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HomeMy WebLinkAbout0038 CHESLEY ROAD - Health 38;Chesley Road Marstons Mills A= 101 - 061-003 n y jr� TOWN OF BARNSTABLE LOCATION 3? CAti11-�'AQ SEWAGE # Z0`/ gy VILLAGE IYI i9?S�'O'y �L S ASSESSOR'S MAP & LOT—La D J-061 003 INSTALLER'S NAME&PHONE NO. 40 M/ , 4OVS - SEPTIC TANK CAPACITY IS099 LEACHING FACILITY: (type) Zcg t hiµ, CAzia,Llc-✓J (size) _12'xZS ix Z' lit. NO.OF BEDROOMS 3 BUILDER OR OWNER 6"06 d PERMITDATE: !: D COMPLIANCE DATE: �o1lg Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by �� la41 w T °►� 9,b ate' No, Fee TTHE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS ZippYication for ]Bigoal bpotem Congtruction permit Application for a Permit to Construct()()Repair( )Upgrade( )Abandon( ) X Complete System ❑Individual Components Location Address or Lot No. Gke g� ��� Owner's Name,Address and el.No. Ter b'Vlca1sJzMc ��I/s )OM C,c:.d? Y4 Assessor's Map/Parcel P�rry,p. C—4--+/eF l '} 1n� V►'�.G(J lc�I PC l �9 "' 3 00,-� t-a+f"10 J� I. A' zS.�6 �( Installer's Name,Address,and Tel.No. Designer's Name;Address and Tel.No.CsO J ClZ&—913/ 13 60C, sod - S��- 5�.7 5 5_p4e,, A, 40,1rc, ss o !� /r•, � � /-/olmsr­ S 7_ & QZbS - 1 (� Type of Building: Dwelling No.of Bedrooms i'4,Pr Lot Size 56 ti V sq.ft. Garbage Grinder4 ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 1/0 5d4Ar0pr gallons per day. Calculated daily flow viva D gallons. Plan Date 9 20o�Y Number of sheets Revision Date Title So X-- _&s 16-, f7�s 9n 3S LJ�s&7 Q��/ Size of Septic Tank' /50 0 `T Type of S.A.S. 1 ea,kgf C'aAkys /z'xZs�)eL/tit. If Description of Soil l2��� Soy I lgsp a-% ► IC..1 � �� (C� YO R- Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title of thnvironmental Code and not to place the system in operation until a Certifi- cate of Compliance has been iss 1bbr�tis,,Bof ealth. Signe o Date Application Approved by Date Application Disapproved for the following rea ns f Permit No. 4_ 91(f T Date Issued No. 1 Fee t.THE COMMONWEALTH OF MASSACHUSETTS Entered in compuferr Yes ! ' . ="rPUBL'IC HEALTH DIVISION - TOWN OF BARNSTABLES MASSACHUSETTS , Zipplication for Zigpogal,*pgtem Congtruction Permit Application for a Permit to Construct(K)Repair( )Upgrade( )Abandon( ) X Complete System ❑Individual Components Location Address or Lot No. Gke S lk kc. . Q Owner's Name;Address and''fel.No. Assessor's Map/Parcel Y►10o lot Pe( (9 I— P.� ! ( Vl d 2 S$( � 3 two e � t a I wa o 4% y � Installer's Name,Address,and Tel.No. Designer'sName,� Name,Addr ss and l No.C OV OZE—913� -.-A i3 TU C- AA ft, (.Ji�G�'! �L� �� <'/i}�i.'�� r �7, .6t, a g �JZ iiprn ,$Jyccf DSfr���/�C rzcuS t nj Type of Building: l 8 'Th�t� �o is Dwelling No.of Bedrooms Lot Size � `/ sq.ft. Garbage Grinder ) Other Type of Building No.of-Persons Showers( ) Cafeteria( ) Other Fixtures ' t Design Flow Jw��Q0 ee r gallons per day. Calculated daily flow 3�0 gallons. Plan Date 9—/y` 'OY Number of sheets Revision Date Title Ser/+e Sysk,, ,17�s��il Size of Septic Tank f��0 Type of.S.A.S. Description of Soil ���� � �� low c-. �lo� 02— lO1 Ya$ Nature of Repairs or Alterations(Answer when applicable) r� a i Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of TieAS,of tl�e,Fn�ironmental Code and not to place the system in operation until a Certifi- cate of Compliance has been is tied by this Bo f ealth. / Si ne /(,- �I- - � ° e Date {/ , Application Approved by 7 v/ Date I ltl d� Application Disapproved for the following rea on t A� Permit No. Date Issued _ I THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS f Certificate of (Compliance THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed(/'C )Repaired ( )Upgraded ( ) Abandoned( ()by `�°"n 601� It at CrS. Gl�170Li Cl. A, das onstructe°d in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. mated `� / f 1;-1, L i ' Installer Designer The issuance of this pe jl it shall not be construed as a guarantee that the sy em ill nc�;asses�gne d, { Date P 1 y Ins ector J THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLES MASSACHUSETTS Migpogal *pgtem Congtruction Permit Permission is hereby granted to Construct( )Repair( )Upgrade( )Abandon( ) PSystem located at _ and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided: Construction must be completed within three years of the date of this permit. ---Date: Approved by i TOWN OF BARNSTABLE LOCATION 3 SEWAGE # VILLAGE ASSESSOR'S MAP & LOT M-U 0--OU3 INSTALLER'S NAME&PHONE NO. 400 0-e e&VJ7- SA 1�Si6� e�S�l SEPTIC TANK CAPACITY ��OO LEACHING FACU-1 TY: (type) Lt.A e*h-- Goa,A—&!0 (size)°12 xZS ix Z fit , I NO.OF BEDROOMS .5 BUILDER OR OWNER ©O PERMIT DATE: 15 U COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by i� i I I W ,h N7.1'� ,,/ Town of Barnstable WE Regulatory Services Thomas F.Geiler,Director seairsTns�, , t�nss . ... ... .i63� peg Public Health Division Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer& Designer Certification Form Date: I2 ZW`! Sewage Permit# �`�- y % Assessor's Map�Parcel h'1 /0/�&i 4► Designer: Sk-p te, A, it dsona R- . Installer: rx�,4 Cc.)izsh^L)c.:+1cyt Address: 13aX1F�, N�e� L 1-LLc1 in q mbn Address: R o, g -z f 4fl ui /� SI Z Mai,ai, J�ZC S , ys kryl I(s � N i Fct J Ntc,314, �iT V 2,5.-6-- � On �,S C Goo& CoY%Q h�ci7crtt was issued a permit to in a (dat (installer) septic system at 3a G'4es lei �vs based on a design drawn by (address _ amp hn, A l)i i s . Per,— dated 9/may (designer) I certify that the septic system referenced.above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10'lateral relocation of the SAS or any vertical relocation of any component of the septic system)but in accordance with State & Local Regulations. Plan revision or certified as-built by designer to follow. G �y STEPHEN ALLYN G � (I ller's Signature) wltsoN y No.3021 a ►. esigner's Signature) (Affix Designer's Stamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS-BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q:Health/Septic/Designer Certification Form 3-26-04.doe C ;?CO2 116 4a r 3 i r 20IR Cis (� ��• y Dc) r' Town of Barnstanie Y# -- Department of Regulatory Services oyt►te Public Health Division Date l 4 - 03 200 Main Street,Hy�nois MA 02601 MAM Fee Pd. to�siu�0. Date Scheduled Time l Q A6_ ' Soil Suitability Assess ment for Sewage Disposal Witnessed By: slU Performed By: ' � �!. .. �.—.� I°11 !I 4'i!"!:p h'I:nl.!h:!a'rn.r iY:nni!,I!lii i u'f!h.lGl I e ' L I rsI 1� II MEN I l l s i 1 Ii�,IiI�l1I�j,Im�fI�I G �� :,: j n l. N•�� i.f:q,II Ilf d GIINNN4GP:Wu'1. �� ! lil,�nll'Tftl a T. Gea at •,,�,I. .dk:i,I 1. ��I Owners Name Location Address �( _S 1�Y Q& �/L� �� l\Jl 1\ � l Address ��' wly Engineer's Name&,� .4 pJi ltn, �E_ � Assessor's Map/Parcel: NEW CONSTRUCTION REPAIR Telephone)! e� /'3 Land Use Slopes(o/) El�r — Surface Stones Distances from: Open Water Body &/oo ft Possible Wet�rea ft Drinking Water Well ft Drainage Way Property ft Line I ft Other ft I------- SKETCH:(Street name,dimensions of lot,exact locations of tes�holes&pere tests,locate wetlands in proximity to holes) 1 r / •!'fir i r i 5 i!i(rlrl iri�ir l I t 1 1 r r l 1 `�` 1\`\`\ � / :•..... /I�Irr nll I \`\\�\ I r `\'\,`I r' o :�� � i I I I / �'! ' ' I; ;il r \``\ �•\ i � � 1 ,�• lili'i i�l'ii @'1 '�' vt+ p� i "'��.•,-.-—' I ,S 1 ' I '1 I I f l A) A in 5� S 1 r 4 \ I r r>/ii it f l``t t```b ``,�``i``\� �'' / I ' +�" I �ri'frr'r'� �fill t irrllr+f \ i i I �•t` i i r ri rrrr T1r r \�``\� \`\ \ h \\`I I5\��/ �� + / j � i� llllr(�i Ir 'S• A+ ` � \� `\\�\\```'`t�\�\ \i + t 1 `(+4 Qrr ° i r! ;'it ilii 'b `•` 21 i ; \�\\`\\�\\�` +r t`\ ;;1 1 1 i i r t,`` 1\ ' 1il r/Qn. rrrr ;;' hlj,l i• \ \`\`1 Y 1 1 ' 1�1 r / � y r�fI•+,�Ityl Ill) 0` 4\`•__'_ ` i \\1 \�\\i� \,5,\i�s V,% � 11 ii 1N �``� 1" , 11!il!/ MVIT ` .OMMONI& I—'rtr'11,�1 r y w I , � I 11 ii{il'i II 11/ i{1l'k.< 1..� -^-�Jr' `� 1. .� r I ��'\ iltlAli, 0 11 1llli�lt l` ,tiit�r �+ f iirlrl;"' 41r;i M b r 4 %r�'`Iltl rlllh {11 It r'Ifr'i' hlw w r 1 ;,;, ! Il�llrlll It rl _ i ,n111;1 r;11U • � t t irr' lit) II!I1'�It1tr ,rrlrr °I hr '?e L \ J r f r 1 11 I I I l t y l l}11 t _•' � rir li�rl (�llw Parent material(geologic)6 r ►Lt b alz.a�rr� Depth to Bedrock Depth to Groundwater: Standing Water in Hole: Weeping from Pit Face Estimated Seasonal High Groundwater ;. r I Iryl 9P iP f1,rl:pp� '"�i G WE! ry: 's '! 191 Yr i I I;r.:n' !114 4 11 no-I I.P I I ! I ! I 'I�li!al! IINI'il 1 1 I?gd•'i�!'@I"r.•Irl. tti ! W h�r I I 1 a kl II du 4 ! '.if6.1. . �� �J uH>II �I I` lili ���IfH,h,7v�Ii�{I`ily'A�h I!Itl'I�a:fli 1 C 5 Method Used: in, Lkpth to soil mottles: _ in. Z Depth Observed standing in obs.hole: in Groundwater Adjustment ft• Depth to weeping from side of obi.hole. z undw U.I �� Index Well!{ Reading Date: Index Well level Add.factor Adj.Gro stet L Cr evel i5 I ' W ..9\ r: y: I !.Q� :�Il•' 1 I'r r l yia- rl•!L. "�il!iCllf�Il' '!I'+' '�{;.: i ° ;�'� I 1 I 1 ! � �.a �,.Nk.,... : .:h, 1{M1:6: fl! �! ' f r�. N !'!I I r"d � 'I..d i,�Nl���'� ia���b'''� I��lu �1 ;�I � :!i1� �' ���. I:..;': rObservation Time at 9" _ Hole 0 > > Time at 6" Z C'J cc W Depth ofPerc C oo Time(9"-6") W O Start Pre-soak Time Q X End Prc-soak Q co] / Rate MinAnch c s e .a Z s►r r/ f I Site Suitability Assessment: Site Passed Site Failed Additional Testing Needed(YIN) n.:.:"s1• Puhlic Health Division Observati n Hole Data To Be Completes)on Back I ---- -- ........:..:.......... ..�,..,. t, ����yy 'I#1.:1•.$f:��.�<5�}''.'•i If;•fft:<tti171}.;::::?: ;v::::.:':::::;•`:: `: ::::: : ��ii :yy::. ��"jj:Y'��.`;:1�:::.. ..... y'�jt..... ............... ....:................... >:t;:.::•'.::%:::: i:'::•,':i:i:::%': Depth from Soil}lotizon Soil Texfurt" Soil Color ' : Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Bouldtres. o 6—to ,. . 23 30'r- I z.O" C wt cd. Sant t O q 2 Depth from Soil Horizon So Texture, Sod Colo Soil Other Surface(in.) (USDA) (Munsell Mottling (Structure,Stones,Boulderes. iConsisIC16,° "� h C - I o y R 416 1.0 3o i gq 3t�`r— 12l01 CZ So" - 60 Yi2 7/3 tArf ...........:.:...;:.. :.......::.:.:::•:::::.:..:,........:•::.;•:. Depth from Soil Horizon So ll Texture Soil Colo Soil Other (Munsell Mottling (Structure,Stones,Boulderes. Surface(in.) (USDA) • ,..::::.:.:. :<is ::''•r' :» :< ::• :> :is`:':.!...... Depth from il C I I ••••••• ••�f•Soil�Florlion•�• Soil Texture••��• •So Soil Ot her er Surface(in) (USDA) (Munsell)i Mottling (Structure,Stones,Boulderes. ° • yv Flood Insurance Rate Man: Above 500 year flood boundary No Yes ✓ Within 500 year boundary No—1,/ Yes Within too year flood boundary No j,"', Yes Depth of (urallV Occurring Pervious Material Does at least four feet of naturally occurring pervious material xist in all areas observed throughout the area proposed for the soil absorption system? 0 If not,what is the depth of naturally occurring pervious.materi�l7 ' !Certification I certify that on 9 (date)I have passed the soil el aluator examination approved by the Department of Environmental Protection'and that the above an�afysis Was performed by me consistent with the required train'tg,expertise an 'e perience described in 31Q�CMR 15.017. . 9fZ//Q3 bate . l THE COMMONWEALTH OF MASSACHUSETTS - BARNSTABLE, MASSACHUSETTS Certificate of Compliarice THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed(�) Repaired ( )Upgraded( ) Abandoned( )by at L4as onstructe in a ordance with the provisions of itle 5 and the for Disposal System Construction Permit No. ated Installer Designer The issuance of this a 't shall not be construed as a guarantee that the sys ill n ion as signed. Date Inspector " Q.MC JL£ weer LM ml ER- FFT � 1 n I 1 1 , � I �s�b .3�. � 3G�.•. 3n4rFc_-_ i . � -err-•---L,a �terc�.� { {', TSLetI3aiLf:_.Uiow '` IN, I u o061 `;�; ! •TE 6�ifON Od i Y4SX1g M WlI��ppMf/.7!!b . rs +I ri • ,1 J�4 11� ^ 11111111111111 . � r r � r _ f , _.w...G._:.Neo:_:.._St+i.N.ZrT.'E �":Tw• � j r— ' t__:� i I r— f I Al IMP J 8 ,'s 8 All T IT r� i ..I `. . ... ..,,r..._ (f�.t C..�•3_'I` _o.�.L��': 1E1::'.E�'!1.'T�'D.N.. I I �: i ( '�:. ► �'�CATLO.A 1:.3.:. S h3 E E'T ti�D. 2' GFrL- I — —� ,�2rrr-T vEN T E&L I FEHIrt- . - f z 2 z A; LMJI z. maar8 �,cTfl � - �s I I =—Vt- 3mm-'m 1 e: Dl2 ar .. _'-:��? —',�p.,lL AJ1 -4 ..N_C.. Zw. 72-0 4-0 '� � ' -O littxEt_D'0�R �9xraua-aes-sr--��s•- B EL�iT_ �E7+ £137�FoeT IYI B" a:=P � c2__ O _. .._._. 371 KIM 24_Co L I —May I o ZWf T .,. 731;d'.Q16Le4 Z'fLLNC..�cd . ,. 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J 1 i t 03 5 t f 28-0 ?2-O A4..0-.2..0 2�6 42-0 2 0 8-0 I e I i fT — I — I ID iq fa d m I I o 1� a ` 9 1 ' 0 1 � I lu i �^ OiM• I I t I I I ,3 I 28-a '72-a 7 5 S33ET'.. lom_ 9 �' / MOTE:BECAUSE SUPOMSION IS NOT moT.►\!L-NtI PNGY+DED. THE.DES*NER ASSUMES s i h0 RESP.iNS±B+LHY FOR THE CON• _i9: P_ECflLT^_3J�INCr-9 O G• STRUCT+ON. IT IS THE RESPONSIBIUTT OF IHE CO+°TRACTOR AND OWNER TO COI.:PLY WITH ALL RUr.ES AND 17' +u. 1''.O•.G• ��e REGULAIICNS IN THE CONSTRUCTIJN 6 +r OF TH+S BUILDING ', ^' 2r-cao—t--rrcrrTCy ?c i HIM wEvrarr i 's'rr--viJ 7Zmr - g I MIN. . �— iZ'L=-7.S"O�c. � SI:7J31=:�1-+'oa:Rt_._�•`_�J�104,N.S , . t , —r- 3�iB,: S�T..U"17. -- - LC Zx.C� . r 0 It �z`r•t' C7TtTN ...R 0 27"'r9-7K.SlJL. jV31�i'`GDx�l Y aR i /�2'�-` �:4; Ta_Y9 1, �� .� � � 1 � � � ��iRJ17-Tb"O G �' .. _ - -- =�G3a:Fi.J:m-�ST3 �.7G+`•.o.G. '�' . RT 7R=„�.ta,L. 7G1 �aL-YuLSSE/11L ,X7POST:.- + .IlT.N".. .TDi3Tt:::7E.^.O�t. r ! r Z3FI?�._:�CdC«- '�rCe• - - _ .x-SO__TRIG. c. CGW1R+73:-C't.Y�-fit. CGT,C,. ,,rL_�T1wF Lam- � ` -/ ��•:_�:r�:._F'�. St n n r to ( c —. ... .. t:=13--3Zr"t3.Ts-:::-i.Yo:.".i7.,.G...,.._ r3p-kw : POST •1 rn nrRL�G ja. 17Cr+Mrj -cv��.-T ES i .:. � �73�OR_F.#cx-75 u r1gM.. C --ata A JA 5_ECT...LOM.S. .SJrrLE�T No, /O OF' 0 N, N O... i n tiI gfft3ME-Ft �✓.G'_.STRIP_... . _SAn��Y+—FttJO . tte 224rp I 0 cp it N I o � �ez�ottxtl._ o exoes---n_IJ.o. 9Q�[7aH,p ` 5���'F1L7C3H1C1:0__. "�4a'7a—II�rs.O- � rt ii 0 :511'S".E:. —�.z 1 s � I8 os�a�s •.°.�. dA 0 17I3L{G gT3 0' / l`_J O.E I r w t: LEGEND SOIL LOGS DATE:April 4,2003 EXISTING PROPOSED \ \ \ P#=P 10408 • `\ �\ \ ` `\ ` `, ` \ ` \`\ ENGINEER: BOARD OF HEALTH AGENT: Stake & Toc Set/Found ,\ o �., X ae 6 / /' ��. �� 1 ``\\ , \\`\,\\\\ 1`\ Stephen Wilson, PK Nail Set/Found F.E. Sam White a Concrete Bound " i' \� TEST PIT 1 TEST PIT 2 O Gas Gate Fbad a � I 1 X ` \ \4`A \'\ \\ Electric Meter q. r o i6 ^ w • 6 '+% I !r ,� \a s`\ \ G.S.E. = 70.8f G.S.E. 71.4f v n 1 \ \ \ 0 Catch Basin 0r 04 Water Gate ,, ,r .b •, r;t}`^' S'�r ,g,, i I f /,� �,✓ ; `\ \ `\ ', ' `\ `\\\ \`\ \`1 0r T SANDY LOAM B SANDY LOAM ® TV/Cable Box 3" 10 YR 4/4 6" 10 YR 4/4 ® Telephone Riser •h:;•�r A . ,M. °, i ti, ' `' }� _ , � % f �� ,� / /"'\ \ 1 \ \ \, \ \ \,Xi\`\46.6 r r -0- Utility Pole 3 B 6 C 200 / Contours 0 I, • z�z��• • a 47.9 x / \ ` ` ` ` ` ` 10" SANDY LOAM r MED. COARSE SAND 200x00 Spot Grade ` Y� N ! 1 r / a�,2 x \\ , \ , �� \ \, \ \\, \,`, 10 YR 5/6JU 10 YR 6 6 Test Pit QQ x LOT 2 1 , I a7.9 ••. R o $? .�.:. . Q / i X 46.7 \` ' l\ X\q�7 i \ ` \ \ \ \ \`\ 100C 300 C t • ' , rr`{w'+p`t^�- i j M `: , ai_; _ / f _-�� ,1 `\ \\\ �� \\ 1\,,\ 1`,`\,`1,, ``\ \`\\`\`\, 1 2 MED. SAND " MED. COARSE SAND » • • Y y,• , � ,r ` `�_-- \ ' \\ \ , `, `,;� ,\\ \`\\1\\ 30 120 7/4 10 YR C2 MED. SAND FINELY P.Syy\� \ \ \ \ r STRATIFIED \ \ \ I\`\\`,\\`��\ `\` t'\ ` '\`\`� I i ( f! _ �� Q\ \` \\`,�\\ `,�{y\`, , \ \ 126 10 YR 713 LOCUS MAP _ \, \ , , , \ , \ \ \ \ \ \ PERC O 60 \ X ) �) �! l \\ \\\ `,\ ``\\ X` `I , \;�\\\`\`\ `,\\ `�\ ,\\\\`\\ UNABLE TO SQAK RAZE <2 MIN/IN ' _ i / X t \ \ \ \ \ \\,`,`, UNABLE To SOAK \ \ a i 50.6 \ \ \ x \ ,aa\ZONING DISTRICT: RF, RPOD _ \ az3 , OVERLAY DISTRICT GP MINIMUM LOT AREA: 2 ACRES ICI MINIMUM FRONTAGE 150' `\ \, �•- _ -� � `t, \ \ \ , \'��\\ \ \ \ \\ ,\\ \ FRONT YARD = 30 SIDE YARD = 15 REAR YARD = 15' �- \` `,\`, \\`\ RAISE CONCRETE COMER TO 6' LOCUS PROPERTY IS SHOWN AS: _ \ ( \ ,, \\`` \\ \ ,\ ` BELOW FINISH GRADE GENERAL NOTES \ \ \ \ \ 1 \ \ ,, 1\`` \ `\\\ \ `\\\\` \ ASSESSOR'S MAP 101 - PARCEL 61-3 ,; -�''- \\ \ ,\ x ' , \ V ,\ \ \ , , ,,\ LOCUS DEED: 51:2 \I \\\\ \\a`a� _�-���`\ 51.0 f I \� �` \__---- , \\\\\\`,\\, '\\\,\,,\`\ INLET 2' o� ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE WITH DEED BOOK 9248 PAGE 201 '--- _ \ \\ \ \ \ \ INLET TEE PROVIDED TITLE V OF THE STATE SANITARY CODE DATED MARCH 31 1995 PLAN REFERENCE _ \ , , \\ \\ , \ \ ,\ ,\ WHERE CAPE OF INLET t 6 SUMP ANY LOCAL RULES APPLICABLE. --,. _ _1_ �� � \ \ \\ ! I 1 1 i X \a6� \ \ , 15 ,\ ,\ \ \ , \ PIPE EXCEEDS 0.08X PLAN BOOK 419 PAGE 89 j'`���'`-__ \ `\�\�.\ \\ \\ ~`\`` \\\\` i ( �' '; ; `\\ \\\`\\ `,\ \\�, �, `,`,\ \� : . . BOTTOM ON LEVEL STABLE BASE ANY CHANGE TO THIS PLAN MUST BE APPROVED IN WRITING COMMUNITY PANEL NUMBER 250001 0015 C � I OT 6 t2tUSFIED STONE) '-_ x T , BY DESIGNING ENGINEER THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA AS ZONE C, \ --X\ 6N `\ \ \ \ \ \ ae,3 1 1 / \ , \ \ ,\ \ \ \ ,\\\ , \ \ AN AREA OF MINIMAL FLOODING. \ ~� \ , \ r I ' ' /' `\ ,` `, �,a�r"\, , , , DISTRIBUTION BOX. \ \` \\ \\ \\ ,� \ \\` i ' I ' \X \\ �` \ ` WHEN CONSTRUCTION IS COMPLETED, PRIOR TO BACKFIWNG, \/- - - - �`'• \ \ . , \ , • \ , 50 14� SQ. '� ' r , ,\\ \y. No SCALE `\ �\ \`. �� _ '�-, \� •\ `\ \ `\ \ `\ `\ \ \` \ .� ,` � ' 1 . 15� ACRES \ �, ` \\\� ` NOTIFY THE ENGINEER & BOARD OF HEALTH AGENT \ \\ 1 ,\ X\,a \ \� ;A 4 FOR INSPECTION. \ \ \ `\\ `♦\\ \\\ \\ \.\ \ \; \� `\\\ •\\ `\\ `\ x I50.2 \`\ \\\`\`\�\`\ ;.. .. . ,.. .--:.. .-.. :_ FOUNDATION ELEVATION MUST BE CHECKED WHEN COMPLETED. \ ` �• / ,. / 9.4 \ \ \ \ . \ \ \ \ �\ \ \ \\ \ \ / \ \ .� ' 1\ ,\\\ ,\ \ �'2' " `3 4r-1.5r WASHED STONE d ` � `\` ` ��' '• THESE ELEVATIONS MUST NOT BE CHANGED WITHOUT WRITTEN 4 \ x \ \ � \ � � �� , � \ \ , :;;:.. APPROVAL BY DESIGNING ENGINEER J67,7\ X ::'y:ity:.iwr_•z • s:r ,,} :�.;._ zi•.d''. Y JI \ \ f •\ `\ `� \\ \,, `\, \ _ � .�\ �� �\ `\ \ 25 ALL SANITARY DISPOSAL SYSTEM PIPING TO BE 4" PVC., SCH 40 \\ `\ \\ \\ \ \X 48.5 1. PLAN OF LEACH CHAMBERS VOODED EXCAVATE AND REPLACE ALL UNSUITABLE MATERIAL SURROUNDING \ \ `- / X\ \ \ ` \ \ , \\ � IN � \ \ \ \ \\ \\ \\ \ � NO SCALE SURROUNDING THE LEACHING FIELD FOR A DISTANCE OF 5, PER \ 1 _ X 47.5 310 CMR 15.255. PROJECT BENCHMARK : DATUM = ASSUMED 1 \ \\ Is" .c� �73.1 \ \\ ix . TBM 0+00 O ELEV.= 72.00 VJ• 14 `\ // >i x r + k\ X 9. \ �.`` ���\ �`\ \;\\��\`\\ \\ `\\\ �\ '11 \ \ \X 47.5 / LOT 4/ LOCATION OF UNDERGROUND UTILITIES ARE APPROXIMATE AND FINISHED GRADE SHOULD BE VERIFIED IN THE FIELD BY THE APPROPRIATE ` ' \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ UTILITY COMPANY PRIOR TO ANY CONSTRUCTION. 36 MiIAX.-9 MIN. /�j/%`/\//\/ //\/\//\�/ //\//\//\//\//\// COMPACTED FILL / �// \ / / / \/\�/\/\/\ \ - s . , :'. :-, \ \ \ \ \ \ \ ♦ w ' .................................................................................................... „° �� �r•�' � . ': . ,,� „ -\ ,•\ \ ` \ \ \ \ \ \ \ \ \ \ \ \ \ \ 2 ..:OFF PEA STONE . J 04 72.5 71.9 _� �} \_ \ \ \ \ \ ♦ \ \ \ �\ ` 3/4 TO 1 1/2 , f - - -''��\ ��; r`' a -� �s'� f-Y. , �. �'�\ �\�\ \\ \ \ \ \\.,\\ �\ ` \ `\ �\ \\ 24" DOUBLE _ \\ \ I '# - \ \ \ \ \ \ \ \ 72.3 � }`'��;-t>�� ��<�- � .�� � \ \ . \ . \ \ �� EFFECTNE 7 :1y� p \ \ \ , \ ��\ \� \\ WASHED STONE 73. p EP N J! 73.9 73.1 , \ r ', O ` \\ �f # 1 ' 1, ', t \ \\\\\\ X` s� `S m S,p \8 \� NO SCALE -, 72672.5 ` SD ,�\ \ WOODED ' ' ', y `; 1, N��2,s 1 7 •Q \ , 11 , i ( O 1, ` PLASTIC LEACHING CHAMBER DETAIL F F � \�w \♦\ 73,\4 72.4 \ TEST PIT 71.aSHOP L Ee v \ i \ O G/STEM \ \ JA 0, 73.0 �\ \ �- 38 Chesley Road 73.3 8 Marstons Mills, MA U �f + �\ �� I ` \ 70.8 s cNJ� co 7 •` \\.\ N PREPARED FOR / 1 / 1• � C5 I CERTIFY THAT TO THE BEST OF MY KNOWLEDGE THE FOUNDATION r' 73 73.9 \ / STAKE ySt_T \, �� _ SHOWN HEREON IS IN COMPLIANCE WITH THE APPUCABLE BARNSTABLE IS o 72.9 .�° °o IN R DISTWT ELATION "T}EN AND SETBAM � T Thomas Good ° LOCATED WITHIN A SPECW.. FLOOD HAZARD AREA. 72.9 7 , y • N i FIELD 7� 73,2 �� � 72,9 � D� FIELD 1 / 7 1 71.6 71.fi THIS PLAN IS NOT TO BE RECORDED NOR IS IT TO BE USED TO ESTABLISH PROPOM UNES. RU 00 � 73.0 CIAGIsrER PROFIONAL LAND SURVEYOR - 14- a4- Septic System Design � TYPICAL SYSTEM EM PROFILE DESIGN SCHEDULE ELEVATION DATE s FINISHED GRADE - 72.o't NOT TO SCALE TOP OF FOUNDATION 73.0 A vm� FINISHED BASEMENT FLOOR 65.3 BA 1 ER, NYE & HOLMGREN, INC. ° TOP of FINISHED GARAGE FLOOR 72.5 FrouNtaAnoN - t SEWER INVERT AT FOUNDATION 63.5 Registered Professional SEWER INVERT INTO SEPTIC TANK 63.2 Engineers and Land Surveyors OJ 73.0 •-i FINISHED GRADE OVER TANK = 65.01 Y FlNLSNm GRADE ovER D. Box = sl'•ot SEWER INVERT OUT OF SEPTIC TANK 62.9 812 Main Street, Osterville, Massachusetts 02655 N FINISHED GRADE OVER LEACHING TRENCH = 60.O.* i•s 6'MIN. 3. (m . SEWER INVERT INTO DISTRIBUTION BOX 59.5 RAISE CONCRETE COVER To 6• Phone- (508)428-9131 Fax - (508)428-3750 - - SEWER INVERT OUT OF DISTRIBUTION BOX 59.3 4" SCH. 40 PVC - :- -.- - • .- BELOW FINISH GRADE _ (TYPICAL) �.t O OX FIRST 2' (To BE LEVEL) 9""(min) Cover SEWER INVERT INTO LEACHING SYSTEM 57.0 Leaching Area Requirements o s-{ , Y then O 2.Oz 36 (max) Cover BOTTOM OF LEACHING TRENCH 55.0 20 0 20 40 / FINISHED - O 2.OX t o 3 BEDROOMS AT 110 GPD/BEDROOM = 330 GPD GAS BAFFLE .� WATER TABLE NONE OBSERVED AT ELEV. 46.0 o ��I , MANHOLUCT ACCESS �• 6' SUMP 4' SCH. 40 PVC 21aPeasytone /8"to1/2" LEICFIING CRAM ADDITIONAL 50% FOR GARBAGE DISPOSAL _NA_GPD SCALE IN FEET EL = 65.3 MANHOLE OVER IN / TO TANK TO AT LEAST - WITHIN 6 FINISH ;.r. ».a = i. RENF+DRCED _ -. s' CFIUSHED PERC RAZE �. MIN. / INCH (CLASS 1 ) FoonNG •- - -- _=• -•- -_-: STONEco 4" PVC LIAR = 0.74 GPD/S.F. SCALE:1"=20' DATE: 09-14-04 1-1 Of MIN. LEACHING AREA OF SAS. : REV. DATE: REMARKS > ,g N y� 330 GPD/ 0.74 GPD/S.F.= 446 S.F. MIN. Cal 3 No 2074 N PROPOSED SYSTEM : 12' + 25' X 2' 1500 GALLON SEPTIC TANK DISTRIBUTION BOX 5 MIN c'n SIDEWALL AREA (12' + 25) 'X 2' X 2' = 148 S.F. TO BE INSTALLED ON A LEVEL STABLE BASE TO BE INSTALLED ON A LEVEL STABLE BASE BOTTOM AREA 12' X 25' = 300 S.F DRAWING NUMBER No Groundwater Observed O Elev. 46.0' q - ► -04 448 S.F H:\02\02-116\survey\worksht\LOT3\2002-116SP2-LOT3.dwq N / N 2002-116 N 6, \ ` \ \\`\ `, \ \ \+ SOIL LOGS DATE:April 4,2003 LEGEND �► - i' , , , + \ t EXISTING • .� a � \ �-----____.- 1 , \ \ \ ` PROPOSED \ • +. '' d j ** + „ z `\ 1\ +,`\ \ , \ \ \ \ +\\ P#=P 10,408 7 4 v,'i. ._ } •"' - Y+'�. + \\\ \`\\ X /.''/ ,// \\'\'\\\, 11i1\`\\`\\\\1\\1+t ENGINEER: BOARD OF HEALTH AGENT: Stake & Tac Set/Found • \ \ 48.6 �i , t \ \ \ \ , \ \ PK Nail Set Found .•.Wp q;,.. �;:,.. - ... - :'� + \ � \ \ \ ` \ \ \ � \ Stephen Wilson,P.E. Sam White o Concrete Bound . ,� +\ +\ \ \\ \\ \ t TEST PIT 1 TEST PIT 2 O Gas Gate \ t \ X a s\\ `, t41.T \ t ` + C.S.E. = 70.8E G.S.E. _ 71.4E Q• , I / / \ , \ \ Electric Meter k, o Ilkr x 1 I , / �/ / \ \ \ \ \ \ \ + \\ O Catch Basin . .. y :::,�, • r, r{' I I I �/ // \ \ \ , \ +�\ \ \ \ 04 \\ O O B Water Gate •'.� o,., " „ ,� " ; .ti'; _, �,��. °`. , � � / i /.' /,, ; \\ \ \`\ \ \\ ,\,\\ \+ \�+ » � SANDY LOAM SANDY LOAM ® TV/Cable Box 10 YR 4/4 6» 10 YR 4/4 ® Telephone Riser 10 -o- UtilityPole x \ix / / / \ \ , \ \ , \ + 3 B 6C zoo • .� 1 , \ + \ , \\ 1 Contours Q J •}•. / a6.2 1 , \ , , ,\ » SANDY LOAM » ED COARSE SAND200x00 Spot Grade LOT + i �; \ + ` , t \ ` \ , \t 10 / 30 . 4 .,, ,• r' 1 + i i It i 47.9 \ \ \ `, \ 1 \ y \ +\ 10 YR 5 6 10 YR 6 6 Test Pit k X 46.7 \ + X1�� + 10»C 30» --•- „, 2 ' "V �, ,. a a;''• r. 4,.- // �r I �.�-''� ��� , A �\ �/ A\ r- `\\ +++1\ \+A� \\`A\ \ \`t+ A\ 1 C MED. SAND `, \ , , \ + , MED. COARSE SAND \ +'� \` \ \ \ + 30 120 10 YR 7/4 \ \� \ \ \I 10YR66 49.0 30 1 2 MED. SAND FINELY STR; ;\\\\\\ ,Q \ \\\\\\\\\ » 10 YR 7E3 LOCUS MAP A \\ � \\ '�ss \ , \ 12s PERC O so' 1» = 2000' UNABLE TO SOAK RAZE- <2 MIN/IN ZONING DISTRICT: RF RPOD �,' i X \ \ 47.3 \ x i 44 ` ` \ + �► `\ UNABLE TO SOAK OVERLAY DISTRICT GP ---- / \ 1 \ \ \\, \ ,\ MINIMUM LOT AREA: 2 ACRES � • `\ \\\\\\\+\,\ \ MINIMUM FRONTAGE: 150' x\\ FRONT YARD = 30 SIDE YARD = 15 REAR YARD = 15' \ LOCUS PROPERTY IS SHOWN AS: -�\ ``�\ Oct �/• _-� , \\ \ �� i �\\ 1 \\>\�,`\\\,\1`, \\+t\\\t\\, •____ � ,� G, / , � 1 1 \\ ,\\, , \ \ \\,\ RAISE CONCRETE COMER TO 6- ASSESSOR S MAP 101 - PARCEL 61-3 � `--,, �., x BELOW FINISH GRADE GENERAL NOTES LOCUS DEED: __ ` ��-\ �s1.2 ----- \\ \\ `,`I\\ s1.o r \ 1 �__ \ t \ \ \ \ \ \\\\\ \ INLET DEED BOOK 9248 PAGE 201 \ - _ `--�, �\ \ , + + i \ a9.�1\ 1 \ \`` \ \ , ,\ \ ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE WITH \ \ + ` \` \\ ' \ \\ \` \ INLET TEE PROVIDED -'� \\ \\ WHERE SLOPE OF INLET t s SUMP TITLE V OF THE STATE SANITARY CODE DATED MARCH 31 1995 PLAN REFERENCE: �� - -� -�'�~ `\ \ `. r I ' '\ I x \46 \ +\ \ +\\ \\\ ` ANY LOCAL RULES APPLICABLE. _ _ � -_ � , \ \ \ \\ \ \ \ \ PIPE IXCEEDS 0.08X _ PLAN BOOK 419 PAGE 89 �,. �- \ `,� I � ,\ \\ ,` 1 \I \ \ \ , .-,- - - - - \\ `\ \\ ` +\\ \ \\\\\\\ BOTTOM ON LEVEL STABLE BASE COMMUNITY PANEL NUMBER 250001 0015 C \ - ___^ - _ '�� `\ \ x \2 I , /� \ \ `, \,` ,+,\\ \ \ (s' cRustlEO STONE) ANY CHANGE TO THIS PLAN MUST BE APPROVED IN WRITING \ \ \ ` \ , 5 110 T \\ \\ THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA AS ZONE C. \ - _ `�( 6c'1 \ \ \ \ X 4a,3 t ' \ \ ` \ BY DESIGNING ENGINEER AN AREA OF MINIMAL FLOODING. .�. \ ---____ _- -_� �\ � \\ \ \\ .\ \ `.\ `.� `.� r 1 r / \ , \ ,t \ \,+ \ \ , �-- -_ _ ^-- \ \ , \ `� ; , ; +\`\; \`,4 �`, \ \ , DISTRIBUTION BOX 50 1 �4± SQ. FT r , \ \ , t 1�. NO SCALE WHEN CONSTRUCTION IS COMPLETED, PRIOR TO BACKFIWNG, • \ \ \ \ \ \ •� \ `� , 1 ., 1 5± ACRES ' ', \ 5. \ ,\A%4 \\`,\ NOTIFY THE ENGINEER & BOARD OF HEALTH AGENT �\ \ ` \ \ \ \\ \ `. \� \ `• 1 I a7.o \ x las.a\\ +\ 1\ ,`\\\`\ \\'\`\\\ FOR INSPECTION. . :- , ,. , =-•- , FOUNDATION ELEVATION MUST BE CHECKED WHEN COMPLETED. 94 2':t'3/4»-1.5" WASHED STONE;' \ \ \ \ \ \ \ \ \ \ \ a ' \ t \ \ / • \ • \ • \ \ \ ,, \ \ / i \\,\ ',�\, ;. -2 12 THESE ELEVATIONS MUST NOT BE CHANGED WITHOUT WRITTEN ♦ \ \ X)67.7 \ \ \ \� s7.a \ \ \ r \ \\ , •�:_ _ APPROVAL BY DESIGNING ENGINEER \ \ ♦ \ 25 ALL SANITARY DISPOSAL SYSTEM PIPING TO BE 4 PVC., SCH 40 \ ♦ \ \ \ `\ \ \ \ ♦ \ \ / 1 48.5 X�71.4 EXCAVATE AND REPLACE ALL UNSUITABLE MAIAL SURROUNDING PLAN OF LEACH: CHAMBERS l \ \\ \ / NO SCALE SURROUNDING THE LEACHING FIELD FOR A DI TANCE OF 5, PER .._: \ \ ` \ \ \ \ \ .\ ( x 47.s 310 CMR 15.255. , S ., / �, �, ♦ \\ �` \ \ , \ '� l__:- PROJECT BENCHMARK : DATUM = ASSUMED /J3.1 , , . . a \., ,� i T its ' LOT 4 .:fix_ , �► 'c)• . \ \ \ . / 1 .lp ,,. \ \ tN `L LOCATION OF UNDERGROUND UTILITIES ARE APPROXIMATE AND FINISHED GRADE SHOULD BE VERIFIED IN THE FIELD BY THE APPROPRIATE r ca ;. �+*_x {.:.; �a \ \ \ \\1\/\/\�\/\ / / /\ /\/ /\ COMPACTED FILL UTILITY COMPANY PRIOR TO ANY CONSTRUCTION. S \7a1 ,_ ._�- \ 36 MAX. 9 MIN. / / / / / / / / / / / / / / / 8 .................................................................. 2 �4F PEA STONE .................................................................................................... r �' � � .,< -� '- cis `\ �-__ \ \ . \ \ \ ♦ \ \ \ `' ` \ . \ -- - "f { \ l� _ \ \ \ , \ \ \ , 3 4 TO 1 1/2 \`\ \ \ \ \ \\ \ \ \ \\ \ `� \\ \ / 72.3 , ----- \ \ \\ \ \ \ \\ , \ \ DOUBLE '\ 7 3 ` � 1 ``' \ \\ \ `\ \\ \ `\ \\ EFFECTNE WASHED STONE 1 i. YFw , \ \ \ \ _ 73. 3 73.9 q� F r 73.1 6S 8�. , \`\\X� G� NO SCALE F y�\ r F \ I •� � `.\ 73h672.5 S° � � �\, \ I y 1 + t ; ; `I y GIU Q I 9 7 •Q { \ WOODED I 1 1 \+ \ 1 ��.30216 0^1 ° 72,4 72.4 TEST PIT 1112 71.4 ` PLASTIC LEACHING CHAMBER DETAIL r r 73.0 {I \ \ \ 38 Chesle Road y T/ r _ \ 1\ O � / U 1 I i \\\\ 8 70,a \ ;3,3 41 Marstons M111s, MA I c0 / \ I CERTIFY THAT TO THE BEST OF MY KNONLEDGE THE FOUNDATION PREPARED FOR � 00 �7373.9 / '\ O • � STAKE � �°� \ N r 7 O , \ ��� SHOWN HEREON IS IN COMPLIANCE WITH THE APPLICABLE BARNSTABLE CIA f 1 O r r 72.8 Q 1 - ZONING DISTRICT SIDELINE AND SETBACK REQUIREMENTS, IS cv t v -, •'� ++ ��0 LOCATED IN RELATION TO THE MONUMM SHOWN, AND IS NOT ■homas Good FIELD11 7 / r 72.9 ' 72.s 1 LOCATED WITHIN A SPECIAL FLOOD HAZARD AREA. FIELD + 71.8 71.6 PLMI THIS IS NOT TO BE RECORDED NOR IS R TO BE USED TO ESTABLISH PROPERTY TITLE o LINES. \ / 7 l � 73.0 ' - 14 C4 Septic System Design TYPICAL SYSTEM PROFILE PROfES'SIONr4l LAND SURVEYOR SIGN SCHEDULE ELEVATION DATE 0) FlNLSHED GRADE = 72.o't NOT TO SCALE TOP OF FOUNDATION 73.0 FINISHED BASEMENT FLOOR 65.3 BARTER NYE E & 11OLMGRE IN TOP of FINISHED GARAGE FLOOR 72.5 C. FOUNDATION SEWER INVERT AT FOUNDATION 63.5 Registered Professional o = 73.0 •-!_ FINISHED GRADE OVER ` TANK - 65.0E ` SEWER INVERT INTO SEPTIC TANK 63.2 Engineers and Land Surveyors QED GRADE OvtR D. Box - 61•0.* SEWER INVERT OUT OF SEPTIC TANK 62.9 812 Main Street Osterville Massachusetts 0265 N �-y `Cn s 8'IdIN. 3' w GRADE OVER ' TRENCH = 60.Ot SEWER INVERT INTO DISTRIBUTION BOX 59.5 ' ' S RAISE CONCRETE COVER TO 6 Phone - (508)428-9131 Fax - (508)428-3750 4" SCH. 40 PVC •• - - 4» SCH. 40 PVC Flow FINISH GRADE SEWER INVERT OUT OF DISTRIBUTION BOX 59.3 N ICAL - - - - ;: 9" min Cover o - �,c .. O 2.0x FIRST 2' (TO BE LEVEL) »( ) SEWER INVERT INTO LEACHING SYSTEM 57.0 Leaching Area Requirements O - 2' Fthen O 2.Ox 36 :(max) Cover BOTTOM OF LEACHING TRENCH 55.0 20 0 20 40 N .•.• O 2.071: . / FINISHED - .• to q - 3 BEDROOMS AT 110 GPD/BEDROOM = 330 GPD B�pwp,R �:= - GAS BAFFLE WATER TABLE: NONE OBSERVED AT ELEV. 46.0 F CONSTRUCT ACCESS t• 6' SUMP 4" SCH. 40 PVC 2"Layer 1/8"tot/2" EL - - Peastons LEACHING CHAW ADDITIONAL 50X FOR GARBAGE DISPOSAL _NA_GPD SCALE IN FEET 0 EL = 65.3 MANHOLE OVER INLET / TO TANK TO AT LEAST -. REINFORCED 6' CRUSHED PERC RATE _ MIN. / INCH (CLASS 1 ) � - STONE BASE » , L • L » nNc _Foo � ,- ' �:••-:ti,,».•-- -.• --•� 4 PVC _ SCALE: 20 -_: LIAR 0.74 GPD/S.F. DATE. 09-14 04 ����a �y MIN. LEACHING AREA OF SAS. REV. DATE: REMARKS • N ` 330 GPD/ 0.74 GPD/S.F.= 446 S.F. MIN. NCl i s ao2es74 PROPOSED SYSTEM 12' + 25' X 2' a 1500 GALLON SEPTIC TANK DISTRIBUTION BOX 5' MIN �fc�nE , cal To BE INSTALLED ON A LEVEL STABLE BASE TO BE INSTALLED ON A LEVEL STABLE BASE °'rroN, SIDEWALL AREA (12 + 25) X 2 X 2 = 148 S.F. DRAWING NUMBER o No Groundwater Observed O Elev. 46.0' BOTTOM AREA 12' X 25' 300 S.F N q ^ 1,4 -4c4 448 S.F H:\02\02-116\survey\worksht\LOT3\2002-116SP2-LOT3.dwg N 2002-116 N j k