HomeMy WebLinkAboutMiscellaneous - 46 RALEIGH TAVERN LANE 3/17/2005 Torun of North Andover
HEALTH DEPARTMENT
27 Charles Street
North Andover,MA 01845
978.68$.9540
tttttdo vcpt°,t•Om
SEPTIC LT
DATE OF SUBMISSI(DIVt__ . 1-J 1`,
SITE LOCATION: H (C) .V,) b � "� � � ,.e�{ � ..,� . .�: ���
ENGINEER: -r...
NEW PLANS: YES ,� 0225 00/P"l�r� -> Check#:
(ini*ttles 1 aced one Re-Review Only)
REVISED PLATYS: YES S 75.00/Plan Check#>
SITE EVALUATION FORMS S INCL EID. YE � NO
MAR
1 OWN(A l liiLOCAL UPGRADE FORM INCLUDED: YES NO HEN Ti i
DCV 57 vy,4 S-vUSVV)VT1d 0ES6 vlG
Telephone 2- 2-''JI(S Fax#: 0? L2 c�C '
HOME OWNER NAME.
OFFICE USE ONLY
When the submission is complete(including check):
1. * bate staarrp plats and letters
2. .......Complete rarer!attach ,receipt
3. 7) ' dopy File;Forward to Consultant
4. Enter on Log Sheet and Database
HEALTH PAGE 02/04
T014' 'OF NO AL'VDO R
OMce of COMMUNMV DEVELOPMENTAND SERVICES
HEA1,TF1 DEPARTMENT
400+O Cia0C 1 S h'F,,T �.
NOR-M XNDOVER, MASSACHUSETTS 01,845
$n 801 Y. Rmytlln REVSIRS J7r3,CiFtt .95411 N Ph ow
Public:114ca1111 Virco,or 978.6818,9542--FAX
April 25, 200
Dougla s,l. rxait a .lt.,S.
S09sraiffi Desna ras
15 Foxbevy Drive 115
-F Boston, NH
RE ti
46 Meigh Tavein Larne, N.'irth.Andover, MA
Dw Mr, Smith,
The,proposed septicsyslxm design plan fbr the above site locAtion, dated 3/3/05 and mceived can
March 21, 2005, has bew reviewed, Unfortunately, it cannot be approved retool the followinS
ite s ed. Eactj itm is followed by the speci& mution in Tide 5: 310 CMWA 15,000, or
North Andoti -regulations w1dch is not met by this design.
3. It is unclear what is specified for the assessor's map and lot number. Please clarify the
nember currently indicated as"210 107th,"'.
2, 'I"1'ae desip LTAR used for the primary learbing am is incorrect. ,A,vwue of"0,7 was
ua;ed(Class 1) whom a valtie of 0,6 should have beta used based on the snail texture of
the most restrictive wail layer( la s 11w y n). -242(1)
3. Trenches should be used where ever passible, .Please provide as design using trenches �
iaxsteaad ofaY held ear ltdrr why this is rarDt bleu this site.-2400)
� '
4, Regarding the profile, please provide the follo at s_ —220(4),NA8,02
a, Exis ' grade should be,dMwn as a,lime running through the length of the ertire, Z111..r
System,
b. Finish gmde elevations over tkae septic talik dbboc,,and Soil Absorption 5yat
(SAS)should be stated,
c_ Estimated Seasonal Ogb (kound Water(1v3k GW)elevation should be sWed. oo, °-
d, There is less than 9"of covet shown over the tank:.
S. krhe site plan inrut show all of the distance between the buildirgg and the SAS and
distmice between ft Diu tank and the property lints,—NA 8M a-c
6. A North arrow is inissisag. ®220(4)0
i78Fr 8f1384 7," HC AL_TH PAGE 0:3/04
� f.,lcvartions are not given on the proposed ccaratcacrr liar around the primary or reserve
areas. -200(4)(g) If the contour,$are at 2" intervals,they do not meet the 3:1
grading r uirernents, -255(2) If'the contour Wound the prtxzxtaxy SAS is at EL 9$�
there is rrcat 15' hoxizontal distance to breakout of 98,l6,
'Cho note on the carcass section states: 6" washed sand under system. This note should
be clarified, as it is in dirft-t co lict with mote 10. Also, sIVAlficantly YnOre than " cif
send will be needed for the septic system to be 4' above the FS OW,
Note 10 7 at mil,should state that soil removal must occur 6" into the naturally ocr urrin
m p�
1•)
Basvd on ESHGW Elevation of 93.44 and bottom of'the SAS Elevation of 97.25, only
3,85' Separation to groundwater is prcMded, CDesip note. Since the currently
Proposed slope of"the building sewer is at the minimum required t%, it appears the
building serer will neesi to be raised at the.foundation or a pump and pump chamber
installed after the gcpt c tank to meet the roquised groundwater separation.]
7 l Existing septic tank location must be shown on the,plan, A mote regarding proper
alia ndortment of the SePtic tank- is also needed. «354
12, The depth o4"cover material over the leach area must be specified, The requirements
:are i1 arair inium 12" (9" clean baclrfill plras 3"topsail) and a maxitnum 36",-221(7)
C3. Regarding the buil&)g sewer, the following details mast be stated on the plan:
, "tripe diameter (4" minimurn).:222(1) �
y. �rJarrcr tigls€jraixrts. :�22(3)�:(�l), tt�14.11.C�2
w, pipe laid (raa a cornpac;t, tiara base.w222(5)
d Vioe laic.. on a continuous grade in a straight line,,222(7)
t 4, Regaxcting tht*effluent filter (refer to the Massachusetts DEP approval letter for the
wlea,vI filter for additional details),
a.. The rrote ors tlae plan stata; the.filter vui.11 be installed in the tank outlet. It should
!MY "outlet tee" of sortie other more appropriate description.
1� ` be,filter typaetname should be stated on the manhole carver,
C. There sh0111d be a1.finer Maintenance scht axle specified,
'5 Regarding the septic tank, the Balloting specific;3ations need to bestated can the plan;
2 2 8(1), (2), 221 (8)
3.. One child-proof m ralrole cover must be constructed to within 6" of finished ga°ade:
la, The 10cation of the access port(y)wltich wvill be fatted%ith a risers)must be
sp,nified
c. Ttae stone bea,cath the to ilk must be specified as e=
16. Rt�garding the distribution box, notations are needed for the following:
i. Outlet pipes laid level for the first 2 ft.-232(3)(x,)
ii. Swine beneath shank be <= 1 t/2" .--221(2)
HEAL 0;
i 1:.+c; vr, "Iirdisiri;The Wbr.yGin bon, there Is ordy 1' mom�.i tile,edge of the box Emd �.
ulaambmv Tlltat vvi'il Hk y not be evaughspacefor the multiple pipes and Vend s
k y Ted
Kcg„?w W ng Me g4acement of the riciil syvtv.m, what saa depicted on this plan is .. .. ..
net what wos dimumad ht to Add Du6rtg soil re°,qtar , it vvx,4 uoted that exteusive Cill,
m fart-'A Xv&q emc°.c:imb r ed hi 1:ot.4t pit I at the side nmw the drivewarr, It was dedded
7t ',,4at 'ime thai the Odd Wd be Wed, a-way from this am, neam-the center of the
YJt J HeMe subatlit eta rnpA cad on Q addidmaJ NJ tes6ig,to be rfdrrried its Ime
loutrou of the sWl absotptimi `:b'y e-t pm posed on t.bia design p6 m. Mmenatively, yo l
11*'RX 6,Ai to iruc,,vo the soil rAiriurptioxr, S�vsterrl to a location encompassed by the
a,+im all test pits m ms the field when the original 6te evaluation
&C Mf Td.
Please depict the <cat of the V I d 9 mJY 'voarhas on either side of this pam,,�I C
TliS9s the
coritirolatioo c'l rhe Comw-,stion C;crumfission %Uh this delineatiom aarl
iflrl;c; 9':r t�ie� aaalCK a 't l �i° 4ldl kC 'l fit. °' ,
...
lava c fi re, to ' ,,rata the.. ot`aire lAvIi�.ra auty quostioTig you .way ay have, We look J�nwafd to
'Vo,t.: y vitrt wa to OWN a mqwc syaa mm Wich At be ill coalp ia1`c `W,Stb tAl re watzovs and
mirs mum ion ofpublio heaakh mid fhe anviromricut of'Nortft. ktidover.
BS/b(`'ya" �k .,,.....,..... ...._.
r
�if„
SOILSMM DESIGNS 15 Foxberry Drive
New Boston,NH 03070
(603)487-2298
DoMlas (877)487-2298 Toll Free
J. Email:soilsmtih @aol.corn
May 7, 2005
Attn: Susan Sawyer RS
North Andover BOH .....
400 Osgood Street W" C E I V E
North Andover Ma.01845
Re 46 Raleigh Tavern Rd. Septic Plan MAY 'Il 2005
Dear Susan: H A I fl"JOV ER
I addressed the items on your letter dated April 25,2005
Enclosed are 3 revised copies of the plan, a copy of checklist and letter.
#1 Assessor's map and lot#have been Corrected
#2 Design size has been changed to Class 2 0.6 value
#3 Trenches are not feasible on this site. In order to provide the separation required in between
trenches the area is so large that it extends the system over unsuitable areas based on soils
and topography. On this site I believe that a more compact footprint as I designed results in
placing the system in a more suitable location.
#4-7 These have all been addressed
#8 The washed sand note has been eliminated
#9 The 6"soil removal note has been added on the plan
#10 The elevation of the bed is now raised higher so that it is 48"above eshwt
When they remodel the house they sill raise the sill height accordingly.
#11-17 These have all been addressed
18 The system has been re designed to be over TP 4 and extending across the front yard as
discussed in the field.
#19 1 will delineate the wetlands on all sides of the property ( I now have permission from the
abutting property owners to enter their properties to perform this task). I will submit a separate
plan to Conservation as these areas wont,fit on this septic plan.
Please call if there are any questions.
Thanks Doug Smith
rr�
Soilsmith Designs -
CRECKUST FOR C)R"la,`H ANDOVER
t tt �
SEPTIC.��a'�`1C1�i1'l'PLANS l�e�
_CZ �� ° �`��,1l�it.t"•lt
`l:'Y�4: 1'�11otdiru; i�,.x�1,v.cleli4t chat nacor orut�s all 1"it'le 7 and loaat tt ulations l.t^�n lTr.�' . r
f
l'iran f,),att ('-vision Daie:
1'tUp4T'[y A.clilwSS ._.._,..,.,, .,__.._.___,,_.,�,�„,..__.__.._.__.__...,.,�.._....__..._ Nlf! i',..OL:
Bc)1-1lzt�viewwt' 'X o(yf l>ltrtt(r1e�u ur t
, _ �. _ __. Yp
�
Ntribrr 0( Ttdreotaas. .,.. god) 0arba ge di pusal AllOWed.
.�._.........
y't-,f 'N.A, �North Aii dover,Septiv 10,;ul>ation, bthus❑umbers 10 Title 5
tJlS k�ibt�lunr 'N,'A
Street number rind mop/iot..220(4)(u)
C+ w.imum sc ide.of i "=40' far plat plan-220(,4)
4aximuzu s�:alu�til''1 "="0'far profile and cornponent dotsilt; 2Mr0(�I)
_ L.ti:ga�1 l�uuncl.aries of thu f,001i(y being,starved a 220(4)(a)
Eames r of bc�dtc�olti"uTta re,"- t(ax mop- 1x� �,172j
as,design crTlcs.,-Nth 8.021
Nwne &address of record owim appliwdlnt- NA 3,02k
IUante 8,-6dre"ss of designor-NA 8.021
Violda and tocca.lon of ill ci&setztents-220(4)(b)
01te plan drawn&any revision duto- NA 8.02m
All dwellings;kvid buildings,existing and proposed-220(4)(c)
IZ' __-_--. ius)(;4Ltion of all existing or proposed itrifservioms tsrmis-220(4)(d)
All distances on situ plttr,—SSA 8.03&z c.
1344 vutiw(of))a'+aht)sc d d6vowaty-NA K,02t
d.o�.,mioa and elevation of foundation drain-NA 8.02y
Location and dimonsi,ons of the system incl.reserve(rmw const.)-220(4)(e)
LJrruts t f excavation of leach urua on site plan-NA 5.022
Locus plan-220(4)(t) ("Not to sonde)
North arrcaw 220(4)(g)
_.._ Existing and propusud ooatours, 220(4)(g)
L�ocatiuns and logs of deep holds-220(4)(h)
'.ocution.s sand lo,-s of percolation testa- :220(4)(1)
Dme(d)of soil trstinp-220(4)(11)&0)
Ex isung grade elevation of each deep hole:-:220(4)(h)
Elevation ofpercohition texts W N.A., 3.02n
� Wuii(+ Of.app)•cwTng authority representativ�t W 220(4,)(h)&c(i)
1�4ctrtae ot'soil evaluator•220(4)0)
`>r,il ln;.,s and perc test lugs matoh BOF4 wcords
LuG.aliotas of watwrllu®s, drains,and subsurface ulilituas-'220(4)(aaa)
-� L')Sserved ond radjustod gm. elevullon in (he vioinity of the,&ystc;m-220(4)(x;)
Cumplete profile of the system to-cult:-?210(4)(o),NA 8.02u
Cross section of"leaching,facility - NA 8.02w (No( tea.cuW)
L,uc;atiors of bonchtr,aek(k)within 50-15 l"eet of facility -220(4)(cl)
Nate listing all variance requests with proper citations- 220(4)(1))
r1 l _,..___.__ __... L,uual upgrade approval tr,tltjost fortta submitted-403(1)
2
Oj'igina(l"w 3,il'13 8ttirill7, signature&date-220(1)&{2)
sp'O ivd within stalxip. P+ GL C 112 S. 8I'M
suppliu, ('ultra 4001 pub, wrlls(aafin 250'),pvt, welly(w/In 150') -220(4)(
t .� <u disclaimer rVA �i11a; ate, w/in '1$f)'nl' yt;t��tx7- l�lt1 .t)2r
Ile
� .
_w .m _..-....._._,.
fly) ,. ras Platt rofereace u'r certil'icallon reyuirod(prop llnn stmback:s) • 22 (3)
Plun 8f)nmin i cxti rtifjcaaiun suikemetlt
Urs,approvals/slant aids checked for T/A Eystem• DEP does.,
ptgc rate>30 Ml,1-tlot iiawetl kpr tlt;v,L.UA,for up rude- 15(1)&,, I
IV Pe,: c rate > 60,VPt-rauv iris mod;fie(l ri,gla reink rrt,CI,A technology- 243(4)
P'Tvposed syswilt qualifies as "shaved" systom-002 (definitions)
h Plov- is uvo: 2,000 gpd- No R S,tdloweo-270(1)
i)rssign flow wat, set in act oiJatice with aide-203
" f xi,rCitlg sy:itom location and note on proper iibstulonmem- 354
fL 1,-°.ac.hi.rtg facility at 1Gast I' above Base blood elevation m NA
Ad)piping Sh„e 40 minimum-N.A. 10.01
B.a.,imeni Ruov millitllujvt 1' ftbove groundwatt-r elevation-NA.5,04
Voundation&ain prrstnit with elevation N.A.8,02y
OK Probe orn N;A
Proper deep obsorvation(tole logs on plan-22U(4)(h)
All a1e�p holds and peres shown, irat hiding aborted tests-NA 1S,C)2r:
Soil evaluation fomis submitted within 60 days o1•Bolt(work- 01 (2)
Proper pereot ition tvst lag-220(4)(i)
Aniple dre;p obvt,rvation holes let prirmtry disposal area(filinimum 2)- 102(2)
°"'Y ;kmple deep observation holes in secolidtaLy disp osal ar", (txtinitxiurn 2)- MW
__... ' Ample pert lusting(one in each disposal uroa, 3 in prim. >2,000 glad) 104(4)
...... Dvep hole testing cunductod within two years-NA 7.05
Hole ldentitiaution Numla.-rs.
tu;tepuble wvil Gd
L,cIcich iaciht'� iriv&l'el.
g,-Oulirl '.vater L - -___. ____ - _.
r"ius ll ei. ---- ._ ----
rac uwil of fem'h f4cility el.
thi„kness cal acceptable soil
t cforo k,aftec ivii R.8,R
wparation to gr„uxisiivaztes'
soli;rr'n"t(,n to
sod b�lass _
2
^
T/ 0 _J�kor7 Hi'IV3l_I 9 Y8V9CKLG
S
pure rate _—.-
loadin
septic tank oeluw g.w. uibic r (yes or no;
pu_no tank beirny N w. table -- —� (yos or no)
L1 ill fill ___ • 255(1)
j, eAback Msfs ces c Given in feet) 15.21 1
"YES NO t�;the lot in the Maki C ochiuwiek Watershtd? i<ttl 6.00&5.02
f)k p o'► Ursa_ 'N/A
Septic Tank Leach Facility
Propsrty line 10 lU
.-:altar wall 1G ?0
11�3round Pool 10 20
Slab fouitdation 10 10
puck,on footings,etc. 5 .1{1
Wacrtina 10 10
privaro drinl. ng wail 75 100
�._-- _-_--- teriyation wtil 75 too
W ddands 7S 100
Publ;o well 400 400
Wetlands bordering surface 150 150
water Supply or crib.
(in Watershed)
Trib.To Surface Winer stApply 32:i 325
12 esrrvoira 400 400
Tributaries to ramurvoirs 200 200
--- — -- _ caroms(wat. supply/trio.) 3U too
Dwins(intevu'pt gm) 25 50
t�buadalicn drains to 20
Drains(Choi} 5 10
Dlyw(As ?0 25
Uowiihill slope 15'to 3:1 slope.
.4
c-r Pil
w/o barrier
OK Problem N/A
Grease,crap rwquirW for certitin uses(cheA'230 for dowils)
„._..__._. __. "" " Pipe diuiru,tur tisted (44" minimurn)-222(1)
pipv - 22(3)
Pipe rill iron ot(S h 40
PVQ-NA I I,C)2
Wutortl8htjoinis y r;cifle -222(3)dt.(4)
°m Pipe,laid on compuut,tits base-222(5)
pipe laid on eontlauous gr�tdv in straight line-222 Q
Cleanuuts precede till shames in alignment and grade-22l(8)
LYn— _ - ivl.�inholo at any 90 de g reu ali8nuler, hhn
Cleanout rovided every 100 toot-2»2(8
._ ..,...�....._ � +�,..,..- "8v_2220)
lnvuatwlevitiun at
building:-*
uildin
C"r laavert ulevalrion at septic tank.,
Slope, <(iruni
Length of Curt:„ � � _ a
,-� `rnuRl of O,bl�a 0,02 r�csirod)-2"2'2(ti j
10'Offset to privaiu well or su iian 1'iiie- 222(2)
ep 1 e LEA>tsik.
0K Problem NA
Tank is accessible-228(3)
No structures above tank—(228(3)
1:`ank can accommodate both primary&resorv6—NA 9,04
Ol!`!;of tlow(regalred&provided given. 1500 arum')-220(4)(f) dr 223)(1)(21)
M
2-3" drub frum inlet to outlet -2270)
Nlinirnunr of 4'liquid depth-2213(2)
3"air space above tivsdbal'tles(iruniruwu n)-227(14)
4),air spac;c.ibovv flow line)(minimum)-221(4)
'i'ees are nbaffles not to be veplaced by ba -227(i)
1'Les extend 6" above flow line-22'7(1)
'Inlet tc;v uxtunds 10" below blow lino (htinifftrn)-2270)
Outlet tee extends lei" below flow line(morn for deeper tanks) -227(6j
__ .. m.. Gas bwfile installed on outlet.-227(4)
.___4,, Access manhole cover above center of umk&each tca(oxcept 2 oompart)
"28(2)
t"" 3-20" manhols 22$(2)
1 :hildprool',2214" riserIftinnhule w/iii 6"offimtl grradv it<I000gpd- 228(2)
l' �J 2 ) 2221f,2)
filet and aut�lea ttdus on cenr�r line-2�.T(1
__.._. � .__ �� A Soil coaril�a;�Ctoii below tank spucifiod(1f soil is non-native)-
I1' i w 3 4 B rno bunostih tatty.spe0i11ea 221(7)&2.2 8(1)
tt .� n �7 t <
I(mil_�..,
`^ , gpd AND not a singlu laam, dwell.mucst bv.2 tks or 2 scrap. 3(l)(b)
If plu+staocil es disposal must bo 2tatitics lu series or wpmpaft, tank - 2.23(1)(c)
13uoy tmq talcs,requited it tank at or below water table-271(8)
Tank is watertiF3ht-221 (I)
7" of cover over tank(iaunirnuin)-228(f)
t-1- 1 0 loiuling(turn.) -H-20 if traffic- '226(3)
-.u.. ___..____ w.L„ °✓ Top of talik<=36" Itulow 8rLide-221(7)
jr1 n, Ali puncpine to tank(if applies) in accordance with -229
rank is set to keop old syAvm its service dur-ing install if possibh,
l
:T P,11 HZIV311 908899846 SI !GT I;JCaZ r Z,'t 0
'� !1 ak k".Cheek nru of not present,
OK pr()blcm NA
of design flow or 2000 gallons provided«-260(2)(u)
3- 20" rnuntioles-'?213(2)
r _ ,Sc.ii1 conrpavAon below tank sNcified kjf soil uon-ntrfivu)-221('.0
6"of<=314"stony beneath tank specified T 72I(2) &22S(1)
Tstraya.ns.y c;arlcs,Ret7trired if tattle at or below water table--`22104)
Tank is waterright-22'1(1)
9„of Coyer over ta.ak specifi(:d(minirnurr)-22$(1)
t1-10 loading(irrin.)--1-1-20 if traffic•-226Q)
Tip of tanker 36"below grade-221(7)
it pumping to taak(ii`applies) fu accordmlc,-,with--229
AN alarm se;at 3/3 tank capacity-,260('')(c)
Am 1.24" 1'r"w/cover at finished grade-2228(2)(1)
"Yeru roared avce.,is f'arpumping--.228(2)(11)
kEUt, 't fio ffiix(Check here if not hreseni:
OK Problr:mi N/A
.°° Inlet c:ievattort;
Owlet alevrsfian:..._._
) 17'dr,)p from aralet to out1cf.(inlnin.aum)-232(3)(b)
_._. d" sump(inimmum) -232(3)(0)
Ali outlets at stun etevartion -232(:3)(10
U4 w>l ras.r lr teb G pr i p sa luutil dts e v_el_f_ fixs' / )(G.
)
S440 111A 0U1 i + �r
��p
va � lTber of laterals.
;of
Site of autWts:
Inlet buffleOrntr min. 1" cues outlet inv�,rt for rr►1 d-boxes- 232(3)(x),
wail uorripL(,tion below distribution box specified(if soil is nonnitadve) •221(2)
of stone beneath distributioa l ox apecitied-22l(2)
_ fiox is Watertight -211 (1)
Top of box<m36' below grade- 221.(7)
r i F:luoyasicy calculations rccluirod ii'box N at or heluw water table - 22].(8)
to t ( 2t 7�31C(Che,t:R trere il'raet p'eseat:
OK Pmbicrn N/A
voluntt s,�ecificcl; 220(4)(x)
Pump on tslcvation- , -_, 220(4)(r)
Puinp ni'f eluvadon: -___. ,_, —220(4)(r)
,.,aurae rm elevation: .a 220(4)(r)
N umber oP cycles per duy.220(4)(r)(also 254(1)(d)it gravity Prom d-box)
lvlinimuni'21'delivery line to d-box if gr�rvity -254(1)(c)
Nressur dosed i,l'. if i'luw>.,2,UUU gpd-2541(1)(a) b'e 254(2)(;a)
Cyc(r a per day is coalsistent with chamber volume- 23 1
VAUrm,r,alc,ulations include flowback volume- 2') 1(2)
y
er ;iat ri11 HL-1V3H 92.V88888L5 SL"rT GD2tZ ZZ/t 0
hr
'.t hour storage c4pauily above pump on clevution- 231(1)
o�l'pumps: _ if sySUrla1;',rots>2 dvvwllill�units-'31(fi)
_ Capacity of pui»p(t;) gpnY 0 'TDIT - 220(4)(r)
Pump can pass 1 1/4 "s(Aids (minimum)-231(7)
Pin-up coatrol&specified • 220(4)(r)
Almm eiluipment specified-231(2)
Maim is in building and powored on supua•ate circuit 1a'0111 pump- 2') 1(9)
hurrip sequence corrr,,:i(Off-lean onWlag un a�lasa�rz,u1�)-2;31(8)
Puinp performance curvos included-220(4)(r)
:v1.r,aaal ol)orating switch-N'A 12,01
Chock vatvW,hleedor}role, - NA 12.01
1 childproof,24" risvrinlanholc,to final grildo-2',,1(5).
Soil compaction beacatfa pump chamber specified(it soil is rtou nat.ve) 2`21C'j
(,"of<=3 4"storie "oeanoath chAmbr.�»rpociJivd 221(2)air 2288(1),
'Buoyancy culculationg if charnt+ol'is at ar hulow wauor table. 221(8)(Cb
e)" of cover over chamber(minisnt,lri)- 2213(1")
lt- 10 loading(rxv.n,)' -H-20 if Traffic •226(')),
Ctawrrber is watertight-'U1 (1)
'rop cif chamher<=36" bt,luw grade- 721(7)
X ' e iit��' �t:il'ity (l aunt a'sil-complote for all desigm)
OK Probkmi
509,laLrgor if gairbal,c,disposal-240('4)
used whemver possible- 240(6)
`v`o
No
i le or it iporv.aTv a above 1.f. units unavoidable -240(7);NA 13.02,'
'lrene,hrs to e u
° Nit'✓�i�IC1C or 1157
_...._. __.__. mpelvious�3ovcsr - 24.1 (1)
._ _..w . �• V mted through sai w,pipes as distribution system-241 ())(u)
cnt proturted fll•(iva prrcipit,ation/auiinal etrtry-24.1 (1)(.b)
__.__ ..- ._..... Vent Js placed beyond rsaff-.ic or inapervioels urea•.24 1 (1)(0
_ 411 lineal connected to vent if heal or ki,onc;hes. 241(1)(0)
)' cover over poastona-240(9)
Reserve areti provided(new construction)-248(1)
_
Poservc 4' horn prirttary lecac,h urc,et—NA 9.04
(�' p -, °� 1)sepa+°atitin ptm g•w -? a.,r,,�
i 1f ere rsat'x�°;.Mh
_. _.
4,, clown to 2'wlti) varlanae nr 1/A u radns only)of raattu`al soil u.ador'I.1'. � ) i
1 p n is adausWd to hr hest e,Ustin grade,r. .ae:ility c5its lotto a hi i s.u, y
� VV se auat.a,
,. 1 oe slopa minimum of 0.005 x'51.(9) g r .�, •
s° t,cluire 5'rernoval and replacement_C in kill - 255(5)
—mri', op of`loAah Facility ex,36" bvlo%y grade° , 221(7)
k ", lrilral guide ov(:i l.f.mit:rinaum 0.02 ft/ft 2400 0)
_wfacea &subsurface,dreinogc uevay from l.f 240(1 1.) ft 24.5(5)
&rlimmurn dcNigm [low 440 Bpd without tleud restriction—NA 13.01:
1 el o,pe where grading recluitaad- 255(2)
v) I`x of fill slopo straps 5'from prupt.i;y line or swab;, in,l...al':e l - 255(2)
I mperriieaiblo harrior at<3:'1 slope or-e 15 feet to--3:1 slope- 255(2"
fnlpermeable barrior/retaining wall poured c;onoreto-- NA 9,02
wall a;tan;pud by 255(2)(b)
".l"op or(twining watll>0 top(rl'peastane elovadon -
t r1';A-414•!meat udgv of leach facility to edge of i-t-t, wall -'255k2)(-)
i'erc tetat(s}dune in rr osi resw wtivo layer- 10J4(2)
_.
r,,rc tee 4' below fenchin,g elevation—.NA 1.f)6
1:3esign flow 11W'd and required/l)ro'v1e"(ed leach arcta l;iver7-220 4)(41,
l..e„tch pipes 30.140 PVC"—NA 10,01
pipes aauniintini 4" diani&e.`except for dosod system—NA 14•€x+
rrr -1c)k-4.a liLifX41 calbJErt'�1F31E. ', ;' T, rti�"/?.t, G1;
r
�t1ay .
t Leach lirwsr .i '.vente d, or co meo d btrrc c1&lrrb 5.((9l
v) Pl,essurei dosing urctance,i`ollowed iff res; � n-254(2)(c),
dosing recluirod over 2,000 t ptl or with VA rc:rrti,di4l L)Sr"-231(1)
Lf m G fhLm Y b.V&4 y (_h'Ol tiorc, 1 not p.,Lwnt' �
09 PC'8.7b1f,w ,N/FS
Number of tsr;a;;hos:
Minilirwxt of 2 trexrchus° ,A 9,01(2)
Oopth of teeuc;hos (111AX off. V): _ _ _ 241/0)
Width of tumchess ('2'ruin., 4'toax) �. .� ...__�._. 2�A (1)(b)
length of L-e u;hes(100'tri x.): � ,; 1 (1)(a)
_.w.u.._. Tronches rare vonted(when>5(7')-251 (l 1)
Crenohr;s t'oilow contour)inns .25 1(Z)
`1'rr;nr,.b spatc.ircg:3 tunes effective width or depth fnininlur'al-251 (i)(d)
to fill ur r,.tscrve btwoon trcrrohei, 0' nun, NA 14,01& 14,03
. .a._. .�8-vailabie loach area given(Min, 500 s.r.;i . NA,9.01(1)
W.__.�.._...W x.#._�._._ . s.f.
L, ._...__ r„ 1)..-. x r¢ _a 2= ,_......._.__s.11
leach=,fk given
_... .._._...___.._. ._ ° -
Loading factor:.........
...__.__.__
Eft`cctrve woa= total txrim_. _ s.C. x'LTAlt �. �._ grday
Offeutive,area is>m dosegn flow of iitc,litt'treine served
_. 2"tif 1/8% 1/2"2x washed,p:ustone..• '247(2)
Trvnc;h deptia of 3/4" r:o 1 1/2" douhlu w¢:t�hed Uurrc-247();
ht,rr i1.not UrUFa°.r'tt: ):
OK Problem N,,A.
41 of pits/flail syster'ns: _ � (dosing ahartiihcer if-,1,231 (1))
�lirruonsions of to ach pit or system:L W �.� 1CD__---------. ��..
D ptt)cJpits tmax OT,
x W e c of s-16( errs
..__.. _.. __ Side:,wull -g 1.,+ w__._ A.D_. _ x 2 x#of syBton•ai.� ......_ .®s t.
ktal area=f�otturn + si ewarll
leach area givt;r•
,
Loading far;tov___
136vaive aaj,aa= totul uxoa, ._ a,r`, x FrAl Y/c1a,
t ffe,i;t ve arou is>m design flow of fatality being served
___._ _. ..... .._..__.- Mirtirnrurt w 2 pits at least 1YX16' a-INA 9,01(3)
_...__ Dr,t ibution for galferi�-s/chrnbrs,in 1xvw;h;arxfig. -pipc "wVvey 2U 25'1(6)
C)isteibution lryr allerieslclrrrrbrs, hi bed wn ig..ea.pipe sorves <m 40 81-2ti3(t,)
pucing_2 tirnes th,a uffecavu width or depth(the greatur)-253(1)(c)
1 118"- 1 /1" 2x washed peastono,-247(':2)
3'4" to ? 112"double washed stono-24?(1)
pit hats at 1(;rast ouu 20" aa;cess covcwr 2V Cl to gcado over 2,000 gpd
,;753(3)
_ ....� Surrc,unding arggrogma thickness betwwri 1'(rein.)and 4'(urns.) - 253(l)(1);
Vvrj.s, if ltecessary, Pxtend under covors of pit(s)-241 (c:)
Leach Fiel& ('C.hQ,:k!lore iP nut prvseut: .�.,. . W)
r,.1fS Problr,m N/A
Number of rtoj N ___ (need dosing chamber ff> 1,231. (1',�l
/
,7r -IrIHA H.L-1kr2H 9 L'hW8 8� �T :!;T G'f
ii
C.
Widi.h:
_ e�
W.1, x W
lvlinimulra 900 srluuc t-vm NA-)7106)'
A )710 6)
Diyuribucion 1l,re:,ocnnectA with solid pipe,—NA 15.01
E'Tfectiv,leach uruu given
__.. _. Loading factor. �fj 2ye_.� � q p� S/I j
EfeCUvu aro is=' tool area ....,-. -, , .t b�)rvP9E'e.._..�-..,and- rrrm.m. d3'dav
6,i'1'u.:tive ared iw>�;design flow of tacility tieing servecl
N,Iiuiutucn of f.wo distribution links- 252(2)(a)
o'line suparatinaa(nux.) -252(2)(d.)
m 4,maximum wpar atlon frwu edge oil'field to linu ,152('2)(x)
1 y, �„ J � 2(7
1C'rra.mcatttur,tir trsx�tatiCrat laetw�c�n adjacent lunch fields � WS.,(2)('r)
i
Bvtween d" un(I 12 of 314- �l '1/, �tonc bent e lk,i�r41d • 252 .•,)(g) �14r.247(2)
2,,uY,"'ll8"-1/2" 2x washed penilono,-24"7(2)
Final
OK Probcrai
Slope-rover►such area miralntunt of 0.02 feet/foot— 240(10)
hall divert druinugu away from leach area—240(11)
C.lraclira�y
Grading,Dopes away from dwalling
TOWN OF NORTH ANDOVER
Office of COMMUNITY DEVELOPMENT AND SERVICES ���`"��fl�''_"°°Az-
SALT H DEPARTMENT
27 CHARLES STREET
NORTH ANDOVER, MASSACHUSETTS 01845
Susan Y. Sawycr 978,699.9540 -Phone
Public Health Director 978.688.9542—FAX
May 13,2005
Bob Bennett
46 Raleigh Tavern Lane
North Andover,MA 01845
RE: Subsurface Sewage Disposal System Plan for 46 Raleigh Tavern Lane,Map 107A,Parcel 106,North
Andover,Massachusetts
Dear Mr.Bennett,
The North Andover Board of Health has completed the review of the septic system design plans,for the above
referenced property,submitted on your behalf by Soilsmith Designs,dated March 3,2005,last revision date May 5,
2005.Received by the Health Department on May 9,2005.
The design has been approved for use in the construction of an onsite septic system for a 5-bedroom(11 room)
home.This approval is valid for three years from the date of this letter and during this time a licensed septic
system installer must obtain a permit and complete this work,and a Certificate of Compliance must be endorsed by
the installer,designer and the Town of North Andover.
This approval is subject to the following conditions:
1. If site conditions are found in the field to be different from those indicated on the design plan and/or
soil evaluation,the originally issued Disposal System Construction Permit is void,installation shall
stop,and the applicant shall reapply for a new Disposal Systems Construction Permit(3 10 CMR
15.020(1)).
2. It is the responsibility of the applicant and/or the applicant's septic system designer,septic system
installer or other representative to ensure that all other state and municipal requirements are met.
These may include review by the Conservation Commission,Zoning Board,Planning Board,
Building Inspector,Plumbing Inspector and/or Electrical Inspector. The issuance of a Disposal
System Construction Permit shall not construe and/or imply compliance with any of the
aforementioned requirements.
Your effort to provide a properly functioning septic system for your dwelling is greatly appreciated. The Health
Department may be reached at 978-688-9540 with any questions you might have.
/'usan ,
.r
Sawyer,REHS/RS
Public Health Director
cc: Doug Smith, Soilsmith Designs
file
rOWN OF NORTH ANDOVER
p� 4so e'�Rr
Office of COMMUNITV DEVELOPMENT AND SERVICES
HEALTH LPG T ENT
27 CHARLES S'T'REET
NORTH ANDOVER, MASSACHUSETTS 01845
Susan Y. Sawyer 978.688.9540—Pthom
Public Health Director 978.688.9542—FAX
October 31,2005
Bob Bennett
46 Raleigh Tavern Lane
North Andover,MA 01845
RE: Subsurface Sewage Disposal System Plan for 46 Raleigh Tavern Lane,Map 107A,Parcel 106,North
Andover,Massachusetts
Dear Mr.Bennett,
Upon application for a Disposal Works Construction permit,by Mr. Warren Pierce,it was determined that due to
relocation of the new house foundation, major alterations to the approved plan must be made.Mr. James
Kavanaugh submitted a plan on October 27,2005. It must be noted that Mr.Kavanaugh has replaced the engineer
of record. The North Andover Board of Health has completed the review of this revised plan.
The design has been approved for use in the construction of an onsite septic system for a 5-bedroom(11 room)
home. This approval is valid for three years from the date of this letter and during this time a licensed septic
system installer must obtain a permit and complete this work,and a Certificate of Compliance must be endorsed by
the installer,designer and the Town of North Andover.
This approval is subject to the following conditions:
1. If site conditions are found in the field to be different from those indicated on the design plan and/or
soil evaluation,the originally issued Disposal System Construction Permit is void,installation shall
stop,and the applicant shall reapply for a new Disposal Systems Construction Permit(3 10 CMR
15.020(1)).
2. It is the responsibility of the applicant and/or the applicant's septic system designer,septic system
installer or other representative to ensure that all other state and municipal requirements are met.
These may include review by the Conservation Commission,Zoning Board,Planning Board,
Building Inspector,Plumbing Inspector and/or Electrical Inspector. The issuance of a Disposal
System Construction Permit shall not construe and/or imply compliance with any of the
aforementioned requirements.
Your effort to provide a properly functioning septic system for your dwelling is greatly appreciated. The Health
Department may be reached at 978-688-9540 with any questions you might have.
Sincerely
f
Su Y. Sawyer,REHS S
blic Health Director
cc: James Kavanaugh,P.E.
Cumments
Date: 10-05-2004
Peter came in to the Board of Health,representing the owner of 46 Raleigh Tavern Lane and met with Susan
Sawyer,to discuss an addition to the house.
After review the Board of Health determined,that the Septic System is OK for a dwelling up to 9 rooms.