HomeMy WebLinkAbout83-1327 - Site Planm
}
A..
T
15rr�
Eua/- 31.0
1-- TOP OF FOUNDATION El.=. 30,oO .. (rooc�>G)
2'7.39
_
—5-0.0 iT is ' I- M =0.c1 IN , -_��,;,
E l
"E-r j��j�
• • ,Nle J _ 1�/ dJTLFT i___ I-1 - Imo--liI--• / R �b 'Tb i'L'Ws54 Cl'� 5'l�sr
IN.I1.2'1.11 N 5=a Of =bvr
l�Oc �"'Ticr tat —� - y� ' 1 Zl vp � •� l ,� Wn� uc0 STsJb
7,oc D/B W/ G`SUMa____
F� 4' LIQUID LEVEL )_'
•F 'L .D—e 14 I �P1iG �tatiir< '%
%P7)O�A�`� IOOOG�L •� 1�5E wrssHEvs�n.lc
Fyo, "•- -�-, Ea -----t-.---. Fov2 F�ow
4.0'.`
56f-� PRECAST SEPTIC TANK WITH ► �r U'�7v2S �Rt
CAST IN PLACE INLET AND r-- C7
"'fir 0"'=�aE aLLa
Sok l06
� N0. 1 a) 0 � N0. 2
j lZ x�Ld.G�
2
8
00 r�.� g
IV
12
r C I
fi~ 13 t
a--
t' h
1 'br bpj 3.\� ,.� i a - — 14 f
�w R! 1 �h z \ -'--
15
—
w PERC TEST RESULTS
ofr"l�c �\� s_ L _ .. P E R C RATE:
WHITNESSED BY: T.f►2(s 4c -Or
OUTLET T•S PER TITLE V �3"oFS�a,r�N�be �o�, w&�R tit —
IA6U kV
,, - 2_3�__ OAR OFHEALTH
4 ,�r�..ur Mi',1.STu�Jf1=LE�/s ZS.3 ,�pTa U•�71•fM2 �, —
S I I E : A'- to"x 8-� x r'_2„ o �,o d r, > p _ _ f'• l N
pu� jP _ DATE: Tao
Ll �UIN�d OACIT`(= 1000 Wna_•ar,1S i+ ` ,rte / <T Fv `p/�
%_%
•c >—_—___._-_--_
_FOJR ', Rti'L
1-tuw Dl cFJhor4
�aD�-Jtli.lp lj inllNtiE��'3F�6�
� Q c
4iQ N nt.. I F6 z el .4 `J '
PROFILE OF PROPOSED SEWAGE SYSTEM �' , F� 2a' v:PRYWEIL ;
SYSTEM DESIGNED BY THE TOWN OF Y/N,r-
rvlo0TFF_ REGULATIONS AND �� r ��' PfzoPoEp FRO F, s
q �kRA6F� rj o
STATE TITLE V FOR SUBSURFACE DISPOSAL OF SEWAGE. SCALE: 1/4 = i D " _ 14
(478% (�'/'oY %tLv)A2c> rL.�o s ! 4 {EL.28.S% I4 L -
��. 41 DWELL}IV Gr f, v,
�Stze 2O c6LG�� \� ' �.,, -fD.) kms_= 30,0 d.3 fir Tut "
l _ \
N.B. 1.
c� s
1 ALL PIPES SHALL BE SCHEDULE 40 P.V.C. SEWER PIPE I^ ^
2. All PIPES SHALL BE SLOPED F-�) 4 PER FOOT EXCEPT FOR 4L �� "" 2� - \ =
THE FIRST 2 FEET OUT OF THE 018 WHICH SHALL 8E LEVEL
GRAVEL._.._.. ?�
3. DESIGN FLOW Z- BEDROOMS AT l Ip—_GALDAY PER BR. 440_ GAL/DAY
SEPTIC TANKSIZE 4av X , GAL.
F` t z
MASS . �sr
ani m C��n1Y sat �«r
USEl000 GAL. W/ OU II GARBAGE DISPOSAL �P,AINA&� � �', � � � '!� �� ,�. � 0, � �,;., I��
LEACHING SYSTEM USE
2 -oZ
4. 14"KI& L 51 LT4-rto J FEde.E 4&a e V,LGS 0�1 COTtae- Ea -raze ° ?6
04 -
S
LY (-1 aS�Ci3EF3�/45 sf0.Ktp 1\ Z/ N 3 � te- K I � �qti / �° .1 '� E)c,sr.,h
EFFECTIVE AREA: SIDE , 1. Zr c -S4 4'3tL+��
BOTTOM-- C34 �') y l.o zcxtUP9 �f' �'o, }�/r2
TOTAL REQ O FL0W_J:�� X - err W/ �6ARBAGE DISPOSAL G�+�.. LoGr" ( ?l a i !i d 4L� Drt,S���En �a
TOTAL FLOW 4dLvGTPp (;zvyr�vrj �-4c
d n 4r�¢ - 4a _� " ISPO Al k�"'�iZ���e
RESERVE FLOW .A," 4-AeR = �°`}� `' ' ., A- 1G, -7 41 i � � wdTe�c.v�/�t
- �• _.. G A L/ DAY N r�E-s Erz.r 20 r s`T� r �-^^-
J'
r
ti , 5(PE U•Jh'
tlt �
REFERENCE PI ANS ' S�� �� "Gy�.e-e•JQ eress-z3-sem hz�_ l z9 feAJr, � "I
�i147 19c Z95
•R' t�.h FSY•Dt�w�JGo.v� E.S6r., Ce-3U-�'��/� -� '-t - S - ... __-�.,_'. - _ _i �:<• _a vt�};� Ta.n. � �s ss,nr�:�
-- .__ __ � tt 90,4': 9�^ol3a rtc^„-r 2-ZI P --.4._.- - _. _ _. _ _ � � _-. L. -._ .-.- "�ccr-e-C•vs v.,�>r� Ed 9.> �
FYp1¢wM ovu�ZS�U(oMEs �Ro GrA
{..WAY
Mep`GaSz LY -A' ;? (L- -3 1,
�����'tcdQ•'•y
,.
i
'rNZp,OyTli l °I SC `�JFs � �`I-LA- J DoT 5 Ek —e5uv F M t,j drrca .
ELS ,.M-,-,. o a s _fir' • _ __,,____._ 5- - ` LE I 2� ' •� ``
G���vu�s GQ��Es Mtcl Tri�Y�'CF 4GtT6&'_u.S-rr�:'30'-G” t Yo -7
G'rvr'�sc o AUX ✓_���/S, C'o�Jrou�s/ �'(:itoPL1,3r S "gY Gd5 'sR..)r_JcyZac. ---- - —
De•rvat iii c R Giiui,J oaf C kz QSsclwtc SrrERvJ l�'3o-e9
C.CAOtr
PROPERTY OWNER SITE AND SEWAGE PLAT
_- - - -- - _-----
F A
:. R on}'S�Y-VAT(01JS.S(a
_. _.. 36 2 _ !n Lam- ____. .----- s :,• , o.,'•. s_ O 1�'pPb'�b F6NtLY tztrSioeJcs 1"j'toP ii'SE.h:o. '5—Tl
iI
t
LDT 1. �-.lAwy CIT%A.. A,ysc-4sor* rnev Irl ?oe ►a3�
• ;„
,
BAT E. 4- I s- 9 s PREP. �Y: 4�.SuR.iEY Inc
4
PICOfog: RoearzrE.91voN 5e.avw.cw,MAoLs6�
'< ,� '" '%r,•sztvcouru Peat' 3�8-842- G1A1 Sala - 34�y_a G l �y -
645.WehYt
weu hcv/ t.
Al•
+,• •�
f'1p.OZf,'ls SDS -342-3L28 Toa-$aG-S�t9
_
(,e,
8
00 r�.� g
IV
12
r C I
fi~ 13 t
a--
t' h
1 'br bpj 3.\� ,.� i a - — 14 f
�w R! 1 �h z \ -'--
15
—
w PERC TEST RESULTS
ofr"l�c �\� s_ L _ .. P E R C RATE:
WHITNESSED BY: T.f►2(s 4c -Or
OUTLET T•S PER TITLE V �3"oFS�a,r�N�be �o�, w&�R tit —
IA6U kV
,, - 2_3�__ OAR OFHEALTH
4 ,�r�..ur Mi',1.STu�Jf1=LE�/s ZS.3 ,�pTa U•�71•fM2 �, —
S I I E : A'- to"x 8-� x r'_2„ o �,o d r, > p _ _ f'• l N
pu� jP _ DATE: Tao
Ll �UIN�d OACIT`(= 1000 Wna_•ar,1S i+ ` ,rte / <T Fv `p/�
%_%
•c >—_—___._-_--_
_FOJR ', Rti'L
1-tuw Dl cFJhor4
�aD�-Jtli.lp lj inllNtiE��'3F�6�
� Q c
4iQ N nt.. I F6 z el .4 `J '
PROFILE OF PROPOSED SEWAGE SYSTEM �' , F� 2a' v:PRYWEIL ;
SYSTEM DESIGNED BY THE TOWN OF Y/N,r-
rvlo0TFF_ REGULATIONS AND �� r ��' PfzoPoEp FRO F, s
q �kRA6F� rj o
STATE TITLE V FOR SUBSURFACE DISPOSAL OF SEWAGE. SCALE: 1/4 = i D " _ 14
(478% (�'/'oY %tLv)A2c> rL.�o s ! 4 {EL.28.S% I4 L -
��. 41 DWELL}IV Gr f, v,
�Stze 2O c6LG�� \� ' �.,, -fD.) kms_= 30,0 d.3 fir Tut "
l _ \
N.B. 1.
c� s
1 ALL PIPES SHALL BE SCHEDULE 40 P.V.C. SEWER PIPE I^ ^
2. All PIPES SHALL BE SLOPED F-�) 4 PER FOOT EXCEPT FOR 4L �� "" 2� - \ =
THE FIRST 2 FEET OUT OF THE 018 WHICH SHALL 8E LEVEL
GRAVEL._.._.. ?�
3. DESIGN FLOW Z- BEDROOMS AT l Ip—_GALDAY PER BR. 440_ GAL/DAY
SEPTIC TANKSIZE 4av X , GAL.
F` t z
MASS . �sr
ani m C��n1Y sat �«r
USEl000 GAL. W/ OU II GARBAGE DISPOSAL �P,AINA&� � �', � � � '!� �� ,�. � 0, � �,;., I��
LEACHING SYSTEM USE
2 -oZ
4. 14"KI& L 51 LT4-rto J FEde.E 4&a e V,LGS 0�1 COTtae- Ea -raze ° ?6
04 -
S
LY (-1 aS�Ci3EF3�/45 sf0.Ktp 1\ Z/ N 3 � te- K I � �qti / �° .1 '� E)c,sr.,h
EFFECTIVE AREA: SIDE , 1. Zr c -S4 4'3tL+��
BOTTOM-- C34 �') y l.o zcxtUP9 �f' �'o, }�/r2
TOTAL REQ O FL0W_J:�� X - err W/ �6ARBAGE DISPOSAL G�+�.. LoGr" ( ?l a i !i d 4L� Drt,S���En �a
TOTAL FLOW 4dLvGTPp (;zvyr�vrj �-4c
d n 4r�¢ - 4a _� " ISPO Al k�"'�iZ���e
RESERVE FLOW .A," 4-AeR = �°`}� `' ' ., A- 1G, -7 41 i � � wdTe�c.v�/�t
- �• _.. G A L/ DAY N r�E-s Erz.r 20 r s`T� r �-^^-
J'
r
ti , 5(PE U•Jh'
tlt �
REFERENCE PI ANS ' S�� �� "Gy�.e-e•JQ eress-z3-sem hz�_ l z9 feAJr, � "I
�i147 19c Z95
•R' t�.h FSY•Dt�w�JGo.v� E.S6r., Ce-3U-�'��/� -� '-t - S - ... __-�.,_'. - _ _i �:<• _a vt�};� Ta.n. � �s ss,nr�:�
-- .__ __ � tt 90,4': 9�^ol3a rtc^„-r 2-ZI P --.4._.- - _. _ _. _ _ � � _-. L. -._ .-.- "�ccr-e-C•vs v.,�>r� Ed 9.> �
FYp1¢wM ovu�ZS�U(oMEs �Ro GrA
{..WAY
Mep`GaSz LY -A' ;? (L- -3 1,
�����'tcdQ•'•y
,.
i
'rNZp,OyTli l °I SC `�JFs � �`I-LA- J DoT 5 Ek —e5uv F M t,j drrca .
ELS ,.M-,-,. o a s _fir' • _ __,,____._ 5- - ` LE I 2� ' •� ``
G���vu�s GQ��Es Mtcl Tri�Y�'CF 4GtT6&'_u.S-rr�:'30'-G” t Yo -7
G'rvr'�sc o AUX ✓_���/S, C'o�Jrou�s/ �'(:itoPL1,3r S "gY Gd5 'sR..)r_JcyZac. ---- - —
De•rvat iii c R Giiui,J oaf C kz QSsclwtc SrrERvJ l�'3o-e9
C.CAOtr
PROPERTY OWNER SITE AND SEWAGE PLAT
_- - - -- - _-----
F A
:. R on}'S�Y-VAT(01JS.S(a
_. _.. 36 2 _ !n Lam- ____. .----- s :,• , o.,'•. s_ O 1�'pPb'�b F6NtLY tztrSioeJcs 1"j'toP ii'SE.h:o. '5—Tl
iI
t
LDT 1. �-.lAwy CIT%A.. A,ysc-4sor* rnev Irl ?oe ►a3�
• ;„
,
BAT E. 4- I s- 9 s PREP. �Y: 4�.SuR.iEY Inc
PICOfog: RoearzrE.91voN 5e.avw.cw,MAoLs6�
'< ,� '" '%r,•sztvcouru Peat' 3�8-842- G1A1 Sala - 34�y_a G l �y -
Al•
+,• •�
f'1p.OZf,'ls SDS -342-3L28 Toa-$aG-S�t9
FP 112 P4 z3