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HomeMy WebLinkAbout0689 OAK STREET (CENT./W.BARN) - Health 689 OAK ST. WEST BARNSTABLE A = 215 034 003 0 r i TOWN OF BARNSTABLE LOCATION I' SEWAGE VI:LAG ASSESSOR'S MAP & LOT,2/S INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPAC Edo of U an 9vy,� LEACHING FACII.ITY: (type) ( ize) I NO.OF BEDROOMS BUILDER OR OWNER �"/ z✓ i PERMITDATE:T_I _COMPLIANCE DATE: i Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet i Private Water Supply Well and Leaching Facility (If any wells exist on site or withini 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility (1f any wetlands exist within 300 feet of leaching facility) Feet Furnished by 0� o TOWN OF BARNSTABLE LOCATION �� SEWAGE ©� VILLAG ! CC Vdc, ASSESSOR'S MAP & LOT•z1 J INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY /` OO qfCtLL LEACHING FACILITY: (type)3 On�I l Y��d�'�ize) NO.OF BEDROOMS C mxC BUILDER OR OWNER G "' '� t-Q , PERMTTDATE:�� (��� COMPLIANCE DATE: 60 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 04 I s 4 3 — �-� `No._____� aDf� THE COMMONWEALTH OF MASSACHUSETTS y FEE, o(i BOARD /OF HEALTH APPLICATION FOR DISPOSAL SYSTEM CONSTRUCTION PERMIT Application for a Permit to Construct (1l Repair ( ) Upgrade ( ) Abandon ( ) - ❑Complete System ❑Individual Components / Loc l tr �� f wn r N ekk LD Map/Parcel# -77Y�0? Ws Lot# Telephone# G rr / lnst I e me Designer's ame JGh qWAdd ss ��f /�I.�-iY.r/ Sr� 1L�rrs sue✓ ess Telephone# Telephone# Type of Building: 4Z 9loL Lot Size 19 S7 1 Sq.feet Dwelling—No.of Bedrooms Garbage Grinder V9 Other—Type of Building No.of persons Showers ( ), Cafeteria ( ) Other fixtures ,/[ Design Flow(min.required) o gpd Calculated design flow T TO gpd Design flow provided.z gpd Plan: Date Number of sheets t Revision Date Title Description of Soil(s) Soil Evaluator Form No. Name of Soil Evaluator k2PV.-nJ--.ram !� AOOteof Evaluation DESCRIPTION OF REPAIRS OR ALTERATIONS The undersigned agree to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and further ag s t to place the system in operation until a Certificate of Compliance has been issued by the Board of Health, 7 Signed A A FORM 1 - APPLICATION FOR DSCP DEP APPROVED FORM 5/96 { "LiNa.: / THE COMMONWEALTH OF MASSACHUSETTS 4 ': $1�yV-E .'• �� BOARD OF HEALTHV170 m APPLICATIO1 FOR DISPOSAL SYSTEM CONSTRUCFTION PERMIT ; <. Application for a Permit to Construct (,i Repair ( ) Upgrade ( ) Abandon ( ) - ❑Complete System ❑Individual Components € Loca 3 r� f I e' r Jl � L ft ' � !fin '` r •,1 p ..Map/Parcel# (n n Lot# Telephone# '[nstallep4me �t Designer's Name AddrIss dle Telephone# Telephone It k � Type of Building: Lot Size ,� S Sq.feet Dwelling—No.of Bedrooms Garbage Grinder (l%)q Other--Type of Building No.of persons Showers ( ),"Cafeteria ( ) ` Other fixtures `mil` Design Flow(min.required)�gpd Calculated design flow 4 T,3 gpd Design flow provided gpd Plan: Date Number of sheets" Date Title ` "n--4- ,i! �':�`' Description of Soil(s) A SoilgEvaluator Form No. Name of Soil Evaluator';g5j _j,�.� Tl e-of Evaluation VYt� DESCRIPTION OF REPAIRS OR'ALTERATIONS r Ej+ .•• The'undersigned agrees to install the above described Individual Sewage Disposal System in accordance i>I the provisions of TITLE 5 and further.ag s' of to place the system in operation until a Certificate of Compliance has bb ed by a Board of Health. ,Signed; ' D � FORM 1 APPLICATION FOR DSCP DEP APPROV66 FORM 5/96 No. / 'i THFr\COMMPNYVEALTH OF MASSACHUSETTS..-. , .FEE BOARD OF HEALTH ... CERTIFICATE OF COMPLIANCE Description.of Work: "—❑-Individual Component(s) ❑Complete System The undersigned hereby certify that the+Sewage Disposal System;Constructed( ),Repaired( ),Upgraded( ),Abandoned( ) l�� by: T r,.. at 9 I has been installed in accordance with the r isions of 31 CMR 15.0 (Title 5) and the approved design plans/as-built J " Alan's relating to application No � dated A proved Design Flow (gpd) J Installer .- 1 j4 Designer: Inspector `ate /� "� (/ .! � rT L.. l The issuance of this certificate shall not be construed as a guarantee thatrfhe system will function as designed. FORM 3 - CERTIFICATE OF COMPLIANCE DEP APPROVED FORM 5/96 No. THE OMMONW LT OF MASSACHUSETTS FEE �� A R D OF HEALTH . DISPOSAL SYSTEM CONSTRUCTION PERMIT ( Permission is hereby a d to Const u t ( pair ) Upg raffle A br don ( ) an individual sewage disposal system at /,C,/\ as described in the application for Disposal System Construction Permit No. dated Provided: Cons ruction hall be completed within three years of the date of this per A• o=1 o nditi s must be met. Date Board of Health L •` FORM 2 - DS1+CP DEP APPROVED FORM 5/96 FORM 1255 (REV 5/96) H&W HOBBS&WARREN TM PUBLISHERS- BOSTON II' i i r dy�a bat " i 3 } 3 J V ------------- ------------ -- m -- —---------- --------- S a 4I r 53 , ; j , ----------------------'-- ' .,..•o«..w..,..... I ..........+., i ."ate,,,•r•... � 0.9, i ZI ---- --- Q. ------- -ELL -------------------- ------ ------------------- ...�. _..'.....8.. r . au 1 c f F °„nyr�o�Pl.n SH♦.f1 NUMlfa: A I 0O NlHiu z:-14 ----------- ...... 0 # VE-1 0 0 ------------------ -4 ola v.13 ---------------------------- t Li —------------ ----------- pp Mug JA'�MP-4;r PL4Pe5'F—MAN ---------------- r---------------------- .......... Fe ° i ' 0 I v PROJECT eUs4,om Hams and F-asiclon46 IWAWMN 76V MARI�WO05 �NWT14 VAOW�F-P-, MIS2.AMY 2-LOTN16K- -ALD O AAAr LOCATION, —"cj r MA Plans 311A �J o ni�S�f�i�e G MC�Aa i P; 14syxo� ? s i of lo^ru..nl...mrt,✓Ie.Fsocl�p. 1/f•WIp6r M•NMh-'A rIyPJ P ��� O i`OQf 7 4.e GVry Jel..1.•Ib"a.c.rlyPJ M.rl.TM-1 lte h.,d.r eYv.-I T'-i I/t 11� 1/s•eq..u..YerdcypJ 6 � t�. •/,•r.w.Pw.md..Yaeof L e wrMf.do�yJ I.e•t Pi•v trn..rypJ os.r.r. . - Z tterY•fie�..aldea. l.e rY.,-i.u.a ib".a. eYu.-nul/s• � � ,• o I/ bF.e md�wpk.�d.,•r.w. •H�.w..1,ra,.ptorM,, rnreN:tlo we.f es p v.:aeeM.r..MryP, r./4•eor.umY..fd(1yI.J t• rTr M.a t'4 r/t`GO%rlwM'_FMhb uYpJ D Q .."j tv�i o.r. 4.,blW.rll tb•o.c.hy�.J OO af s I/t'r4 w.J..-vFI sfypJ s/,•T.IG. .rMWar _Y. e.$...$ . 4Wd IVY/�fi-TJ 2 "4 2 3 i Tn I_Foc9 Y ... 23 qq 5. f terbvf jeM.s lb•ee. tterYw JsM..alb'es. CY+-O'-I , - � E e•b P.T.�i•./biry.en ryA>tvrMJ Tn vauJ.F-vn c� ...�. n.s..�y�� .l o.bf•w i i 99 8 e•Par.d mwH.bwY.entyPJ celuw�r/eo•`♦O's I'mwcrc fcvFlry CS y .gng �CS l u.IP.wam„rf.�.w.m,rM rou.d.+e„ Fides.°s�O o w ���u1LfJn 1G hCG rloh�A-Pa fM dws GTrt: SHFfT NUMMR A400 We e Z 15 Pafo l O3�-o0 3 ENVIROTECHLABORATORIES,INC. ALA CERT.NO.:M-MA 063 449 Rre.130 Sandwicb, MA 02963 908(888-6460) 1-800-339-6460 FAX(908)888-6446 CLIENT. Tim Pearson LOCATION: Lot 10 ADDRESS: Oak St. W. Barnstable, MA COLLECTED BY: L. Wile SAMPLE DATE. 7/17/2000 SAMPLE TIME: 9:OOAM WATER SAMPLE TYPE. New Well bATE RECEIVED: 7/17/2000 LAB I.D. #: 0007347 WELL SPECS.: 1257 4" PVC/20 GPM RESULTS OF ANALYSIS: Parameters Units Recommended Results Method Date Analyzed Limits Coliform bacteria /100ml 0 0 9222 B 7/17/2000 PH pH units 6.5-8.5 6.19 4500 H+ 7/17/2000 Conductance umhos/cm 500 294 120.1 7/17/2000 Nitrate-N mg/L 10.0 0.386 300.0 7/17/2000 Nitrite-N mg/L 1.00 < 0.003 300.0 7/17/2000 Sodium mg/L 28.0 46.1 200.7 7/18/2000 Iron mg/L 0.3 0.066 200.7 7/18/2000 Manganese mg/L 0.05 0.002 200.7 7/18/2000 Volatile Organics See Report. Chloroform ug/L 100 1.9 EPA 524.2 07/20/2000 COMMENTS: pH is below recommended limit and may have corrosive characteristics. Sodium level is not a health hazard. WATER MEETS EPA STANDARDS AND IS SUITABLE FOR DRINKING PURPOSES FOR PARAMETERS TESTED. <=less than ���' ` Date 2VI'� >=greater than Ron Id J. Saari TNTC=too numerous to count Laboratory Director 07/24/00 13:43 FAX 401 738 1970 R. I. Analytical 007/009 _t Page 6 of 7 R.I. Analytical Laboratories, Inc, CERTIFICATE OF ANALYSIS y Enviroiech Laboratories, Inc. Date Received: 7/17/00 Approved by: Work Order# 0007-08212 R, . Analytical Sample#: 003 SAMPLE DESCRIPTION: WILE LOT 10 OAK 0007347 GRAB 07/17/00 @0900 SAMPLE DET. ANALYZED PARAMETER RESULTS LMT UNITS METHOD DATE/TIME ANALYST volatile Organic Compounds Bromodichlorometbanc <0.5 0,5 ug/1 EPA 524,2 MOM 18:24 MT gromoform <0.5 0.5 ug/l EPA 524-2 7/20/00 18:24 MT Dibromoehloromethane <0.5 0.5 ug/1 EPA 524.2 7/20/00 18,:24 MT Chloroform 119 0.5 ug/1 EPA 524,2 7120/00 18:24 MT 1,2-Dibromocrhane(ED13) <0.5 0.5 ug/l. EPA 524.2 7/20100 19:24 MT Bcnzene <0-5 0.5 ug/l EPA 52.42 7/20/00 18:24 MT Carbon Tctrachlotidc <0.5 0.5 ug/1 EPA 524.2 7/20/00 18:24 MT 1,2-DicItloroethane <0.5 0.5 ug/l EPA 524.2 7/20/00 17:46 MT Trichloroethene <0.5 015 ug/1 EPA 524,2 7120/00 18:24 MT 1,4-Dichlorobenzene <0.5 0.5 ug/1 EPA 524.2 7/20/00 17:46 MT 1,1-Dichloroethane <0,5 OS ug/l EPA 524.2 7/20/00 19:24 MT 1,1,1-Tricblorocthanc <0.5 0.5 ug/1 EPA 5242 7/20/00 18:24 M'1' Vinyl Chloride <0,5 0.5 ug/l EPA 524.2 -7/20/00 18:24 MT Promoben7ene <0.5 0.5 ug/l EPA 524.2 7/20/00 18:24 Iv1T Bromomedmne <2 2 ug/1 EPA 524.2 7/20/00 18:24 NIT Chlombenzene <0.5 0.5 ug/1 EPA 574.2 7120/00 18:24 MT Chloroethane <2 2 ug/1 EPA 524.2 7/20100 18:24 MT Chloromcthanc <2 2 ug/l EPA 524.2 7/20/00 18:24 MT 2-Chlorotoluene <0.5 0.5 ug/l EPA 524.2 7/20100 18:24 MT 4-Chlorotolucne <0.5 0.5 ug/l EPA 524.2 7/20/00 18:24 MT Dibromornethaue <0,5 0,5 ug/l EPA 524.2 7120/00 18:24 MT 1,3-Dichlorobenzeae <0.5 0.5 ug/l EPA 524.2 7/20/00 18:24 MT 1,2-Dichlorobeazenc <0.5 0,5 ug/l EPA 524,2 7120/00 18:24 MT vans-1,2-Dichlorocthene <0.5 0.5 ug/1 EPA 524.2 7/20/00 18:24 MT cis-1,2-Dichloroethcne <0,5 0.5 ug/1 EPA 524-2 7/20/00 18:24 MT Marhylenc Chloride <0"5 0.5 ug/l EPA 524.2 7/20/00 18:24 MT 1,1-Dichlorocrhene <0.5 0.5 ug/l EPA 524.2 7/10/00 18:24 MT 1,1-Dichloropropene <0.5 0.5 ug/1 EPA 524.2 7/20/00 18:24 MT 1,2-Dichloropropanc <0.5 0.5 ug/l EPA 524.2 7/20/00 18:24 MT 1,3-Dich1oropropane <0-5 0,5 ug/1 EPA 524.2 7/20/00 18:24 MT 1.3-Dichloropropenc <0.5 0.5 ug/l EPA 524.2 7/20/00 18:24 MT 2,2-DicWoropropane <0.5 0. ug/l EPA 524.2 7/20/00 18:24 MT Ethylbenzene <0.5 0.5 ug/1 EPA 524.2 7/20/00 118:24 MT Styrene <0,5 0.5 ug/1 EPA 524.2 7/20/00 118:24 MT 1,1,2-Tnchloroctbane <0.5 0.5 ug/1 EPA 524.2 7/20/00 1.8,24 MT 1,1,1,2-Tcrrachl0roeth.'tDc <0.5 0.5 ug/1 EPA 524.2 7/20/00 19:24 MT 1,1,2,2-Tetrachlorocthanc <0.5 0.5 ugll EPA 524.2 7/20/00 18:24 MT Tevachlorocthene <0.5 0,5 ug/1 EPA 524.2 7/20/00 1'8:24 MT 07/24/00 13:43 FAX 401 738 1970 R. I. Analytical Q 008/009 >t{ Page 7 of 7 R.I. Analytical Laboratories, Inc. CERTIFICATE OF ANALYSIS E1lvirolech Laboratories, Inc. Date Received: 7/17/00 Approved by: Work Order# 0007-08212 R.I Analytical i Sample#_ 003 WILE LOT 10 OAK 0007347 GRAB 07/17/00 @0900 SAMPLE DET. ANALYZED PARAMETER RESULTS LMUT UNITS METHOD DATE/TIME ANALYST 1,2,3-T7ioh1or0pr0pane <0,5 0.5 ug/1 EPA 524.2 7/20/00 18:24 MT Toluene <0.5 0.5 ug/1 EPA 524.2 7/20/00 18:24 MT Xylcncs <0.5 0.5 ug/1 EPA 524.2 7/20/00 18:24 MT 1 2-Dibromo-3-Chloropropanc <0.5 0.5 ug/1 EPA 524.2 7/20/00 18:24 MT Bromochlorumarhanc <0.5 0.5 ug/1 EPA 524.2 7/20/00 18:24 MT n-Butylbenzene <0.5 0.5 ug/1 EPA 524.2 7/20/00 18:24 MT Dichlorodifluoromethanc <0.5 0.5 ug/1 EPA 524.2 7/20/00 18:24 MT TrichlorcfluoromeEhane <0.5 0.5 ug/1 EPA 524.2 7/20/00 18:24 MT I3exacblombumdiene <0.5 0.5 ug/1 EPA 524.2 7/20/00 18:24 MT Isopropylbenzene <0.5 0.5 ug/1 EPA 524.2 7/20/00 18:24 MT p-Isopropyltoluenc <0.5 0.5 ug/1 EPA 524.2 7/20/00 18:24 MT Naphibalene <0,5 0.5 ug/1 EPA 524.2 7120/00 18:24 MT n-Propylbenzene <0.5 0.5 ug/1 EPA 524.2 7/20100 18:24 MT scc-Burylbcnzcne <0.5 0.5 ug/1 EPA 524.2 7/20/00 18:24 MT ten-Butylbeazenc <0.5 0.5 us/1 EPA 524.2 7/20100 18:24 MT 1,2,3-Trichlorobemenc <0.5 0.5 ug/1 EPA 524.2 7/20/00 18:24 MT 1,2,4-Trichlorobenzene <0.5 0.5 ug/1 EPA 524.2 7/20100 18:24 MT 1,2,4-Trimethy1bcnzcne <0.5 0.5 ug/1 EPA 524.2 7/20/00 18:24 MT 1,3,5-Trimethylbenzene <0.5 0.5 ug/1 EPA 524.2 7/20/00 18:24 MT Methyl Tertiary Butyl Ether <1 1 ug/1 EPA 524.2 7/20/00 18:24 MT n-Hexane <10 10 ug/1 EPA 524.2 7/20/00 18:24 M'f SURROGATES RANGE EPA 524.2 7/20100 18:24 MT 4-Bromotluorobenzcnc 109 80-120970 EPA 524.2 7/20/00 18:24 MT 1,2-Dieh1orobcnzcned4 116 80-120% EPA 524.2 7/20/00 18:24 MT r Fee------Y — BOARD OF HEALTH TOWN OF BARNSTABLE Application,forVell Construction3permit Appli ation is jere�by a for a p itto Const uct (✓), Alter ( ) or Repair ( )an individual Well at: _� ' r� x-l — Location — Add s a d Parcel -- - -- G1D - r --ems - ------------------ti � _� n - ----- — -- ------�� z A ss Installer Driller lAddre`ss— Type of Building Dwelling � — � ----------------------------- Other - Type of Building---------------------- No. of Persons-------------------------___ T e of Well---—------- - ---—-- - Capacity Purpose of Well------------------------ Agreement: The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The Town of Barnstable Board of Health Private Well Protection Regulation — The undersigned further agrees not to place the well in operation until a Certificate o Compliance has been issued by the Board of Health. � ° Signed ------- -- - -- date Application Approved By--hie�-�Z ----- -- ------ ---- —_ _=__O date Application Disapproved for the following reasons: ------------------------ ------------- - ---- date Permit No.--w-a 0 Issued date _ BOARD OF HEALTH TOWN OF BARNSTABLE Certificate ®f Compliance THIS IS TO CERT FY,; t the Individual Well Constructed L/ Altered ( ), or Repaired ( ) �J��-�_o-n�------ ----------- --- Installer ------------------------ has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation as described in the application for Well Construction Permit No. Dated---- ----- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE---- Inspector------------- 77 N ---L t r Fee------Y-�---- t n• BOARD OF HEALTH 1 . TOWN OF. BARNSTABLE .�' ZIP f ration orVell Con0ructionPermit Appli ation is'' er by e•fo a p it to Const* uct'(✓), Alter ( ), or.Repair ( . )an individual Well atc r Location = Add sses s a d Parcel ' his ner A ss' . _I _�li< ins -=-=--- = - -z _ _:Gzb31 3W Installer — Driller t Type of Building•' S i� Dwelling - - --------------- Other`- Type.of Building = -- -= No. of Persons--- Type of Well-—------- -- --- Capacity-- Purpose of Well-- Agreement: . ' The.undersigned agrees to install the aforedescribed individual'well.in accordance with the provisions of The Town`of.Barnstable.Board of Health Private Well Protection Regulation The undersigned further agrees not to place 'the well in operation until a Certificate .o• Compliance has been issued by the.Board.of Health. Signed �--' -- ---- -- - _ ------ date - -— — Application Approved By— _ s date Application Disapproved .for the following,reasons: — date` i --- .e ! Permit No. 1I.Vn:o '�_ Issued—��_AYE trt � , "t' .e Y ;F r r —date fy m / { '?'ia;e!rt'��e&9i+Pe�9aYl2lYa�el�loli!'a?�R�1T2k�iR'aEbOi4Yu4 ..a4ar�l2pJeTeT Yle�A4i�il6l6li189e.1api0!!i$LV�9 lTi4eif�:iKNii1R8! !�.!d?aCi7i4i.41613AiRi'1&9 i4�.4RMil.n�aTili Rf4i41i1i94!alMWi BOARD OF HEALTH TOWN OF BARNSTABLE ��-',µ,11" ��. �Lert fitate ®f �om�C ante �'_2 '. THIS IS TO CERT FY; t the Individual Well Constructed (t,/� Altered ( ), or Repaired ( ) b _ -,-- 1 Y =-- --- - -- --- --- - - ---- — QInstaller at �_ L Cli_ � f.���nfA � ---------- -installed in,accordance with the provisions of the Town of Barnstable Board of Health Private;Well Protection Regulation as described in the application for Well Construction Permit No. Wdw-- -Dated----' ---- 1 THE;.ISSUANCL{"OF THIS.CERTIFICATE'SHALL NOTY BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY DATE= --- - Inspector" - - -- - -- -=- -- _�+.d�!y+aea�ia�.e.xeS.+beasaeaea.:w»ec�aeaasvaeieaeserss<wa_aerez a4seaeaw4+�.sxii.ry:a.ssa.�r.Ewa.eera.uaa�ssaysara4a►a�,..s,i�asaaa�s!*7a!*�..�aRaKwes_!�+ta�atiwa�s.r..a•A• k BOARD OF HEALTH C TOWN OF BARNSTABLE t Well Con5tructioni3ermit No. -]�141 Fee- `- Permission is hereby granted "' i• n to Construct (�, Alter ( ) or ep ' ( ) a .Individual Well at: No. I:b ®Gtl(_. ---- -----------=------ Street as shown on the application•for a Well Construction Permit No.- ____----- Dated ---_--------------- i -— - _- --- --------- -------- DATE oard of Health �® -- f . TOP FNDN = 137.5' SYSTEM : PROFILE TEST HOLE LOGS �o ACCESS COVER TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE) G EAGLE SURVEYING ACCESS COVER (WATERTIGHT) TO ENGINEER: „ 137 WITHIN 6" of FIN. GRADE WITNESS: ED BARRY MINIMUM .75' OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM 1 7,0' oQ RUN PIPE LEVEL 2" DOUBLE WASHED PEASTONE DATE: 4/14/94 134.5' FOR FIRST 2' —1°0 LOCUS PROPOSED 1500 3' MAX. PERC. RATE _ < 2 MIN/INCH <1N ` GALLON SEPTIC _ I 8204 134.14 133.89 134.25 CLASS SOILS P# R� TANK (H- 1 ) -GAS 3+ BAFFLE 133.70 133.53 , C1 0 C7 Cl CJ Cl 0 Pp MIN 133.42' 17-1 E] [] CI 0 M ED = � � a' InOUND SERVICE RO ( Z % SLOPE) �6" CRUSHED STONE OR MECHANICAL C� ED CI M = CO M E� COMPACTION. (15.221 [2]) $ 2' o a a a [� Cl = M C7 a „ ELEV, ELEV. 4+ 131.42 � Q DEPTH OF FLOW ( 1 7. SLOPE) 137.5 0 137 TEE SIZES: +, 3/4" TO 1 1/2" DOUBLE WASHED STONE INLET DEPTH = 10 TOP & TOP & O WEQUAQUET LAKE � N OUTLET DEPTH = 14 SUBSOIL SUBSOIL LEACHING LOCATION MAP (NOT TO SCALE) .. . FOUNDATION--- 18' SEPTIC TANK 19' D' BOX 13' 36" 134.5 361+ 134 FACILITY MED SAND EXISTING '12a� 7.42' SOME SILT & WELL 1�`� -_ 84" STONES BENCHMARK � ASSESSORS MAP 215 PARCEL 16-2 CONCRETE BOUND 4;,�� MED SAND ELEV = 133.78' l''� �.� SOME SILT & ZONING DISTRICT: RF CLEAN MED. YARD SETBACKS: s O� H 2 AT EL. 124 SAND AND ROCKS FRONT = 30 PROP. WELL SIDE = 15 OQ' F.i �= Sao' t To sT REAR = 15' PLAN REF. — 527/84 208' �\ FLOOD ZONE: C i �� ZCj� EXIST. SSAS,UTILITY ,+ 156 124.5 156„ 124 POLE NO WATER ENCOUNTERED NOTES: i .' r BASED ON BARNSTABLE GIS \ SEP TIC DESIGN: (GARBAGE DISPOSER IS NOT ALLOWED ) 1 . DATUM IS - -- - 330 i DESIGN FLOW: 3_ BEDROOMS ( 110 GPD) GPD 2. MUNICIPAL WATER -IS NQT AVAILAR3 E_ _ USE A 330 GPD DESIGN FLOW 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. SEPTIC TANK: 330 GPD ( 2 ) = 660 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H— 10 o _> 5. PIPE JOINTS TO BE MADE WATERTIGHT. O, GAR 131� USE A 1500 GALLON SEPTIC TANK 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. - LEACHING: ENVIRONMENTAL CODE TITLE V. 2(12.83 + 25) 2 (.74) = 112 PROP. SIDES: 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE \` LOT 10 USED FOR LOT LINE STAKING. ,.� DWELL. . TF = 137.5 43,579 SFf BOTTOM: — 12.83 x 25 (_74) = 237 8, PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. TOTAL: 471 S.F. 349 GPD 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTARNED ,9 USE 2 500 GAL. LEACHING CHAMBERS ACME FROM BOARD OF HEALTH. �O• `l- OR EQUAL) WITH 4' STONE ALL AROUND 10" CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE O `� LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR PTTH1 tp. TO COMMENCEMENT OF WORK. rri m 'PT '� z LEGEND TITLE 5 SITE ,PLAN PROPOSED SPOT ELEVATION OF w TH2 LOT 10 OAK STREET oo. �, �� f0 100x0 EXISTING SPOT ELEVATION J IN THE TOWN OF: Fi bol PROPOSED CONTOUR (WEST) BARNSTABLE N 100 EXISTING CONTOUR PREPARED FOR: MARKWOOD CORPORATION VACANT 30 0 30 60 90 134 J5 BOARD OF HEALTH � -133`- ____ --2 - - ----- --------- �.-- ---- APPROVED DATE MA SCALE: 1" = 30' DATE: APRIL 21, 2000 ti3 off 508-362-4541 DSO fax 508 362-9880 �r!' �NYi?F Mq3;. \N 0f 4f down cape engineering, Inc. �o ARNE H. S9��G� � ARNE OJALA r" —+ S OJALA CIVIL ENGINEERS Nv IVlsoia2 tip No.26348 EXISTING LAND SURVEYORS �QFFR ISTE4� J� s WELL 9 9 i 99— 16 3 man st. Yarmouth, ma 02675 ARNE H. OJALA, P.E., P.L.S. DATE -- --- -------- ------------- SYSTEM PROFILE TEST HOLE LOGS TOP FNDN = 138.0 N TO E) ACCESS COVER TO WITHIN 6" OF FIN. GRADE (NOT SCAL �G EAGLE SURVEYING ACCESS COVER (WATERTIGHT) To ENGINEER: WITHIN 6' OF FIN. GRADE ED BARRY 137 MINIMUM .75 OF COVER OVER PRECAST /` 2% SLOPE REQUIRED OVER SYSTEM 13(.0' WITNESS. Q RUN PIPE LEVEL 2" DOUBLE WASHED PEASTONE DATE: 4/14/94 0 134.5' FOR FIRST 2' 3' '1AX. PERC. RATE _ < 2 MIN/INCH �„°eeR Locus LPRD 1500 rr- - SEPTIC 133.89' 133.0' CLASS I SOILS P# 8204 134.14 - 10 ) GAS 133.28' Ro�SE 6 BAFFLE 133.45' �� o a o a O o a o 0 MIN a 132.17' CO ED C� C-1 ED � CJ L 0 rlz> 4' AkwND SERVIC2 % SLOPE) �6 CRUSHED STONE OR MECHANICAL [� [� a Cl 0 ED C 3 {, COMPACTION, (15.221 [2I) $ 2'. 0 M O O CO 0 0 C7 ). o 130.17'. Q ELEV. Q ELEV. . DEPTH OF FLOW 4 (MIN 90 SLOPE) Ot, 137.5 0 137 TEE SIZES: 1090 3/4 TO 1 1/2" DOUBLE WASHED STONE INLET DEPTH = OUTLET DEPTH TOP BC TOP & OVET 0 WEO N I (- 14" SUBSOIL AK \ ) SUBSOIL 36" 134.5 36" 134 ; LEACHING LOCATION MAP (NOT TO SCALE) ' v FOUNDATION— 13' SEPTIC TANK 23' p' BOX 13� FACILITY MED SAND 6.17' SOME SILT & EXISTING STONES WELL 129 84" BENCHMARK CONCRETE BOUND MED SAND ASSESSORS MAP 215 PARCEL ' ELEV = 133.78' '� �� ZONING DISTRICT: RF SOME SILT & CLEAN MED. YARD .SETBACKS: FRONT = 30, 2 AT EL. 124 SAND AND ROCKS SIDE = 15' PROP. 'WELL 140 t TO ST REAR 15' O PLAN REF. - 527/84 ' p ICI 208' FLOOD" ZONE: C i / UTILITY ZC T— 7EXIST. sns 156" 124.5 156" 124 POLE �i j' NO WATER ENCOUNTERED NOTES: SEPTIC DESIGN: (GARBAGE DISPOSER Is NOT ALLOWED ) 1 . DATUM IS BASED ON BARNSTABLE GIS 13 �� DESIGN FLOW: _ 440 BEDROOMS ( GPD) GPD 2. MUNICIPAL WATER IS NOT AVAILABLE 36 S f ,SE 0 GPD DE .GN _C 3. MINIMUM PIPE PITCH TO BE 1/8' PER FOOT. / c6 ._ - SEPTIC TANK: 440 GPD ( 2 ) = 880 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 10 5. PIPE JOINTS TO BE MADE WATERTIGHT. %` USE A 1500 GALLON SEPTIC TANK 13 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. PROP. LEACHING: ENVIRONMENTAL CODE TITLE V. -' 2(12.83 + 33.5) 2 (.74) = 137 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE DWELL. SIDES: �\ 1 _ DECK - USED FOR LOT ,NE STAKING. ` M \ TF = 138.0' LOT 10 � BOTTOM: 12.83 x 33.5 .74 = 31$ 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40 4" PVC. TOTAL: 615 S.F. 455 GPD 9. COMPONENTS NOT TO BE BACKFILLED DR CONCEALED WITHOUT INSPECTION BY BOARD ❑F HEALTH AND PERMISSION OBTAINED �\ �9 DECK USE 3) H- 10 500 GAL. LEACHING CHAMBERS (ACME FROM BOARD OF HEALTH. 3R EQUAL) WITH 4. STONE ALL AROUND 10. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR PT TH1 TO COMMENCEMENT OF WORK. O --I \ m PT Z LEGEND TITLE 5 SITE PLAN PROPOSED SPOT ELEVATION OF a �, '137 TH2 LOT 10 OAK STREET o 1OOx0 EXISTING SPOT ELEVATION 100 IN THE TOWN OF: PROPOSED CONTOUR (WEST) BARNSTABLE ---- 100 EXISTING CONTOUR PREPARED FOR: MARAWOOD CORPORATION VACANT \ 30 0 30 60 90 \ BOARD OF HEALTH \ 134 95 ----�32 -------------y - APPROVED DATE NIA SCALE: 1" = 30' DATE: JUNE 23, 2000 \ —-—-—-—-—-—- —-— --—-— REV. 7/17/00 (MOVE SAS) off 508-362-4541 jSo, fax 508 362-9880 H Of NOTE: IF RESERVE UTILIZED, H-20 COMPONENTS I o�� � 1N Of ,�� REQUIRED d O wn cape engineering, In e. �s ARNE It o� ARNE 3 y CIVIL y OJALA T i. n.: CIVIL ENGINEERS Na3D?92 Na e ,.. . EXISTING ! LAND SURVEYORS �E,�,�c� EAEO a NOS 717 WELL 939 main st. yarmouth, ma 02675 99- 1 6 1 ARN.E H. 4JALA, ., P.L.S. DATE SYSTEM PROFILE TEST HOLE LOGS TOP FNDN = 138.0 NOT TO SCALE) ACCESS COVER TO WITHIN 6" OF FIN. GRADE ACCESS COVER (WATERTIGHT) TO ENGINEER: EAGLE SURVEYING / 137 MINIMUM .75' OF COVER OVER PRECAST WITHIN 6" OF FIN. GRADE� 2% SLOPE REQUIRED OVER SYSTEM ED BARRY 136.0' WITNESS; � RUN PIPE LEVEL 2' DOUBLE WASHED PEASTONE i DATE: 4/14/94 134,5' FOR FIRST 2' f PROPOSED 1500 \' 3' MAX. PERC. RATE _ < 2 MIN/INCH PO LOCUS GALLON SEPTIC 133.89' 133.0' CLASS SOILS p# 8204 Ro�SE 0 134.14' TANK (H— 1O ) GAS 133.28' BAF LE 133.45 000o CO 0 r-1 CO 0 L a M M • MIN o 132.17' M0 C] l © M M 4' AROUND SERVICE ROPO M SLOPE) �6" CRUSHED STONE OR MECHANICAL [� [] 0 C] [] 0 � MCOMPACTION. (15.221 (2]) 8" 8 2' i� l� O f� C7 C� C7 b 130.17' Q ELEV. Q ELEV. DEPTH OF FLOW 4 (MIN% SLOPE) 0), 137.5 0' 137 TEE SIZES: 3/4" TO 1 1/2" DOUBLE WASHED STONE . INLET DEPTH 10 TOP & TOP & O WEOUAOUET (— " ) OUTLET DEPTH 14 SUBSOIL SUBSOIL LAKE � 36"N 134.5 36" 134 FOUNDATION---- 13' SEPTIC TANK 23' D' BOX 13' LEACHING LOCATION MAP (NOT TO SCALE) FACILITY MED SAND EXISTING Its 6.17' SOME SILT & WELL J29 �� 84" STONES BENCHMARK ��i CONCRETE BOUND 'S MED SAND ASSESSORS MAP 215 PARCEL F,� �� • ZONING DISTRICT: RF ELEV = 133.78' '� � 0�' SOME SILT & YARD SETBACKS: �� QP CLEAN MED. TH 2 AT EL, 124 SAND AND ROCKS FRONT = 30, PROP. WELL SIDE = 15 140' t TO ST REAR 15' I PLAN REF. — 527/84 208' FLOOD ZONE: C i i Lo UTILITY Z£t--- EXIST. SAS 156 124.5 156' 124 POLE NO WATER ENCOUNTERED NOTES: SEPTIC DESIGNS (cARaACE DlsPasFR Is NOT ALLOWED ) _1 . DATUM ,I., 4._ 1 E BASED ON BARNSTA91-E GIS _ - �� `� 66`• " 1jS men � { v ! L iv4': `*_ BLUI?OOMS ( " 't' GPD) _ `1`+0 GPD 2. MUNICIPAL WATER IS NQT _AVAILABLE USE A 440 GPD DESIGN FLOW _ _ �, � � •'•°- rc`�'�" 6' 3. MINIMUM PIPE PITCH TO BE 1/8 PER FOOT. SEPTIC TANK 4d0 GPD (?) = 880 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H— 10 5. PIPE JOINTS TO BE MADE WATERTIGHT. USE A 1500-- 6.GALLON SEPTIC TANK 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. PROP. LEACHING: ENVIRONMENTAL CODE TITLE V. DWELL. SIDES: 2(12.83 + 33.5) 2 (.74) = 137 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE TF = T 38.0' DECK LOT 10 USED FOR LOT LINE STAKING. 43,579 SFt - BOTTOM: 12.83 x 33.5 (.74) = 31$ 8. PIPE .FOR SEPTIC SYSTEM TO SCH. 40-4-" PVC. TOTAL: 615 S.F. 455 GPD 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED �. 9 DECK USE 3 H- 10 500 GAL.LEACHING CHAMBERS (ACME FROM BOARD OF HEALTH. OR EQUAL) WITH 4' STONE ALL AROUND 10, CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE PTTH1 LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR jQ TO COMMENCEMENT OF WORK. mF , PT LEGEND rr \ ` JL A 01 13 100.0 PROPOSED SPOT ELEVATION OF o �\ �\ 137 TH2 ( F� LOT 10 OAK STREET o '`° fc� 100x0 EXISTING SPOT ELEVATION IN THE TOWN OF: 10o PROPOSED CONTOUR (WEST) BARNSTABLE 100 EXISTING CONTOUR PREPARED FOR: MARKWOOD CORPORATION ti3 VACANT � b1t e Neait Asan "- 0 30wno �le 0 60 90To cal � 134 95 APPROVED DATE MA SCALE: 1" = 30, DATE: JUNE 23, 2000 _.—_- - -- -- -------�--"`- � REV. 7/12/00 (4 BR) - REV. 7/17/00 (MOVE SAS) off 508-362-4541 �S0. + fax 50B 362-9880 NOTE: IF RESERVE UTILIZED, H-20 COMPONENTS I Ali or REQUIRED tµ Of M clown cape e engineering, Inc. � Aft"ff. �� o� ' ARNE CI,�u H.A J CIVIL ENGINEERS Noe y 8 No. L EXISTING LAND SURVEYORS WELL 71 a 7 99— 161 93 min st. yarmouth, ma 02675 — �' ARNE H. OJALA, P.L.S. DATE r+'�'±rk~,ti.•{. � a. �.: .. - .. �r.:'*�• ' 4'.a^W� '+?-"*tit . i. .... ... .__-_ __ _"_ -:-_^'._^^^"'...-..-_ - _ _