AP - 2022-015 Pinto Site Plan BUFFER ZONE CALCULATIONS �(;�"V ZONE:
Salt Marsh �'� 1 // ti
weeond sal C. t'II PERC TEST CeD-cv
Existing Proposed OEM Restrchm Are° G. J
0-50 0-50` Doc 286.071 (- Arev 87,120$F I
PERFORMED BYMIL EvALUATORNO.13MCENGINE£R1NG ge " M /
/ �-I SOIL EVAL UATOR NO.133B6 Frontage(min) 75" '•-- y L - rt�.,�
Building/Porch = I,695 SF Budding/Porch = 2,105 SF
Deck/Patio/Walk = 375 SF peck/Patio/Walk = 1,180 SF Z WTMESSEDOt`DONNLILY 17&A RAIS,R.S-TOWN OFDA2VSJABLE Setbacks: r,_f;
Total = 2,070 SF Total= 3,285 SF(+I,215 SF) ••I ]LILY ASS z2.zoo6
Front 15' '
i �� � SITE PASSED Side 10' • r �!,� ti�
\ 50-100'' S0-100': SOti M°�s _v`�t-•
Buildin Parch = 495 SF Buildm Porch = 665 SF 1 ' •^1+"
9/ 9/ ! TEST HOLE-1 EL,LIB TEST HOLE-2 eL.90 TESTHOLE-3 .FL.I].n ,, y
Deck/Patio/Walk = 475 SF Deck/Patio/Walk = 585 SF Edge o 17
_I r FLOOD ZONE: '.'rr'`'AV
Drive 145 SF Or— = 185 SF TOPSOIL 10" TOPSOIL LITER I I „6�riy_ � tI"•
y DARKER IOYR 32 ��.-',tea•••
°j or El-
Total= 1,115 SF Total= i,435$F(+320 SF) /� _- 11 Zones AE Elev. 12', AE pe.'e.�`'OM,-i c,," 1•••'si.Fyj2�;
FB,L l'ERY DARKGR4YISHBROWN
��oa COARSE SAND LOAM1!}'SA ND 13, X(0.29,'Annual Chance)
h MHigation Requ,red FILL X(
AV ) I (Min Flood Hard) i ro
4 X 1,215 SF i- 3 X 320�Fi= 5,820 SF +" t c'OaRSESAND rFELOWISHBxowN
(1 GRAVEL) SR LOAM}'SAN'D J0 Community Panel No. 1�
Mitigaton Provided: - / �- _ y 6, 2014 J I _
7,830 SF -' / s1lT Lar ILLE - A
' � ' ""� —GLA YER 25Y 6/6 564,y250001 CO /• I V
Du}F}fj,LOW. Jul i R
sPa�•
_ ___� GEI'7NERV X R�ZTR".
/ \ - C M A SAND / I
/ '0 NO GROITDwATLR LNCOUNTERrD `5MPERC TES LL I�SE) 140
\ / 1 PERCRATE•2"'- OVERLAY DISTRICT.
ILT_ 12 VOGROUNDWARR°N'COUN CR D '° AP - Aqu,fer Protection District LOCATION MAP:
Scale: 1"= 2000'±
_/'•- �'" TESTHOLE-4 EL 180 TEST HOLE-5 Ec 1]0 TESTHOLE-6 ELI50 ASSESSORS REF:
\ ' Ma 226 Parcel 149
LITTER ]] 4 JOPSOLL l TOPSOIL 7 P
r/ D LAYER IOYA 32 DARKGR IO is J/2 DARKER IOYR 32
• \ LO( A�a17 /�>< 1 VERY'DARK GRAAND BRON"N VERY DARK GRAYISH BROWN VER}'OARX GRAYISH BROWN
f L0.4MYSAND 2 LOAMYSk_o 1 3 L 10YRIID J DIRECTIONS:
50' I BEA YERIOlR 56 BLAYER IOYR 5N BLAYER IUYR 3/d
BROWNISH YELLOW YELLOWISHBROWN YEL1,0 I BROWN
.,ft,AREAS From Hyannis - Follow Main Street to the West
{J/�■� ,.� (M - '�__\ 1 t LOAMVSAND o 3a LOAMYSAND EOAAlYSAI,D End Rotor Take third exit onto Scudder Ave.
J. �!?• m4i+oi ti' \ I'' 1:EI I.W'5::xpc R INS) --1 I _ Y
, CLAYFR2.1161 C[A}'f 25Y&4 A - n onto Smith $tr et a the
' OLIVE YELLON' LIGHT YELLOWISH BROWN CIGHT YFLLOW'ISH BROWN Ur right e t Stop sign
_________ // /[r[I. ! ) �r A[(V 13 M-FINE SAND MF.D SANG MFO.SANO Continue On to Croigville Beach Road and take
`•----�r-- ' �A °--a'� �_ an 'S%GRa VEL;LO05£) (LOOSE) (LOOSE) O right Onto Lake❑,zabeth Or. continue t0
Ira 12? fi PERCTEST I50 PEAL TEST 14 Clark Av. and turn left and Continue t0 Vine
r--�-__ 1f�r1•Y
PERC RATE<ZMMIN PERC RATEaZMA'.IN Av and turn right#63 i5 On the 12ff..
�LT.1R=0.]4) R.0 120 (LIAR-0.74) ]0 12
rvOGROL'NnW4TFR FNfOUNiFRFD NOGROLNOwATfR EhCO1:NTERFD .VU LROUNOWATER EN[aUNTERED
' PRO'AD£HAYBALES LOT CALCULATIONS
W/Sit I FENCING V
•Y-" , ' Lot Area= 361,548$F±
•�1 OR WADDLES - }".,.''
FOR LIMIT
IT OF WORK i� 'N s'F� � ��i tj Allowed Building Coverage = 12„796 SF
Existing Budding Coverage= Z286 SF
p DESIGNDATA TC
✓- 7 SFy�a� NO�"Fy$ Proposed Building Coverage= 3,123 SF
Smgie Femdy 7 llf hhesSMwn on Thu'Plen Arc APProx Al Le.a)2 Now'
J W�l O\ \ / -6 Bedroom Qrs IIOGPD Pnor b.wyExravanpn For Jhu Pro14V'-888C°nfnctor56ell Meke Allowed Lot Coveroge= 36,155 SF
'Top 01 i NO Gubage Gd�e ,M Rryu,nd NIXi6calron mD,g Sa(e(1-BRB-340-]233)aMmniacs Exisbo Lot Coverage= 899 SF
os IdIDady Fbw-Ik0GPD SW1v E =nS&Co=Wang 1-(508-128-3-t. g g
raven State t- _ _ sFr Proposed Lot Coverage = 1,597 SF
U.xaI500 Gn/5cync Tmk 2T�Cooµlrap isRyuned to Sxme AppmPnete P«msts From Towu
ry F� Conswcttpn LEACHINGAREA 3Wbe,.•arSewttE Mn.+Cro wale SvpFly Em Bw Em St.1I
660GPD 0]4(LTAR)-89)SFRequir Be Conslrw.VW vrcl sI"Pmawe P'Pe Sha116e W."Teslcl I.
25%RWwnun APPlar &8SF A.Wal ShI,9I&Geuvl,Wale Lmcs SWl be Consbnc,N.n
W,Mr ZO81CM1IR INIo]"OU&310 e�SW in AttoNuce
-a +n �s■--� Bonum Ane=(13'x IJ't 20'x 151=6695F
d4.Nin,mumnf9"nfCovcr,s RryunN fnr4Jl Compmmtr
LEACHING CHAMBER DESIGN
{ PRO FOE ORYWELLS S AB Struvtuees Huded Tbrte Fe<torMare or SubJE
\ \ 1 s m L FOR ROOF AR Pf7-robeh,tg Ct ,t Uu Iv vchmuler TnfTM OAi Loadivg llu the EnBmrer's .
12-LC-6LcacM1mSCMmbcnma —
^\\\ PATIO RUNOFF Raommrndanon NUIH-20Alwelrs be Uud
//63 \ 1 Double wealnd Sbnc F,cldx Sbo,m 61arn11 Warem Risers and Covcrs to WiNm b"afFnushed Gsah
efll - Finish Grade
2 Sty If Over Sepik Tank lniet aeMO 18 UBvx,and One Leaching Chamber _ _ - ,. r Filter
1PRGPP FF.DELlll2475 _ I ).Sa Uc System bbeln RM ,A.wurdsae Wi15r310CMR11500& iN Fabric
F1 VARIANCES dB CARI.W Z00 nm lRe,4no ene drc Taw ar'B msrobk Compacted Fill (2 AND/OR
310CMR15211SETBACKS BwrdofHWfh Regulauons }}�- - - �• --a I/8" 1/2=
SA.S.TO SLAB yAII P,p ngrobe Sch WPVC ,t} 8 ® 8 a Peo SfOne
I/Il(�/ P SRv 10'REQUIRED 9 UHnx Stull Ha,e a Minimum Ins,de D,menswn°(12",and a Mm,mumy�
15 Buil g Setback - 3/4" 11/2"
O _ .s'PROVIDEO Sump ofb'. _.i"S.'.• l �OOuble Washed
10.N,lm S.11 Durance B.ffim Nx Sryhe TaNClWT StO
310 CMR H OF GENERAL Oudels Shell be No Less,hen fhc L,gmd Orylh Inicf Tees Slvll Ex(end i •7•
(])DEPTHOFCOMPONENTS3VDGP a,, ,th mot EnI,. wSh Fbw LIIK.Q With.
SLaRMT, 14"
PI),0 Gk` \" / f1PT0]2DEAFTHPROPOSED Below Utc Flow Line.arM Sha116e Equipped W'iN aGaa BeRle
CROSS SECTION OF LC-6 CHAMBER
aD( 14Ex5 , *}Z�i y 0CMR 152M UM(4)M )M AREA
(TE AlRL^.t{17 YL Afe;:, PR E _ n/ `Y Gb/D I594 REDUCRON PER JIO CMR 154°I(I)C
°t/ Fnd.7 572'IS'20]E/ TO 360.1 SETBACKS TO WATER BODIES NOT TO SCALE
4614• r t00'Rl.
50'PRO OlURZFD-SAS
5 s H 62'PROVIDED TO TANK
Vent-Vh t Pp
!t . _. L •O,' J � l;r s f E-1 1-otionPtoe
10'Build,n Setbvek J\l J 3 r J ( /' '•" ,. 'O l'- �! \ pc h Access GO-(t}p. be finalized in the
^' ;—` ' y. - �•L Ur f FG EL.21.0 F.G.EL. I8.0 F.G.EL.16.5 (S<e Note 6) 2a5-15.5 /ieltl.
r P�5 )"G J n n FLOW E ui--
\ 50' o s IL6 f 1 �� , �\ ' ., _ PF f! PROPOSED - - - As Req,,r d
I
/ & tic EL.15.45
- ' _ Tv EL A H-zO
Iron PI - _ r Confirm Priw 5
pe a7C� 1500 G,,11- H-20
Fnd - .`." ��/) �t 1/ \ ,- Ta Any Wwk EL 0-Box --_ _ Too El..14.50
J'•. l OF Septic Tank _ _
Mgss9c .. ����•aoaMlld-�-'--'• enL 1-L 12.s7
a°n°tl/ fnI _ 46 0+ � V • / :.-H " Bot Fc tt67
o ) !f t -- - Tv Be Installed On 1J 6]/ H-16
pro ° Peo'eo `� 4� .JOHP!C. SG ��s• -. —so�� EL LC
1I
BENCH MARK - V Cn a Bedtling,•T's,&Eaffels �I
/ ) S4 1i+1' AEG P00 MAG NAIL �, �11 t'n as Per Tdle 5 ll, ° &Replace llll 6_L.•�_.L
10.8
' P O C Tha lOuter'Permeferls oWitme System
1l)V Per M-2
VA ESSmated High Groandwoter
LEGEND: sy�e / O �c by �VV / A9 6 DEVELOPED PROFILE OF SEPTIC SYSTEM
;9.� // � G of GIST
( COT Cedar Tree 1b mat �O O- �sSIONAL UN_ NOT TO SCALE
...yyyyyy J/fir
{ HT Holly Tree f�„' � J o tiP,°°d O �G�' / Label Bank&Add Mitigation Site Plan Per Con Cam,
oT Oec,da°as It. ` /," 1 ,a` �'• /// - _ REV. Add Lot Calculations, &Update Variance Requested ,511212021 J
'*CT Conifemos Tree -L� '�% NOTES: PREPARED FOR: PREPARED BY.' TITLE: Site Plan
v fi
-2,UtPuby Pole •
-E- Electna _ ��� 1)The ,traaWa show,were hooted as the gr0a d Engineering& Proposed Improvements
-G- Gas - by an tio-I survey methods an p•between Greg & Julie Pinto Inc T�
� Wetland Flvg �1 1 (� ` 24/FEB/20 and 04/MARCH/20 w Sullivan Consulting, 11Va AL
O Light Post :IJ .7 2)The property hne i,fa till shaven hereon as
❑ CB/OH i/ ly co Up d from Ioble record,n(ormonon. (508)42843"-P.O.Box 659-Ill Main Street,Ostemille,MA 02666 63 Ocean Avenue
—QHW— Omlheod w,res f I seer@sullivanenglaeom a v4v4w.sullivanengln.eom
—25— El v t n Cont°ar I 3.)me aamm aced is NAw Ba. — W
(' ) ! tQ Q s IQ 20 40 Orvft JOD Field. WHK JOD CTR - .. Barnstable (cel,leNille) Mass. W
y �— Review. CTR Comp. CTR DATE: SCALE. v=
Project: Pinto Project f 40004 — April 7,2021