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HomeMy WebLinkAbout0007 LAWTON LANE - Health 7 Lawton Lane -V'' , West Barnstable A=214-016-016-Lot 33 D 0 I ISOLATED VEGETATED WETLAND ELECTRIC EASEMENT / / LOT 2a 26,865f SQ. FT. / hh o / o / CO NC' FN�N 70.3' 10• � �4s• NI 22.2' PORCH ►� TOP FOUND. 47.4 ASSMD. 33 �' a o ^ INV. OUT HOUSE 43.82 INV INTO S/T 42.12 N 68.96 INV. OUT S/T 41.79 28.52' 28.00' INV. IN DBOX 39.13 INV.S OUT DBOX 38.88 u- 10.00' INV.S IN CHMBR 38.48 o o O •sr � JOB 03-108 8 SEPTIC ASBLT PLAN 03-108 LOT 2A 3-29-06 SEPTIC ASBLT 6-2-067.DWG SBO PREPARED FOR: CENTERVILLEILLE LOCATION : LOT zA , MASS.LANE BAYBERRY BUILDING CO. SCALE : 1" = 40' DATE 6-2-06 REFERENCE L.C.P. 22556 ASSESS. MAP 217 � 1 OF M4 I HEREBY CERTIFY THAT THE STRUCTURE SHOWN ON THIS PLAN IS LOCATED ON THE CAMEL cPPL � GROUND AS SHOWN HEREON. OJALA off. 508—362—4541 #40980 fax 508-362-9880 down cape engineering, inc. f A9 S�O�PQ 1 D SU � N, CIVIL ENGINEERS LAND SURVEYORS 16+/Z�®� / 939 main st. yarmouth, ma 02675 DATE REG. LAND. SURVEYOR Stanton, David From: Schlegel, Frank Sent: Monday, June 05, 2006 11:58 AM To: Stanton, David Subject: RE: Village for a property All of Lawton Lane is in West Barnstable, it may have a Centerville mailing address but the Post Office doesn't identify the actual location for properties. They just determine which Post office will deliver mail. So the owners should be aware that for 911 and telephone information, West Barnstable is the village for location. For all else, they can use the Centerville mailing address. The town files records according to 911. Hope this helps. -----Original Message----- From: Stanton,David Sent: Monday,June 05,2006 11:15 AM To: Schlegel,Frank Subject: Village for a property Good Morning Frank, Quick question, do you know what the official village is going to be for 7 Lawton lane? It is map\parcel: 214-016-001. Thanks, David 1 TOWN OF BARNSTABLE LOCATION SEWAGE # QC°- VILLAGE S-ASSESSOR'S MAP & LOT A/' ©/1 �I INSTALLER'S NAME&PHONE NO. P6 �i SEPTIC TANK CAPACITY LEACHING FACILITY: (type) 3 i QQQ (size) NO.OF BEDROOMS BUILDER OR OWNER PERMIT DATE: 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 Goo 3:1z aid �a 4 ` . . ..................... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH P114 0/ TOWN OF BARNSTABLE Apphration for Uitj oou1 Works Tomitrnrtion 11amit Application is hereby made for a Permit to C nst.uc or Repair ( ) an Individual Sewage_ Disposal System at: ........ ------ ------ --•........ Location-Address or Lot No. S —�^ own ............. ' ... • --- !� --• Z��` ---F9 ✓lze+. _ i✓ 9 fl�sse y 13 Qt��' ` Address UType of Building n �!` Size Lot............................Sq. feet Dwelling— No. of Bedrooms--------------------------------------------Expansion Attic ( ) Garbage Grinder ( ) Other—T e of Building Gvy�Other—Type g __ _____________ No. of persons----1,t_v_A------------- Showers Cafeteria ( ) Other fixtures W Design Flow/,/V-• _____kJ. .�>------gallons per person per day. Total daily flow------- ��. ..........__gallons. WSeptic Tank—Liquid capacity/Sap-gallons Length_ ©+_ _ Width..... ...... Diameter________________ Depth.... ....... x Disposal Trench--No. ........ ....... Width----1--3_......... Total Length...... -------- Total leaching area....................sq. ft. Seepage Pit No--------------------- Diameter-------------------- Depth below inlet.................... Total leaching area..._..............sq. ft. Z Other Distribution box (:/S Dosing tank ( ) '-, Percolation Test Results Performed by.......................................................................... Date--------------------------------------- Test Pit No. l.G.jg!-------minutes per inch Depth of Test Pit---4X...... Depth to ground water..._..V/- ....... (r4 Test Pit No. 22� ......minutes per inch Depth of Test Pit---- --- Depth to ground water.... / -_-----_-_. 1:4 .............. --------------- ---------------------------------------------- O Description of Soil--- ----•--•------------•----------------...--------- V .......................................................----•---•----•--------••--•--------•-•---•---•------•----------------•--•-----....------------------------------------------•--------------•---- W --------------------- -----------------------------------------------------------------------------------------------------------------------------------------------------------------------•------- U Nature of Repairs or Alterations—Answer when applicable.---------------------------------------------•-................................................ ..............................................-......................................................................................................................................................... Agreement: The undersigned agrees to install the afo scribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Enviro m ntal Code—The undersigned further a ees not, ce t system in operation until a Certificate of Complia has been issu d by the board of heal :1� e Pe Application.Approved By ... -------------------------- _..... S Dare Application.Disapproved for the following reasons: ---------------------------------------------------------------. ------------------------------------------- ------------------------------------------------------, --- - ------------------------------------- --- ------------ -- Permit No. �`� -�---.--742t�------------------ _....- Issued ------..... Da e _. Dare � , , .. y,... �aa.......,.,,,j. THE COMMONWEALTH OF MASSACHUSETTS _ � � W BOARD OF HEALTH 'TOWN OF BARNSTABLE Appliration fri't.-Diti-pnml Warkri Cnnnitrnr#inn 11amit 3 Application is hereby made for a Permit to C1o�ns�truc (V ) or Repair ( ) an Individual Sewage Disposal a:_System at o e 7't ' _ Location dress or Lot NOwno o. dd -------------- ----- Celt Addr: < Type of Building Size Lot.................... Sq. feet Dwelling— No. of Bedrooms`___________________ ______________________Expansion Attic ( ) - Garbage Grinder (. ) `14 Other—Type of-Buildiu _j4 ___ aT. yp g ____�____..___.__ No. of persons....l.I�c�'�.t---------- Showers (2) — Cafeteria ( ) 04 ",`-. /Other fixtures . W Design Flowl��_.' ----`_-----C�--____gallons per person per y. Total daily flow._____ 5��-Gp! ------dons. WSeptic Tank—Liquid capacityISM gallons Length__ 4!.___-____ Width------6s____-__ Diameter________________ Depth... __......... Disposal Trench—No_ --------_______---- Width....XI---------- Total Length____t2 -------- Total leaching area....................sq. ft. ' 3 Seepage Pit No--------------.------- Diameter____________________ Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box (011 Dosing tank ( ) ►" Percolation Test Results Performed by-------------------------------------- ------------------- ------ Date.--------------------.. •-•_..... Test Pit No. L<A-------minutes per inch Depth of Test Pit__�-3�'"___.._ Depth to ground water____*--__--.__--- Lt, Test Pit No. 2_!�4------minutes per inch Depth of Test Pit---!2a.......... Depth to ground water----- /-*----------- a ---•----•-•-----------------•-----•••-••-•..._..•-----......-•-•---••-•-•-•--- O Description of Soil... __ PIr4 --L4e ------------------------------------------------------------- W U --••--------------------•----------•-------•-------------•------------------------•--------•------------------------------------------------------------------------------..........-•••--•-••••......-- r ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- U Nature of Repairs or Alterations—Answer when applicable---------_------------------------------------------------------------------------------------- -•----------------------------•-•-----•-------------•-•----...----•-•-•--------•-----------------•--•--------------...----------------------•-•------•-••----._._......----•-••-•-•----••-----......•-•- Agreement: The undersigned agrees to install the afo e scribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Er m ntal Code—The undersigned further agrees not etS`place t e system in operation until Certificate y p a Ce uficate of Complia has been issu d by the bgard of heal e .............. Application Approved BY : ........ ... .:- ---------------------------------------------------- ' ... .......----.....' .._.-� . ......_......................_....__............ Daze Application.Disapproved for the following reasons: ..........- _.. - L � 't. a kh r 5Permit No. �_ --'7 `-1 Issued - . Da e Dace THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH /77, % TOWN OF BARNSTABLE .e fifiratr of CTont lianr e THIS IS TO CERT FYI Th-t the Individual Sewage Disposal System constructed ( ) o� r Repaired ( ) by !` . A ------------------------------------------._._-------------------.-------------- �,ganec , at - ---------------- **- --- Z -----------t r-i - �� has been installed in accordance with the provisions of TITLE 5 of The State Environmental Code as described in the application for Disposal Works Construction Permit No. ..__................__....._--------------- dated ----------------------------. THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FU�N)CTlIIO/N" ATISFACTORY. DATE.................. `7` O F - Inspecto -------------_---------- ------------------------_-- L-__—m.____— —— ��__.,___ __,_—_....,——_,— ._.-----,...,_._,_ ----_—__Y_—. THE COMMONWEALTH OF.MASSACHUSETTS BOARD OF HEALTH ._f?� TOWN OF BARNSTABLE No..� FEE...-•--- _�.-- Rapo,sal Works Tnntrurtinn lirrmit Permission is hereby granted ---------- '`{'`.`_�!�..------••--•---••-•-------•----------------•-•----•----------...---•------••......••....-•-•-...... to Construct . gor Rep it ( ) an Individual Sewage Disposal System 4 �. ,, Street as shown on the application for Disposal Works Construction Perm,• ©.......... Dated.....��.. - �- ._ f------------------------------ --------------- ............................................. Board of Health DATE------- -///----5............................................. ` FORM 36306 HOBBS 6 WARREN.INC..PUBLISHERS l FROM :down cape engineering inc FAX NO. :15oe3629880 Apr. 11 2006 oe:18AM P1 Town of Barnstable Regulatory Services n € Thomas F. Geiler,Director Public Health Division Thomas McKean, Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer & Deskmer Certification Form Date: Sewage Permit# Assessor's Map\Parcel W Designer: G W�. �A- e- -h Installer: _ Address: ,i Address: On was issued a permit to install a -'(date) _ (installer) septic system at 40 L a?Ift �-aw��. La►,L.� _ _ based on a design drawn by (address) -� dated _� g D d j ( igner) - (� 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 W lateral.relocation of the SAS or any vertical relocation of arty component of the septic system) but in accordance with State & Local Regulations. Plan revision or certified as-built by designer to follow. H OF�9Ss9c - ARNE H v OJALA nstaller' 1 atnr civl! 4 No, 30792 wQr t� 90XI 'S/ONAL (Designer's , Ignature) ' (Affix Des is Stamp Here) i PLEASE RE'rURN TO BARNSTABLE PUBLIC HEALTH DIVISION, CERTIFICATE OF W.M.1'1,JANCE WILL NOT BIN ISSt1ED UNTIL BOTH THIS FORM AND AS-BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. I Q:1 Iealth/Septic/Dcsignrr Certification Form 3-26-04,doc. 1 l J 1 Own OI liarnslable t'lIT% I)cpnt•IMell( of I lcallh,Safcly, and rnvironnlcnlnl Services 'L�'` Public Ileallli Division Dols �0 Sl 367 h4ain Street,I lymmis MA 02601 I uAmrartnty- 1 re39. JA�� Dale Scheduled V�to µn'1 .. �� mime Fee I'll. Soil Suitabilitp Assessment-for Seivage Disposal I'cr formed Ily: \ViUresSed Ily: �. r,D Lo CAOVION & GENERAL INVOft.mA;TION Locnlion Address �.. L O%vncr's Name AbJTX-�Zj CC) bl W `"'��"�� L-��.'►r� Address 300 'Assessors Ara i/1 \ 11 I 'nrc cl. L 4 f 65 4 0. Isnginccr's Nnnrc NI:1V CONS"fROCTION REPAIR I'elcphone II Lard Use Scopes Surfnce Scones Y� Distances Crum: Open Willer I)ody _ ssible WcAen 1 / fl Drinking\Voter\Nell 1 0, rl . I)rninngc Wny-- y > d I It I'rnperly Line >10 r Il Other SKI;'[ ici l: (Slice[onme,dimenslons or lot,exact locations urlest hales&perc Icsls,locnie wcllmlds in proximily to holes) i'SS 1 4`bl • 4ur aT j z 8 .7 5 1 1 ro Za ' G 1b haw�o LJ1 I'mC111 mntcrinl(geologic) p P-04MIA Depth to Bedrock Deplll to Groundwntcr: Standing IVntcr Ill I Inlc: °l�p 6) Weeping from 11It pace_ 107_�l ristimatcd Sca'sonnl IIIgh Orouudwntcr Zlt rj�L t.O 1 DET RMINATION vlbasEASONAL 11IG11.8VA`I'I�It.'�'AIILL t`•lelhorl Used: W C�QLIAE`1\` I-A1l-L Depth Observed slondhrg In rbs.hnlc: ` in, Depth to soil mollles: Depth to weeping from side of obs.hole: Indcx Well n Itrndln Unlc: _- in. Groondwn[ct Adjustment Il. R Index\Vcli level. __ __- Adl,faclor..__ Adl.Groondwoler I-evcl . POR It LATION li'LS'I' Observniion I tole 11 Z. I Ime at 9" Ikplh of I'crc Time n16" . Simll'rc-sonk'fimc n 1 '1,0 1 Z trod Pre-snak t•l� 1'.AO 7.� awo�J►j Itn[c Min./Inch '1,1-�11�1 ZMII• 1-tiAi'3(S� tD �.p��WQJL Site Suilnbllily Assessment: Site l'assed Site fulled: Addilionnl Testing Needed(Y/N) Origivai: public Ilenlih Divisloo Obscrvnlion Ilolc 1)nln'I'o Ile Complcled on lincit j Copy: Appiicn l Depill fillill D110-PT013 MICH. w Sill hice(ill.) Soil i lot lZoll s soil Color Soil Molillog, (S1111cloic.Slolics,Iloulducs. 7-- OF cTu'Ka I-AfL 7--A I/G z z L A01k, A c k_3Z k-3 Z --L2-- Depth Ilool I)ERN) OBSERVATION 1101,1,� !,()c., Hole 11 0I soil I lot izoll Soil Tuallic Sill IIICU(ill.) Soil 0111c, WSDA) Nioliliol ol.. k5floclorc—skilles,lloullicics. c S, I Win 7- Ti -I— L I fole Depth (ioll) Soil I lot lzoll, Soil iSoil •Cofr 011crSofiacc(in.) (OSDA) (SlIt)cloic.Sloocs,114)11141(:Ics. 7-- C,1155 1:1� 11WATION: 1,OC; Dellill lion Soil I forizoll '" Sorl'sice(!it.) Sit" 'cx";lc Soil Color soil (INDA (Nfooscll) Aloilliog (Sit IIc(II,(Ul.SIcfoIIt:s.Ilooffleics. ---------- Abovc 5()()ycIr 1100111)(11IIII(Inry Yes Will,!"500 year boujohily No yes ycnr 1.10011 601111ditry Nc) Yes D-vI QcgL Do-S -a( Icam (i)-til, fee( ornallirally OC6111-lin6 pCl-vi()tJ.5 material rxisf illallar 'I's-obsciNcd dll.otlgIl()jll 111, rea proposed for(lie soil absol-plioll SYSICIll.? C. r no(, what is IIle(Icl)lll*of naturally (Ills Vi Ccl,liry 111.11 off I ((tale) I have passea 111C soil )CI),11'1111CIII ()rl7 1)1-()Iccfi(),) evaltullor Ciamilln(ioll approved by 111C 'llvil ic requircd Iraillilig, exl)cl.(isc 111(1 experience Illill (11C -11)ovc 1111,11)'Sis was perfol-Ille(I by ellce described it) 3 10 CM it 15.017. Ille consistent willi ignalurc .......... Dale ID 4 dr „ " � .:1 � --iT _ _�. _aRlc$C,:CtiLuiveY'.:.. �.... - • p .410 ti WWI— IN �-_.:,,--•_-._s 1. _ - -- - , _ nn fly : ---------------- y 7 .77 :ti^ I :T i f — r ........;- �461Y a, .. .. _ _ Tat \.: i.SPR NOW ago .:-. T7 _ G5 .. i 6�v gEY T3i:in��z.5: : _ :.tStGrGKrN �.BEHIN!7 � 2 h �i .'i '^!t_•.38t6ts >` 1 -. ,,a.m.c;zbtilaMas ;'f�UVT"_��G►i.!`5E7�1�i�: l +:.i-3xuvs'�•z�t.t�tNtvt.t:-:':':'.' r--,3ur:-Fq,Yt suQ:f:u,niz . ! r - vp I I 12.0.. I j ; i .___.....• �.;::. C O.._. 5 c� o O, i 5F Tl:Qbl_K h_._,_: .t J , N _ Q'. 5 oc�-m� a : .I .. .. •. 1-. mi ''/� !'tZ Suii;:r.,�T: t'2f r r m✓xiay o. I LO HGCR 0 i - .. _. : :- _ :. jrQ^r.f::D dH�ET tWK. O: G 777 - r ta fn G d - _.. i <� �,,�-_, ,.�..�_... ". �... .S e._ .r4•o t!ci''' as 1!! f!1� �i s t T �v:c.r,r...��.a;.iv/_ s>:ncE.'. ..... ... , r i Cl , m I I 1 . VEW � II 1 hNe44zw\� ;2M(-w ,: .. .:.: 420 —4UR41Akar 7:4'AIs1Y Li 4-4 47 II . IJ .-E:A _E TG - I .. ® O•. II.O .I .. 120� C 4.6 C 6 I.'.: 6 �• 26" bA" 1 .S.•3�. _ G-9" f I t — .—,_`.� +>att5. ISo go 8 iv v� ;b6 I UQr I 2 90 .',. 4(%FST=;StJIZE::=: 77 rS�D.IdCH�lY�. �� I , L- FI .K�LA't t d t Vuu.— i S I 5 ry i zb ._24 - i - w it j If NJ I NI I I-h - - ero J77 1 4� - .I6-o �_. S O` .. .. 5-0 •':.'. - --. ."la-.O- :_..__ :I, q:p -. � � -.. ��. _. - _24 b -- ... ._. - - _. . i j � t I „ o jot Ti h 0 rt i. t9i t 1 , r , i I { . . : I � 7774 J „ 77777 I ' 77777 77 1 f. I I jl u e __-__.--...._. — — - _ I I .Fxrt: I I. I 3 ! j , j { ��. �•.. � !; �� i �. j ,' �"' i �I .E: � R,' =f: l .� ` a , is 4 F 2x,o'tz�l;7.E125 �..;i' �._s. t -,• _. �f:- ' �y `.;. '.' "'.� "� { .'�. .;; �-.� ' ^..�� ,:: ,,.. -., � '. i 1Vol ! 1 Jlx1�.RtL i � a !, iL.J1 I TEST HOLE L_0 G S SERVICE ROAD SYSTEM PROFILE TOP FNDN. AT EL. 4$.0' ... ACCESS COVER TO WITHIN 6" OF FIN. GRADE (NOT TO SCA•O PROVIDE INSPECTION PORT WITHIN ENGINEER: S. DOYLE ACCESS COVER (WATERTIGHT) TO WITNESS: s" of FINISH GRADE D. MIORANDI, RS �- � /45.0' MINIMUM .75' OF COVER OVER PRECAST WITHIN 6" OF FIN. GRADE 2X SLOPE REQUIRED OVER SYSTEM 40.0' PATE: RUN PIPE LEVEL 2" DOUBLE WASHED PEASTONE PERC. RATE �- < 2 MIN/INCH 0 2� \45.0' FOR FIRST 2' PROPOSED I,Soo ml // 3 MAX. CLASS I SOILS P# 9723 GALLON SEPTIC 37.0' 44.75' WWN - - - TANK (H- O � I TEE.., .Locus ,) 36.45' 36.28' © © © ED 0 C7 0 � C] MIN c 36.17' C E7 CM C] 0 E7 M C] © r<:' 4!' AROUND g W►`f 2 LICA ' 0 0 E7 m E7 0 0 C7 E] t� ELEV. �( x SLOPE) 6" CRUSHED STONE OR MECH , " 43 0' COMPACTION. (15.221 [2)) 2 © ED 0 � 0 © � � © 0 34.17' 0" A 39.8 0 . DEPTH OF FLOW ate,,.,._ ( 38 x SLOPE) (__x SLOPE) 3/4" TO 1 1/2" DOUBLE WASHED STONE /SL uNsulT. /SL LOCATION MAP NTS TEE SIZES: INLET DEPTH ,.�...r 4" 10YR 3/2 UNSUIT. M 4" 1OYR 3/2 OUTLET DEPTH 14 B ASSESSORS MAP 214 PARCEL ' LEACHING s �LS UNSUIT. ZONING DISTRICT: RF* FOUNDATION 10' SEPTIC .TANK --`'--- 21' D' BOX 13' FACILITY 24" 10YR 5/6 /LS YARD SETBACKS: 5.37' / • C1 4" 10YR 5/6 UNSUIT. FRONT _ 30' 2 41 ' SIDE - 15' #3 #4 S%/tY/�ND UNSUIT. REAR = 15' I 2.5Y 7/2 40" C FLOOD ZONE: C I 36.4' 28.8' C2 PERC *OPEN SPACE SPECIAL PERMIT I - j FS ALLOWS REDUCED SETBACKS PERC FS #2 / 0�.0 ISOLATED VEGETATED WETLAND 2.5Y 6 2 � ■■■ � 2.5YR 4/8 132" 28 8' 120" 33.0.', � s i #1 NO GROUNDWATER ENCOUNT':RED ELECTRIC EASEMENT � e #13+ � ll A LOT 2.' 1 .r 26,7 2 SF \ 000 +39.28 TH 1 s �O +39.45 .V � � SEPTIC DESIGN: (GARBAGE DISPOSER IS NOT ALLOWED ) +3 �� v`� DESIGN FLOW: BEDROOMS ( 110 GPD) = 440 GPD !' / 40.02 -I-39,39 USE A 440 GPD DESIGN FLOW „r -f-40.3 880 . _ .� �� '� SEPTIC TANK: 440 GPD - . i 40..34 +39. 3 '+ , - USE A 1500 GALLON SEPTIC TANK ^ LEACHING ' a � 2(3 3.5 + 12.83) 2 .74) 137 SIDES \ .p \ • °` �A +39.78 +4D.55 `J BOTTOM: (. = 318 - +� _. - (\It�TP� 33.5 x 12 83 74) _ - O \ \ 4 PROP. OWELI. 40-+39.70 615 455 .. �, TOP FNDN 48.v TOTAL. S.F. - GPD \ F }-aa.44 4 - 1. DA M 1S ASSUMED \\ on 7 `�a USE (3) 500 GAL. LEACHING CHAMBERS (ACME OR 4 - ' �j 5----4 4.90 - EQUAL) WITH 4' STONE ALL AROUND 2. MUNICIPAL WATER IS AVAII AR!F \ 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. aa.98 h7 40 �" 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H-- 10 5. PIPE JOINTS TO BE MADE WATERTIGHT. TH2 46 ^� 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. ENVIRONMENTAL CODE TITLE V. 7 TH IS PL AN IS FOR PROPOSED SEPTIC SYSTEM ONLY AND IS NOT 28 S2. +4622 4�91 EpGE OF P-+s,38 TO BE USED FOR ANY OTHER PURPOSE. 7.59 5"� 28.00 +47.27 47 i*I, g� ,{-4�66 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40--4" PVC. 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT +46.a5 +47.61 K47.51 16 +46.74 INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED 75 � 47.01 FROM BOARD OF HEALTH. +4"d 47. LEGEND / a8 447.72 .98 . I 100.0 PROPOSED SPOT ELEVATION w 100x0 EXISTING SPOT ELEVATION . L T 1 73 i 49 100 PROPOSED CONTOUR 94 �47 s 100 EXISTING CONTOUR 49 � +50.49 •51 G�50.29 t+y +50.26 ►� 2.01 �Z TITLE 5 SITE PLAN !, 51.38 � I '�7 BOARD OF HEALTH OF L`/T #2A L..!'1 Y Y T O N LAN E 51.78 53 APPROVED DATE MA 262.3 I IN THE TOWN OF: 6 t . 9 off 508_362-4b4, (CENTERVILLE) BA R N STA B L E --53.32 fox W8 362-9880 PREPARED RED FOR: BAYBERRY BUILDING *8 ,28.29 I -}-54.90 down cape engineering, Inc, 54s3 i 55 20 0 20 40 CIVIL ENGINEERS 80 LAND SURVEYORS 1 SCALE: 55.36 I �56. r 939 Main st. yarmouth, ma 02675 1 DATE: AucusT 20, 2005 56.16 \ �1-57 57.67 5 .23.12 HOFi, � rt ._�45h-43- -- ...-- t57s"' '" .J °� Af�NE H °`' AR NE ®. OJALA H. -- �- BENCH MARK - CTR OF iVIL y' OJALA 0+ C. BASIN ELEV. = 57.7 307q - « OOTFLYING HILL ROAD 03-- >08--2A S.�I A OJALA, P. .L.S. DATE