INC.
235 NEWBURY STREET, DANVERS,, MA 0/923
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LINDEN AVENUE EXTENSION
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77gNK \\ \\ �'��� \ PREPARED FOR
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PIT `�=fid AND MODIFICATION TO
LINDEN AVE Mo EDGE OF PAVEMENT THE ORDER OF CONDITIONS FOR
�
D.E.P. FILE' NO. 64-2I8
SCALE,- /" = 20' MAY 9, 1996
O /O 20 40
-NOTE ' THIS As-BUILT SKETCH IS IN7F/VhEP TO HANCOCK ENVIRONMENTAL
SHoW 6WLWN6S/ STRUCTVRES AND THF CONSULTANTS
L 1/117 OF WORK BF#I1VD THA 6L✓f.Zt INC, ONLY, A D1 VISION OF
HANCOCK SURVEY ASSOC., INC,
23.5 NEWBL/RY .9TRFF7, DANVFRS, MA 0/923
3162
LEGEND: ELENA TION BENCH MARKS S PECIFICA TIONS: NOTES:
IPE
DATUM•NARONAL GEODE770 VER77CAL DATUM OF 1929 /N 1. UNLESS SPECIFIED OTHERWISE SYSTEM CONSTRUCTION SHALL
EXIS77NG PROPOSED SEGMENT DIA. (IN.) TYPE MIN. SLOPE/ HEY CONFORM TO 777LE 5 OF 7STATE ENVIRONMENTAL CODE OR
NO. DESCRIPTION ELEV. SLA 1.1I?E FE R E N C.E LOCAL HEALTH CODE, WHICHEVER IS MORE STRINGENT.
-72--- s- SURFACE CONTOUR _._. - BUILDING TO SEP770 TANK 4 SCH. 40 PVC 1/4
J cur SPIKE /N vr/L/TY Act_Ei°'z840, aP/,4' �13.OS n SEPTIC TANK TO 2. ALL WORK ON LIVES, GRADES, AND DETAILS ,,SHOWN TO BE DONE
72.3 71.7 SPOT ELEVA770AI 5EE PLAr4 OF L..AWD P4 SALEM , MAI T'�EPARED FOS' D157RIBURON BOX 4 SCH. 40 PVC 1/8 BY A LICENSED DISPOSAL WORKS INSTALLER .
® 2 Cur aMkr /A/ /Z" MAPYE, vP 3.l/ 40• $S Sn,A� e, pQ fzAM S" pgTED 5I5P Com, /19 e 1 BY DIS7RIBU77ON BOX TO 4 SCH. 40 PVC 1/8 J. ANY INTENDED REWSION OF PROPOSED ELEVA 77ONS ANDI
DEEP SOIL OBSERVATION TEST 3 HANCOc•K SUQV�Y AS-S'�'CIAT S ,tA!C. LEACH AREA ENGNEERAANO HEAEHSA ENT SHOWN, SHALL
IMPLEME�ARON. BY INE
IN LEACH AREA (IF REQ V) 4 PERF. PVC 1/16
PERCOLATION TEST 4. PROPERTY LINES SHOWN ARE APPROXIMATE: THE ENGINEER
ALL PIPE SHALL BE PROPERLY BEDDED, HAUNCHED AND BACKFILLED SHOULD BE CONSULTED REGARDING RECORD BEARINGS, DISTANCES
d 10" OAK PROMINENT TREE, DIA. & SPECIES AND ALL JOINTS SHALL BE WATER77GHT. LEACH FIELD/TRENCH AND AREAS AS WELL AS STAKING REQUIREMENTS.
(IF REQ D.) PIPE SHALL BE PERFORA TED P. V.C., PERFORA 77ONS
B.M. 2 ELEVATION BENCH MARK & N0. DOWN. ALL P. VC. PIPE SHALL BE PER ASTM-D.3034 UNLESS 5. THE CONTRACTOR SHALL NOTTFY THE PROPER INSPECTORS AND
D SPECIFIED OTHERWISE. SEE PROFILE" AND DETAILS" ALLOW SUCH 77ME AS IS REQUIRED FOR INSPECTIONS.
B. SEPI7C TANK do DISTRIBUTION BOX 6. SAFETY MEASURES DA Y-TO-DA Y CONTROL OF WORK AND
. . . . > OtQECflOA/OFSuRFAec h'mea- STANDARD MFR., PRECAST REINFORCED CONCRETE CONSIRUC770N,qO.• CONS7RUC77ON M�7HODS SHALL BE THE RESPONSIBILITY OF
'E'ol
AS MANUFACTURED BY SHEA CONCRETE PRODUCTS OR EQUAL. SETTHE CONTRACTOR.
--%►S-- WArVR SEEVIce 9 LEVEL ON STABLE BASE THAT WILL NOT SETTLE ALL OPENINGS 7. 7HE ISSUANCE OF A PERMIT TO CONS 7RUCT OR A CER 77FICA7E
SEALED WA7ER77GHT. IF SIDE INLET OF SEP77C TANK IS USED OF COMPLIANCE, SHALL NOT BE CONSTRUED AS A GUARANTEE
tiO EXTEND INLET PIPE TO INLET BAFFLE AT � OF TANK. THAT THE DISPOSAL SYSTEM WILL FUNC77ON SA77SFACTORILY.
0 /00 FT AYOFFF9 ZONE SEE DETAILS BELOW.
CITY O l= SALEM , 8. PROPOSED BUILDING WN SHA L B VERIFIED
ISDN AND L OCA AN
C. LEACH AREA ON THE LOT AS SHOWN SHALL BE VERIFIED AS TO CONFORMANCE
w.�.N• AAY•dALEd)Lr04#".X1&JZ SHALL BE CONSTRUCTED IN ACCORDANCE WITH LINES, GRADES AND WITH FINAL ARCHITECTURAL PLANS AND ZONING BY-LAWS
1 PRIOR TO CONS7RUC770N.
DETAILS SHOWN. ALL TOPSOIL, ORGANIC AND OTHER UNSUITABLE
MATERIAL SHALL BE REMOVED AND REPLACED AS SPECIFIED ON 9. THIS PLAN IS NOT INTENDED TO SHOW AN ENGINEERED BUILDING
/ PLAN" AND "PROFILE" CONCRETE STRUCTURES SHALL BE AS FOUNDA77ON DESIGN, WHICH WOULD INCLUDE DETAILS AND FINAL
' . Z9 , MANUFACTURED BY SHEA CONCRETE PRODUCTS OR EQUAL. ELEVA770AIS OF FOOTINGS, WALLS AND SUBSURFACE DRAINAGE_
•` -- - - TO PREVENT INTERIOR FLOODING. SUGGESTED FOUNDA77ON
D. STONE DRAINAGE MEASURES, AS MA Y BE SHOWN, ARE SHOWN ONL Y
{� STONE USED IN LEACH AREA SHALL BE OF SIZES AND AMOUNTS SO AS TO INDICATE THEIR RELATIONSHIP W/TH VARIOUS SETBACKS
SHOWN IN DETAILS, WASHED FREE OF ALL FOREIGN MATTER AND WE7ZAN0 .CRlTERIA.
PRIOR TO PLACEMENT. BOTTOM OF EXCAVA77ON SHALL BE 10. L0CA77ONS OF EXIS77NG FEATURES AND U77LI77ES SHOWN ARE BY
SCARIFIED PRIOR TO PLACEMENT OF STONE. , STADIA SURVEY AND SHALL BE VERIFIED BY THE CON7RACTOR
d.� PRIOR TO CONSTRUCTION.
to E. SAND h G'RATEL 11. THE CONTRACTOR SHALL N077FY DIG-SAFE" AT 1-800-322-4844
SHALL BE COMPOSED OF HARD, DURABLE STONE AND MEDIUM TO AT LEAST 72 HOURS PRIOR TO COMMENCEMENT OF CONSTRUC770N.
COARSE SAND FREE OF FOREIGN MA7FRIAL (LOAM, CLAY, ETC.) WITH
NO STONE OVER 12" ANY DIMENSION, COMPACTED IN 12" LAYERS 12. ALL FEATURES AND STRUCTURES ARE PROPOSED UNLESS STATED
LOT (O BY APPROVED MECHANICAL MEANS OR ALLOWED TO SETTLE, IN AS EXISTING:
LOT j PLACE, FOR TWELVE (12) M0N7HS OR AS DIRECTED. FILL SHALL
HAVE A PERCOLA77ON RATE OF TWO (2) MIN. PER INCH OR FASTER
AFTER COMPAC77ON AND/OR SE77LEME�tN7' IN PLACE. BOTTOM OF
EXCAVA77ON SHALL BE SCAR/FIED PRIOR TO PLACEMENT OF FILL
PLACE FILL AS SHOWN ON PLAN" AND "PROF/LE" /3. This Plan to accompany a Notice of Intent filed
'{E with the Salem Conservation Commission and the
oFO ACCESS MANHOLE RISER SEE SPECFULL . B Massachusetts Department of Environmental Protection.
30 ,I \\ (TTr, MORTAR REQUIRED
\� BEDS 3" BENT IIVSPEC77ON CODER-
2=0" MIN. (TYP.) FULL M.H. 70 GRADE
---=� /F OVER 2000 GAL. P All areas of construction are in the 100 foot buffer
\ 1 \ INTER - y MAX. L/ Ul0 CAPACITY zone.
• 3� LEVEL = v
}} OUTLET INVERT PRECAST BATTLE OR
y IRtm ROD 6` /.4 PIPE TEE OPEN A7'
(.CND) yQ$\ �, U TOP (TYP.) INLET AND
INSPECT TANK W
1 j ANUALLY, PUMP OUT Our=
1 I / AS REOU/RED OUTLET
Tap of
FaNN DA r/0N
6" DEPTH OF 3/4"-
/ /, 1 1/2" STONE
n_ 44.0 1 / �" 1 +t TANK WIDTH
�\
AREA 2z408 t S.F. { SEPTIC TANK NTYP/�_ .SECIIGYI NOT TO SCALE
SEPTIC TANK TABLE OF DIMENSIONS
Mor .' \;` �`�\ CAPACITY (GAL-) A B ' CID E F G _SOP
__.
CA ` �\ 1000 8=1'" 5'-1" 5'-8' T-8" 4'-O'
_EX13T1ANa 612ADE N �\`\�' ... __ _ ^ •�� W 1500 10=0" 6=0"5'-10' 9'-5-14'-0
N3sA1Y�/BALE �\ \ \
_ - - �. tj N 6gR2IER `\\ , " �f�'~� \\ \��� f0U1ZET (lYPJ 1 -O" M/N. COVER SEE SPEC. B
• `r3 ♦ BMl \ ;------; INLET 2' OU7LET
_~'�28�---.• ' L _ LOADING
it BIC)•, -_ _ 30 DESIGN CRI TERIA
-t- INLET , 1 I St�1A1DflPQ
' plstrMstmou Di
+>>q ; ; y 6" NO. REQ D BUILDING USE . .SINGLE. r-AMxl LY. D WEW A(a . . . .
% ae ,_�►��� � 3� --------
--- ONE(! . N0. OF BEDROOMS. VOuR(A) . .DESIGN NO. OF PEOPLE�Ifig -L$)
I� GAWIIE �� ° --a& 1-8" 6" DEPTH N"� DESIGN FLOW. . SS C?C,Pp . . TOTAL DAILY FLOW .440 6AL40A S
V 1'-B"
�4KOUT �� ���� ,�-� --�� 3/4'-1 112" GARBAGE GRINDER - NO .X . YES . . (INCREASE LEACH AREA BY 509)
PLAN H -Z O SEC77ON
EL. 37.6 s i' SLAB SLAA //.o
/ STONE DESIGN PERCOLATION RATE. .S IX .C(n). .MINUTES PER INCH
! • EL. 400 0.42ASPECIAL COND177ONS . . . . . . . . . . . . . . . . . . . . . . .
� --� �\ 6 - OUTLET DISTRIBUTION BOX NOT TO SCALE
yyy B/15EMEA/T /00•� -r / / �� \ •
EL.36.0 RES&RVE ® i 1 I LEACH AREA REQUIREMENTS (SQ.FT./GALLON) - BOTTOM I•9.SI0E4-4.
VED / % PRECAST FINISH SURFACE
CL AL`E?A • `- - R�/C TMr / / FAMILY `\ • REINFORCED TOTAL AREA READ-LOCAL CODE.$LI .SQ.FT. - 777ZE 5 .1 .SQ.FT.
a T-,f I I / p,yLr�N� CONCRETE N FILL PROIKDED-TOTAL MOSQ.FT.-BOTTOM.lk9 .SQ.FT.-SIDE 21.7.SQ.FT.
ii PIT-SEE NOTE 6 _ AND/OR
35 N I T511I / Tbp OF \ �� A IINL / A INLET PAVEMENT
l0' /a l E�IUDA7'ION t L d= I/e" TO
k$I
* ,� I VERT G 1L \ ✓ �,,.
IV,\ .).'. �� ., 18" D MANHOLE w L� I/4.. � �..
E� !' f 1 I LIMIT OF STONE � .
Q . o
U .vyu i C \ 1 \QL STONE _ (SPEC. 0) 47
r;'+-•10 13, - / Sr'{fT7G \\ • EFFECTIVE WIDTH 1 1 -�O - 3/4' TO D� •^� ,�o KO m
` A• w O :'<: STONE » ,� '� ;� #34026 rn
tt est, A� o Ja�gk
OFSTONE VENT 1 \ (SPEC. O) J/
O t=�! V A 1 � BOTTOM STONE I (� �,� �Co y J
1 r EFFECTIVE WIDTH
EL.3z.9 G: • . \ PLAN
Loo-oo/
LIQUID CAPACITY EA. PIT.IOCQ.(�/II,IINS
Q \ -'� I No. OF PITS REO'D.oNE (1). . , TABLE of DIMENSIONSA I LOCUS MAP SCALE 1" = 2000' '
aZ L p [30A( �. / N A e c SECTION 'B'
LLT (Mn+) FAAtA ����� `--� DEEP LEACH PIT 13'-0" a-t" e'-F." ; Nor TO SCALE
'-J PiT 1==-��--M'
- 30
, SOIL TEST DATA PERC RA7E MIN IN> _DA TE I6L2 CHAS P/R� scH.4
goTR7M • TESTS BY.F•c TbWN3ENl� HSA P- 5 LIVE, 9 30 g
N0. DA 7F REIKSION BY APPR.
a�T s PROPOSED SUBSURFACE
EL. 28,9 _p_FIs M W47NESS' M. FAIR , HEA LTH AC,f IVT
DBS'ERVA D°" PIT ->0-81 57-A II-43
Di47E 9-30- _ SEWAGE DISPOSAL SYSTEM
-
GRADE EL. 3f3.qA
I �+ [`ww r PLAN
GROUND WATER EL. NONE N O KI E SITE PLAN, PROFILES & DETAILS
r B07TOMEL. 28 .q 2Q�•Q•__
5CALE: 1 j1 = ZO, r x r WOOS STAKES *DALES
E L O T 5
2 PER SALE ��
°" �'"E LINDEN A VENUE EXTENSION
- ` ' • • 1tAVM1 •.. (GRAVEL
• • '• " GrtAvr.L •
CWA04 M SALEM, MASSACHUSETTS
SHAPP MM_ - COARSE3S SA�4" 0 SCH 40 'PERF _ 4"0 SCH 40 SOLID PVC TO CCA�&A►� PREPARED F(k?PVC HEADER DESIRED RISER LOCATIDIN H`e'wROBERT L. BOUCHARD
(PERF. DOWN) OXIDESa• • UTT
4 X 4 PVC PENETRATION TOGETHER
E
4 0 SCH 40 PVC RISER TO ILO°� f � _ TEE' (�) SLOPE 4-O ABOVE GRADE yo _ •
44 ' I2"x 12"x 18" DEEP CONCRETE HAY BALE I 12O• SCALE: AS N07ED DESIGNED BY ✓B.S.
SCALE: 1 " =2A' H0Z1Z01` AL LEACH
SIO G.W. NO fi.W. DA�. JUNE 1, 1993 CHECKED BY.'
AREA ANCHOR BELOW GRADE SIL TA TION BARRIER
=2/ mreriCAL s" VENT DETAIL SCALE ELEVATION EY VER77CAL SCALE.' 1" -T- T-S
OBSERVED GROUND WATER O
HANCOCK SURVEY ASSOCIATES, INC.
BOTTOM STONE BOTTOM (NO REFUSAL) L 235 NEWBURY S7REET, DANVERS, MA 01923
REFUSAL/LEDGE -_%WSHEET 1 O 1 JOB NO. J162