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HomeMy WebLinkAbout0022 ABEGALE SNOW ROAD - Health 22 Snow Road- W. Barnstablei� - -— - - - - -- - A = 089. 011 -_V 9 h C r` a NO. �U�—OF/f---- Fee------ �� BOARD OF HEALTH TOWN OF BARNSTABLE Apprication,forlVerr Cootruction Permit 14-p'lication is hereby made for a permit to Construct Alter ( ), or Repair ( )an indiv'dUal Well at: Location — Address Assessors Map and P ----_— Owner — -- ------- Address Installer Driller— Driller ^— Address Type of Building Dwelling = °``� e --- ---—------ Other - Type of Building-- ------ No. of Persons--------------_______ - Type of Well '9 P A0 C - YP ------ Capacity_.------------------- Purpose of Well- -�^—$� �-1—'" � 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 Cert' ica Af Compliance has been issued by the Board of Health. Signed — t �date Application Approved By ---- d Z - 0/-- date Application Disapproved for the following reasons: - _ --_----_—_------------ date Permit No. — Issued — -------------- ---------- date BOARD OF HEALTH TOWN OF BARNSTABLE Certifirate ®f Compliance THIS IS TO CERTIFY, That the Individual Well Constructed ( ✓j Altered ( ), or Repaired ( ) sc/ by—_ ww_. —_____---- --------___-- ---------------- , Installer —�--- ----- at— to T— S. Cc Po l tlzd ----- 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.C-- —?rDated THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE-- - Inspector------------------- ------ .ti �• No Fee—----- -��-- ----r- t` } BOARDOF HEALTH TOWN OF .BARNSTABLE 0(pprication1brVeii Con!6tructionpermit 4�lication is hereby made for a permit to Construct (✓), Alter ( ), or Repair ( )an indiv,}'dual Well at: dry . c� ►�e. 1--- /_d _ o ! Location — Address Assessors Map— and PWel Owner — ----- Address — — Installer — Driller -- -- Address !'fiy Type of Building Dwelling ..t Other - Type of Building--- ------ No. of Persons--------- ------- Type of Well t/ J /�� Purpose of Well�-1? r �t ---- — Agreement: r`Y 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 Certifica .of Compliance has been issued by the Board of Health. Signed s /) date Application Approved By date Application Disapproved for the following reasons: ----- -- - ---- _---------- date Permit No. -- Issued ----- ----- -------- — date { v BOARD OF HEALTH TOWN OF BARN STAB LE } Certificate (Of Compliance THIS IS TO CERTIFY, That the Individual Well Constructed Altered ( ), or Repaired ( ) Installer at— 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.WZO—-=Z Dated y'L 0 -O , THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. r DATE---- - — Inspector--_----------______ --_—_--- BOARD OF HEALTH 6 8-9- 66i--a67 TOWN OF BARNSTABLE Ivell Con5tructionpermit No. --- Fee--y- • --- i% �r Permission is hereby granted to Construct ('�), Alter ( ), or Repair ( ) an Individual Well at: i No. L o o a./P o w 1?,i ------------------------------------ Street � as shown on the application for a Well Construction Permit -� 0 No._ (A., ?.are O — Dated y � --- --------------------- ---------------.------ DATE Y �/ Board df Health i ti 0 ors CERTIFICATE OF ANALYSIS Page: 1 Barnstable County Health Laboratory Report Dated: 3/15/2006 Report Prepared For: Order No.: G0634685 Betty A. Shea 22 Abegale Snow Road W Barnstable, MA 02668 Laboratory lD#: 0634685-01 Description: Water-Drinking Water Sample#: 34685 Sampling Location ZAgaeSnw Rd- .W.Barnstable,MA Collected: 3/5/2006 Collected by: B.Shea Received: 3/6/2006 Test Parameters ITEM RESULT UNITS RL MCL Method# Tested LAB: Metals Calcium 4.4 mg/L 0.1 SM3111B 3/15/2006 Magnesium 3.0 mg/L 0.1 SM 3111B 3/15/2006 Routine ITEM RESULT UNITS RL MCL Method 9 , , Tested LAB: Inorganics e Nitrate as Nitrogen 5.4 mg/L 0.10 10 EPA 300.0 '3/6/2006- . LAB: Metals Copper 0.17 mg/L 0.10 1.3 SM 311113 3/6/2006 Iron 0.10 mg/L 0.10 0.3 SM 3111 B 3/6/2006 Sodium 13 mg/L 1.0 20 SM 311113 3/6/2006 LAB: Microbiology , Total Coliform Absent P/A 0 0 309 3/6/2006 LAB: Physical Chemistry Conductance 100 umohs/cm 2.0 EPA 120.1 3/6/2006 pH 6.4 pH-units 0 EPA 150.1 3/6/2006 Water ter ample meets-the recommended limits for dri k g water of all the above tested parameters. Approved By:_ _ J b Directoi)' C. w _ -'yj ._�. RL = Reportinb Limit ts7 i Un MCL=Maximum Contaminant Levelp Superior Court House, PO. Box 427, Barnstable, MA 02630 Ph: 508-375-6605 " c s —Cu TO OF BARNS TABLE C.O. 101201 0 ,�� /�jV� LOCATION 22 t ,3 SEWAGE #�01-3� VILLAGE rn ASSESSOR'S "I &Ili OT � INSTALLER'S.NAME&PHONE NO.K 10CLUM W C-Hl t 5©ib• 833�$��{ SEPTIC TANK CAPACITY ocl�03 YZ LEACHING FACILITY: (type) (size) /2 NO. OF BEDROOMS ��\ BUILDER OR OWNER +I� )r f-D PERMIT DATE: l(1—I Z^ L) 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 Facihty (If any wetlands exist within 300 feet of leaching facility) Feet Furnished by �� aro o� No. � z Fee / ' THE COMMONWEALTH OF MASSACHUSETTS, Entered in computer: Y PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS �i pplication for Miopaar 4pgtem Construction Permit Lgpphcation for a Permit to Co sit )Repair( )Upgrade( )Abandon( ) ❑Complete System O Individual Components Locatio Add s of No. s 1. Gz� Owner's Name,Addre Sd Thl • o. Assessor's Map/Parcel M�P /Puy, �Y� Ua,- .0 /!v o1O Cal /! nr; I-M Inst is N Add ss,and TeV10. Designer's N e,Add Ws and Tel.No. . 76W. Pf-V 0* I &X 6af F'�,,O� (-fI� UaGy� Type of Building: Dwelling No.of Bedrooms 14 Lot Size sq.ft. Garbage Grinder(kp Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow HyU gallons per day. Calculated daily flow �� gallons. Plan Date *q pNpumbe of s eet evision Date Title t$ ic V• 4, TIm erog,74 Size of Septic Tank /SZC> Type of S.A.S. w Gr! Description of Soil LC C_ Go 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 proAissuedthi f the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has beoard of Health.Signe Date Application Approved by 1464— Date (9 —<Z—0 Application Disapproved for the following reasolfs Permit No. Date Issued 6 —/Z " c? NO. —X.6 Fee!! 6 66, i • I_ r THE COMMONWEALTH..,OF MASSACHU%MS ,+ Enured in computer. EALT-,H-.DIVISIC -TOWN;OF${-�BA�RNSTABLE., MASSACHUSETTS V _ 2pplication for �Xgpo.,g•al 60!5tem Congtru>ction Permit 1 1 %ft V`Application for a Permit to Cons�jc (,%)Repair( )Upgrade( )Abandon( ) El Complete System ❑In Components / 02 � ' f')!O Owner's Name,Addre and T o. ,/7 7,�= V2'-7 r�• Locatio�,Address o of No. p � cu c,. sg L�1.�1 , Assessor's Map/Parcel 1119 Pt14 10 ,11 b Instal rs Na �Add ss,and Tel.No. n ����� Designer's.Name,Addr s and Tel.No. 3� - CV67S Type of Building: - Dwelling No.of Bedrooms J Lot Size �� ys�/ sq.ft. Garbage Grinder(tN Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow --".gallons per day. Calculated daily flow Wo gallons. Plan Date J[1'`/-vI Numb umb_�e�j of s Fet !�r / vision Date Title TT� �` �� [. t,, bt'-�YKtr c 17tc� �Rd. d✓• .X<!�5 ��v Tin C[��!/� /E//� t fr2l' Size of Septic Tank _ T-yp of S.A.S. �1_1_ /17 s Description of Soil �G L- (. Nature of Repairs or Alterations(Answer when applicable) Date last inspeeted: 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 Ti le 5 o the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued this oazd of Health. Signed n Date / G� Application Approved by Date G `(Z- C/ Application Disapproved for the following reaso s Permit No. ` 3G Date Issued 6 -/2 U THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed( )Repaired( )Upgraded( ) Abandoned( )by at L 0 has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. �/'3 66 dated c� 2 G Installer Designer The issuance,of this permit shall not be construed as a guarantee that the system will function as'designed. Date `� 2 71;)7, Inspector V/>>�,0 2'.: ,._) S No. ��QI� 710 �--------��/-/(---------------Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS ;Migpogal 6p :tem Congtruction Permit Permission is hereby granted to Construct Repair( r)Upgrade Abandon( ) System located at f l !=y .�. ' - -� � `. ��✓R and as described in the above Application for Dic•posal 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 thi t / Date: (0 �y G/ Approved by t ENVIROTECHLABORATORIES,INC. MA CERT.NO.:M-MA 063 ' n 449 Rte.130 Sandwich, MA 02563 508(888-6460) 1-800-339-6460 ` FAX(508)888-6446 CLIENT: Markwood Corporation LOCATION: Lot 5 ADDRESS: 110 Breeds Hill Rd., Unit 10 Abigale Snow Rd. Hyannis, MA 02601 W. Barnstable, MA COLLECTED BY: DA Scannell SAMPLE DATE: 5/23/2001 SAMPLE TIME: 3:OOPM WATER SAMPLE TYPE: New Well DATE RECEIVED: 5/23/2001 LAB I.D. #: 0105528 WELL SPECS.: 134' RESULTS OF ANALYSIS: Parameters Units Recommended Results Method Date Analyzed Limits Coliform bacteria /100ml 0 0 9222 B 5/23/2001 pH pH units 6.5-8.5 6.37 4500 H+ 5/23/2001 Conductance umhos/cm 500 86 120.1 5/23/2001 Nitrate-N mg/L 10.0 < 0.005 300.0 5/23/2001 Nitrite-N mg/L 1.00 < 0.003 300.0 5/23/2001 Sodium mg/L 28.0 7.6 200.7 5/24/2001 Iron mg/L 0.3 < 0.1 200.7 5/24/2001 Manganese mg/L 0.05 0.009 200.7 5/24/2001 Volatile Organics ug/L See Report Chloroform ug/1 100 17 EPA 524.2 5/31/01 Trichloroethene ug/I 5 1.5 EPA 524.2 5131/01 Dichlorodifluoromethane ug/l NA 1.9 EPA 524.2 5/31/01 Trichlorofluoromethane ug/1 NA 1.2 EPA 524.2 5/31/01 COMMENTS: pH is below recommended limit and may have corrosive characteristics. WATER MEETS EPA STANDARDS AND IS SUITABLE FOR DRINKING PURPOSES FOR PARAMETERS TESTED. <=less than Date 6 a( >=greater than R nald J. Varl TNTC=too numerous to count Laboratory Director F r Page 8, of 13 R.I. Analytical Laboratories•, Inc. CERTIFICATE OF ANALYSIS Envirotech Laboratories, Inc. Date Received: 5/24/01 Approved by.- Work Order# 0105-05888 R.I. 7 alytical c Sample#: 004 SAMPLE DESCRIPTION: 0105528 6 ABIGAIL GRAB 05/23/01 @1330 SAMPLE DET. ANALYZED PARAMETER RESULTS LIMIT UNITS METHOD DATE/TIME ANALYST Volatile Organic Compounds Bromodichloromethane <0.5 0.5 ug/l EPA 524.2 5131/01 14:10 JL Bromoform <0.5 0.5 ug/I EPA 524.2 5/31/01 14:10 JL Dibromochloromethane <0.5 0.5 ug/I EPA 524.2 5/31/01 14:10 JL Chloroform 17 0.5 ug/I EPA 524.2 5/31/01 14:10 JL 1,2-Dibromoethane(EDB) <0.5 0.5 ug/l EPA 524.2 5/31/01 14:10 JL Benzene <0.5 0.5 ug/I EPA 524.2 5/31/01 14:10 JL Carbon Tetrachloride <0.5 0.5 ug/l EPA 524.2 5/31/01 14:10 JL 1,2-Dichloroethane <0.5 0.5 ug/I EPA 524.2 5/31/01 14:10 JL Trichloroethene 1.5 0.5 ug/l EPA 524.2 5/31/01 14:10 JL 1,4-Dichlorobenzene <0.5 0.5 ug/l EPA 524.2 5/31/01 14:10 JL 1,1-Dichloroethane <0.5 0.5 ug/I EPA 524.2 5/31/01 14:10 JL 1,1,1-Trichloroethane <0.5 0.5 ug/l EPA 524.2 5/31/01 14:10 JL Vinyl Chloride <0.5 0.5 ug/l EPA 524.2 5/31/01 14:10 JL Bromobenzene <0.5 0.5 ug/l EPA 524.2 5/31/01 14:10 JL Bromomethane <0.5 0.5 ug/1 EPA 524.2 5/31/01 14:10 JL Chlorobenzene <0.5 0.5 ug/l EPA 524.2 5/31/01 14:10 JL Chloroethane <0.5 0.5 ug/I EPA 524.2 5/31/01 14:10 JL Chloromethane <0.5 0.5 ug/l EPA 524.2 5/31/01 14:10 JL 2-Chlorotoluene <0.5 0.5 ug/I EPA 524.2 5/31/01 14:10 JL 4-Cblorptoluene <0.5 0.5 ug/1 EPA 524.2 5/31/01 14:10 JL Dibromomethane <0.5 0.5 ug/l EPA 524.2 5/31/01 14:10 JL 1,3-Dichlorobenzene <0.5 0.5 ug/I EPA 524.2 5/31/01 14:10 JL 1,2-Dichlorobenzene <0.5 0.5 ug/I EPA 524.2 5/31/01 14:10 JL trans-1,2-Dichloroethene <0.5 0.5 ug/I EPA 524.2 5/31/01 14:10 JL cis-1,2-Dichloroethene <0.5 0.5 ug/I EPA 524.2 5/31/01 14:10 JL Methylene Chloride <0.5 0.5 ug/I EPA 524.2 5/31/01 14:10 JL 1,1-Dichloroethene <0.5 0.5 ug/I EPA 524.2 5/31/01 14:10 JL 1,1-Dichloropropene <0.5 0.5 ug/I EPA 524.2 5/31/01 14:10 JL 1,2-Dichloropropane <0.5 0.5 ug/I EPA 524.2 5/31/01 14:10 JL 1,3-Dichloropropane <0.5 0.5 ug/l EPA 524.2 5/31/01 14:10 JL cis-1,3-Dichloropropene <0.5 0.5 ug/l EPA 524.2 5/31/01 14:10 JL tran-1,3-Dichloropropene <0.5 0.5 ug/1 EPA 524.2 5/31/01 14:10 JL 2,2-Dichloropropane <0.5 0.5 ug/I EPA 524.2 5/31/01 14:10 JL Ethylbenzene <0.5 0.5 ug/l EPA 524.2 5/31/01 14:10 JL Styrene <0.5 0.5 ug/l EPA 524.2 5/31/01 14:10 JL 1,1,2-Trichloroethane <0.5 0.5 ug/1 EPA 524.2 5/31/01 14:10 JL 1,1,1,2-Tetrachloroethane <0.5 0.5 ug/l EPA 524.2 5/31/01 14:10 JL 1,1,2,2-Tetrachloroethane <0.5 0.5 ug/I EPA 524.2 5/31/01 14:10 JL r A Page 9' of 13 R.I. Analytical Laboratories, Inc. CERTIFICATE OF ANALYSIS Envirotech Laboratories, Inc. Date Received: 5/24/01 Approved by. Work Order# 0105-05888 R.I. Analytical Sample#: 004 0105528 6 ABIGAIL GRAB 05/23/01 @1330 SAMPLE DET. ANALYZED PARAMETER RESULTS LIMIT UNITS METHOD DATE/TIME ANALYST i Tetrachloroethene <0.5 0.5 ug/t EPA 524.2 5/31/01 14:10 JL 1,2,3-Trichloropropane <0.5 0.5 ug/l EPA 524.2 5/31/01 14:10 JL Toluene <0.5 0.5 ug/l EPA 524.2 5/31/01 14:10 JL Xylenes <0.5 0.5 ug/l EPA 524.2 5/31/01 14:10 JL 1,2-Dibromo-3-Chloropropane <0.5 0.5 ug/l EPA 524.2 5/31/01 14:10 JL Bromochloromethane <0.5 0.5 ug/I EPA 524.2 5/31/01 14:10 JL n-Butylbenzene <0.5 0.5 ug/l EPA 524.2 5/31/01 14:10 JL Dichlorodifluoromethane 1.9 0.5 ug/l EPA 524.2 5/31/01 14:10 JL Trichlorofluoromethane 1.2 0.5 ug/l EPA 524.2 5/31/01 14:10 JL Hexachlorobutadiene <0.5 0.5 ug/1 EPA 524.2 5/31/01 14:10 JL Isopropylbenzene <0.5 0.5 ug/1 EPA 524.2 5/31/01 14:10 JL p-Isopropyltoluene <0.5 0.5 ug/l EPA 524.2 5/31/01 14:10 JL Naphthalene <0.5 0.5 ug/l EPA 524.2 5/31/01 14:10 JL n-Propylbenzene <0.5 0.5 ug/I EPA 524.2 5/31/01 14:10 JL sec-Butylbenzene <0.5 0.5 ug/I EPA 524.2 5/31/01 14:10 JL tert-Butylbenzene <0.5 0.5 ug/l EPA 524.2 5/31/01 14:10 JL 1,2,3-Trichlorobenzene <0.5 0.5 ug/1 EPA 524.2 5/31/01 14:10 JL 1,2,4-Trichlorobenzene <0.5 0.5 ug/l EPA 524.2 5/31/01 14:10 JL 1,2,4-Trimethylbenzene <0.5 0.5 ug/l EPA 524.2 5/31/01 14:10 JL 1,3,5-Trimethylbenzene <0.5 0.5 ug/I EPA 524.2 5/31/01 14:10 JL Methyl Tertiary Butyl Ether <1 1 ug/l EPA 524.2 5/31/01 14:10 JL n-Hexane <10 10 ugh EPA 524.2 5/31/01 14:10 JL SURROGATES RANGE EPA 524.2 5/31/01 14:10 JL 4-Bromofluorobenzene 103 80-120% EPA 524.2 5/31/01 14:10 JL 1,2-Dichlorobenzene-d4 112 80-120% EPA 524.2 5/31/01 14:10 JL Volatile organic analyses performed under the operating guidelines method 524.2. j TO OF 13ARNSTABLE ,hG LOCATION I VU SEWAGE # Ut tf1Y� $� 0 l VILLAGE rn ASSESSOR'S AAP & LOT INSTALLER'S NAME&PHONE NOT ` - t ra kn 5 civ SEPTIC TANK CAPACITY. 1t5 Y1 LEACHING FACILITY: .(type) (size) NO. OF BEDROOMS BUILDER OR OWNER_ � L r PERMITDATE: l +tz— n COMPLIANCE DATE: 3'�7 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 4")Jt Snob/ C. z ��� ° a� L i i S.j.: I '._,._.____t 3 i N © D U � I i y � , .a - • � 1� Gil I® � f � .. .'i r � zD ro�r�r'zuirvcxs �I .... ,.. - c .;..:. -a `1 it �p 0. 5 ,.I I — Jv- �. 1 A I � 1 , 1 i <::; .... � ` �,- -:.. -.tea,• .. y ll / � . _ s=z> -- • P. ..:: Id_ _. .. .I s �- •i". J. i i Z. 508.428.6191 . :: �s I �evl r I r{ I IT I i n @UStOm _ t des igns copyright m 2002 All Rights Reserved r '/ / t o A 4'. Preliminary plans and layouts by DC Dare lot the use of their customers only.Any other use is slnctly Prohi bite t 3 , b t Al t 0tS Y- � 3✓Y It �; SQL• - ... � r � 7�; 'rt�^ �. - . s � z � I f ! • ff x �•-.-.stets ._S, ::�,A. '� t � ' � ' �` IIIo 3 i i � i I 0 n , c - 0 c k � •o - o D �� N M fP m 1 --- -. LEGEND ASSESSORS MAP: 88 PARCELS: 1 & 2 ~L E� PROPOSED WATER WELL ZONING DISTRICT: RIF �r ¢ -16-- EXISTING CONTOUR MINIMUM YARD SETBACKS:* c °M- X 16 EXISTING SPOT GRADE FRONT = 30; SITE Locus B►GALE R --16-- PROPOSED CONTOUR REAR = 15' r show RD 1 SOIL TEST HOLE SEE TEST HOLE LOG(S) FLOOD ZONE:'', "C" BARNSTABLE UTILITY PALE COMMUNITY PANEL 25001 0001 D JIULY 2, 1992 F� O CATCH BASIN GROUNDWATER OVERLAY: DISTRICT: AP NOT ALL SYMBOLS MAY APPEAR IN DRAWING PLAN REF: BOOK 558 PAGE 13 LOCUS MAPPLAN REF: BOOK 556 PAGE 38 SCALE: Nrs *VERIFY WITH;; TOWN OFFICIALS o M- • ACCESS COVER (WATERTIGHT) TO 1 41 RE \ / s� ACCESS COVER TO WITHIN 6" OF FIN. GRADE " ` TOP OF FNDN AT EL. 130.0' WITHIN 6 OF FIN, GRADE o 'I GROUND SURFACE AT EL. 128.0't GROUND SURFACE AT EL. 122.0't GROUND SURFACE AT EL. 122.0't MINIMUM .75' OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM O O i t RUN PIP L L " FOR FIRS 2�E 2 DOUBLE WASHED PEASTONE _-.. PROPOSED 1,500 120.0' 127.0 GALLON SEPTIC 75 �` Q N'b Q � r 126.0 TANK (H-10) 1 AS' I TEE pt p�'Op TO F �N� O 120.0' 119.5' Nk�_* ENDSS ® sIn oi � - 00BA L 1 20.1 7 14 Q O� DEPTH OF FLOW ��____ RUSHED TONE OR MECHANI'CA 2' O TEE SIZES: � 6 CS " / IN DEPTH -r10" MIN BELOW FLOW LINE COMPACTION. (15.221 2]) (1) OW F �GH C � CITY IN ATO� ,® Q�O� `_ N FLOW LINE �o$g %21 14 Ns o 1 17.5' WI H 3. 0 STONE 7� THE\StDJrS, 2 /T T 13 OUTLETDEPTH 14 MI BELOW1 AN 14" BENEATH `� / (MIN 2% SLOPE) MIN 1% SLOPE MIN 1% SLOPE) 3/�" TO 1 1/2" DOUBLE WASHED STONE ( ) ( / 9' FOUNDATION 13' SEPTIC TANK 36' D' BOX 5' LEACHING FACILITY 13.0' r � BOTTOM OF TEST HOLE AT EL. 104.5 (LOT 2 SYSTEM PROFILE H 1 , ;y (NOT TO SCALE) r �s M D a 41) °� ® TH2 �`° �• � ,r TH1 TH2 DATE: APRIL 6, 2001 A� N DEPTH IN, ELEVATION FT. DEPTH IN.) ELEVATION (FT.) ENGINEER: ARNE H. OJALA, PE, PLS ( n " RI" T WITNESS: GLEN HAR NG ON IRS � E L , 1 8./'� N 0 2 0 S •r 0 126.0 -ter _ 0 0 EXCAVATOR: BORTOLOTTI ORGANIC ORGANIC 3 " f, I 2 2 I ll r � SOIL CLASS: 1 , LOAMY SAND LOAMY SAND CD -_ _ 7.5Y , 2.5 3 _ � < 7.5 R 2.5 3. - Fr Pr, AT �5 MiN il\_., , ROP ED l,5 C G 1._LC� `�.r - -�-. ___ _� .._ .. �' TOP" PERC: 4.2 00 E / _PPP�t AN.} EN ER E P M N MED SAND EE� .) I L; 4, k � ED SAD -- - -- r r J �' O „ ' 7.5YR`5 2 " 7.5YR 5 2 O O e B AMY AN LOAMY N Q. LO SAND LO SAND Oa 10YR - - 1OYR 5 8 " 5 8 " 22 / 124.17' 20 / 126.33' A LOAMY SAND LOAMY SAND " 2.5 Y 6/4 " 2.5 Y 6/4 N �--` M A 1 84 84 SH T FF C2 C2 \` r, MED/COARSE SAND MED/COARSE SAND R i H C A ITY IN ILT TORS ti� LOT 5 ( 45,954 SF� �\ " 5Y $ 1 114 138" 5Y 8 1 116.5' 5 F ST T H IDES, A E I l 1.05 ACREt _ 144 NO WATER FOUND NO WATER FOUND AN 14 B N AT �o o NOTES: o PROPOSED / TEST HOLE LOGS 1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON WELL // (NOT To SCALE) THIS PLAN IS APPROXIMATE, PRIOR TO ANY EXCAVATION ON THIS - PR 0 Q L / ,�;- SITE, THE EXCAVATING CONTRACTOR SHALL MAKE THE REQUIRED 72 P C T C � PROP. DRIVEWAY EASEMENT /,/ v(1 ' / HOUR NOTIFICATION TO DIG SAFE (1-888-344-7233) AND ANY T OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE, OR EQUIPMENT LOT 4 1 ,� yi`9 - /�, IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS. 46,527 SF± a �' ' '� - SEPTIC SYSTEM DESIGN DATA MUNICIPAL WA I UNAVAILABLE,�' NIC PAL WATER S A �' 2 U E UN .CABLE. 1.07 ACREt � � � -`,f� I ROPOSED - �- ,✓%� _ `�� S PTI I P R I N T A W N ELL i j '; J E C DES GN: (GARBAGE DIS OSE 5 o ELo ED) 3. ALL SEPTIC WORK AND MATERIALS TO CONFORM TO 310 CMR ��j� 15.00 TITLE 5 AND BARNSTABLE HEALTH REGULATIONS, DESIGN FLOW: 4 BEDROOMS 110 GPD = ., ( - ) - 440 GPD 4. MINIMUM PIPE PITCH TO BE 1/8 PER FOOT. BENCHMARK" -'Jf / ` SEPTIC TANK: 440 GPD ( 2 ) 880 5. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H-10. / G ,�'= ;%may -___P�Of'OS_E9 6. PIPE JOINT TO BE MADE WATERTIGHT. CATCH BASIN USE A 1500 GALLON SEPTIC TANK S -�' ELEV - 122.80 TILITY ��;%' ---- ��i �'� '`` - _ LEACHING: 7• WATER TEST D-BOX FOR LEVELNESS. © ERA %'ems._._ - p$� _:_.._-� -- BOTTOM: 41.5 X 9.83 = 408 S.F. 8. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE rt E EC, ;C , "EATV SIDES: 2(41 .5 + 9.83) X 2 = 205 S.F. USED FOR LOT LINE STAKING. TOTAL: 613 S.F. X 0.74 LTAR = 454 GPD > 440 O.K. 9. PIPE FOR SEPTIC SYSTEM TO BE SCH. 40-4" PVC. 10. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT _______�?•'==-� � ='' \ USE 1 ROW OF 6 HIGH CAPACITY INFILTRATORS ( ) ( ) INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED WITH 3.5' OF STONE AT THE SIDES, 2' AT THE ENDS, FROM BOARD OF HEALTH. AND 14" BENEATH 11. NO VEHICLES OR CONSTRUCTION EQUIPMENT ALLOWED OVER PROPOSED SYSTEM. 12. VERTICAL DATUM APPROXIMATED FROM QUAD SITE PLAN SCALE: 1" - 30' TITLE 5 SITE PLAN � t},A L> off 508-362�-4541 OF fax 508 362-9880 LOT 5 - ABIGALE SNOW ROAD S3. 5 ,13 IN THE TOWN OF: ,. down cape engineeninq, Inc. WEST BARNSTABLE PREPARED FOR: IvI II! ENGINEERS C L� � G TIM PEARS ON/MARkW(�OD OF M OF Mqs LAND SURVEYORS ARN�H. �G ,` o� ARNE ��s � 30 0 30 60 90 i . . BOARD O� � A F HEALTH µ N gVIL 348 04 �-fc 939 main st. yarmouth; ma 02675 Q rst S 15 a40 w ._ Q DATE APPROVED DATE MA LA ° � SCALE: 1" = 30' DATE: APRIL 9, 2001 00- 109-LS LEGENDASSESSORS MAP: 88 PARCELS: 1 & 2 : ® PROPOSED WATER WELL ZONING DISTRICT: RF f - Qir i 1 6 - EXISTING CONTOUR MINIMUM YARD SETBACKS. c 0 otiy i I X 16 EXISTING SPOT GRADE E FRONT = 30� I R SITE LOCUS GAL SIDE = 15, show ao -16- PROPOSED CONTOUR REAR = 15 ` T H1 I .. SOIL TEST HOLE .. o SEE TEST HOLE LOG(S) FLOOD ZONE: C ' BARNSTABLE F F COMMUNITY PANEL 25001 0001 D UTILITY POLE I � .. JULY 2, 1992 F �o CATCH BASIN GROUNDWATER OVERLAY DISTRICT: AP PLAN REF: BOOK 558 PAGE 13 I NOT ALL SYMBOLS MAY APPEAR IN DRAWING PLAN REF: BOOK 556 =PAGE 38 - LOCUS MAP SCALE: NTS WITH ICI VERIFY I H TOWN TO OFFICIALS I { I t 1 Q 4 R 1 � E COVER (WATERTIGHT) T t- ACCESS CO E 0 1 6 F FIN. GRAD , 7g 1 ACCESS COVER TO WITHIN 0 E IT F FIN. I # 0 W WITHIN 6 0 N. 1 1 � TOP OF FNDN AT EL. 130.0 , 1 -- GROUND SURFACE AT EL. 128.0 t GROUND SURFACE AT EL. 122.0'f, GROUND SURFACE AT EL'. 122.0'f INI M MUM .7 V.i 5 OF COVER C E OVER � ER PRECAST 2% SLOPE REQUIRED OVER SYSTEM 1 12 1.. _ RUN PIPE LEVEL WASHED P A TONE 2 DOUBLE S ED E S rn FOR FIRST 2 1 , � PROPOSED 1500 1 1 120.0 L� 127.0 �.. . GALLON SEPTIC � 1 .75 2 126.0 FGA5 _ - IT EE N , TANK H 10 S I�KO Al o o L / IFL 000© 120.0 119 5 3.5 ® SIDES B AF E 0. 7 M 6 , 12 1 ' ® ENDS 1 2 2 E D i o0 000a ca000 00 DEPTH OF FLOW - 4 o STONE OR MECHANICAL a TEE SIZES: 6 CRUSHED 2 I I IN fZA � / - INLET DEPTH = 10" MIN BELOW FLOW LINE COMPACTION. (15.221 [2]) 14" o 1 OW F GH C C TY - IN N THE S 2 T 117.5 OUTLET DEPTH 14 MIN BELOW FLOW LINE I 0 STONE W H 3 , - 1 BEN ATH 3 4" TO 1 1 2" DOUBLE WASHED STONE A 4 E , N IN � P M 2a SLOPE)� ( ) MIN 1% SLOPE MIN 1% SLOPE)( ( I , / � .3 13 LEACHING 5 FOUNDATION SEPTIC 5 FACILITY DAT E TI 36 G C I U 10 C TANK D' X L TY I , N N BO , i i J i V + �a 90.40 BOTTOM F TEST H AT L. I ti BO 0 0 ES HOLE E I H1 SYSTEM PROFILE i r i (NOT TO SCALE ' D B TH2 I TH1 TH2 DATE: APRIL 6, 2001 DEPTH (IN.) ELEVATION (FT.) DEPTH (IN.), ELEVATION (FT.) ENGINEER: ARNE H. OJALA, PE, PLS , 1, - - -- '-- WITNESS: GLEN HARRIN T N IR S S a ,0 128.0 �126.0 - o 0 0 EXCAVATOR: BORTOLOTTI d S- I ORGANIC ORGANIC I -- I I f p // -�.�. ,; . . . LOAMY SANG LOAMY SAND SOIL CLASS. ROP ED ,5 0 G LLO / 7.5YR 2.5 3 7.5YR 2.5 3 N - Z / » / PERC RATE: <5 MIN /INCH EN ER E E TOP PERC: 42 EE TYP. M N� D D r1- co ( ) '� ED SAND E SAND _ 1 ° ti Q -� 8. 7.5YR 5/2 5. 7.5YR 5/2 i ` d Q a Ivl LOAMY � A N L y O LOAMY SAND SAND 6' YR I I N i OYR 5 8 0 5 8 co �O, ,yD, - ,� j 22 / 124.17' 20 126.33' M v ._ i Cl Cl ' _. ,, _ � LOAMY SAND �uH .., �?� N 2.5 Y 6/4 N 2.5 Y 6/4 N , 84 84 - _ _ MA \ SH T FF C2 C2 MED COARSE SAND MEED COARSE SAND I . 1 LOT 5 � / 5 s54 sF » _5Y 8 1 5Y 8 1 .05 RE x 144 114 13$ 116.5 � _ � NO WATER FOUND NO WATER FOUND 00 7 NOTES: { TEST HOLE LOGS t `L 1 . THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON / // (Nor.To SCALE) THIS PLAN IS APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS POP SED �' ✓' I / - SITE, THE EXCAVATING CONTRACTOR SHALL MAKE THE REQUIRED 72 ELL � S I 7 HOUR NOTIFICATION TO DIG SAFE (1 -888-344-7233) AND ANY o' O OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE, OR EQUIPMENT o � LO 4 �'' i IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS. 1652 t Q T D A SEPTIC SYSTEM DESIGN � . 7 C R I MUNICIPAL IPA/ 2 U C L WATER� O A ER S UNAVAILABLE, N ®� � -�' 1 SEPTIC DESIGN: (GARBAGE DISPOSER IS NOT ,ALLOWED) 3. ALL SEPTIC WORK AND MATERIALS TO CONFORM TO 310 CMR No ,/ ,, �6 - 15.00 TITLE 5 AND BARNSTABLE: HEALTH REGULATIONS. / DESIGN FLOW: 4 BEDROOMS 110 GPD = 440 GPD ,. ( ) �5�� � 4. MINIMUM PIPE PITCH TO BE 1/8 PER. FOOT. EN MvI A / G �' SEPTIC TANK: 44 P = 8P30 5. I A - I 0 GPD 2 DESIGN DIN FOR A LOADING 0 ALL PRECAST T T 1 E S UNITS S O B AASHO H 0 ' I ' ( ) N E AT H �/ /" ��'-� 6. PIPE JOINTS TO BE MADE WATERTIGHT. r USE A 1500 GALLON SEPTIC TANK n +TILITY .� LEACHING: 7. WATER TEST D-BOX FOR LEVELNE SS. ER', , �. _ 8. THIS PLAN IS FOR PROPOSED WORK ONLY AN NOT 0 E " 4 D T B �,..- � BOTTOM: 41 .5 X 9.83 - 08 S.F. i ATV _I C C .,E � .� � SIDES: 2(41 .5 + 9.83) X 2 - 205 S.F. USED FOR LOT LINE STAKING. 0 " ,= .- ;�_�' TOTAL: 613 S.F. X 0.74 LTAR = 454 GPD > 440 O.K. 9. PIPE FOR SEPTIC SYSTEM TO BE SCH. 40-4 PVC. , USE (1) ROW OF (6) HIGH CAPACITY INFILTRATORS 10. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT N Lr INSPECTION Y A 1 N O A I AT TH B BOARD OF HEALTH AND PERMISSION OBTAINED WITH F STONE T THE SIDES,S E EIND5 H35 O SOE E E 2 I , 2 FROM AR F HEALTH. I BO D 0 N � � AND 14 BENEATH 11 . NO VEHICLES EHIC ESYSTEM.00ONSTRUCTION EQUIPMENT ALLOWED OVER c , s , i 12, VERTICAL DATUM APPROXIMATED FROM QUAD ' ill k f SITE PLAN II _ o SCALE. 1 30 f IT- TITLE I 5 SITE PLAN - OF off 508 362 4541 fox sI 0 508 362-9880 LOT 5 ABI GALE SNOW ROA D I, N THE TOWN F: I I 0 I own a n in d cope e eerin Inc. p 9 g WEST BA , RNSTABLE PREPARED FOR: CI VIL N I L � G N EEF�S I, TI M PEARS ON MAR W K OOD 1N Of �� / t � A I J A I I o ARNE a. LAND D SURVEYORS J 19 w BOARD OF HEALTH 30 0 30 60 90 939 main st. armouth m 0.26 a a 02675 d Y ,o APPROVED DATE MA P. _ APRIL 9 2001 00- 1 O9-L5 ARNE E, PLS DATE SCALE. 1 30 DATE: j ' fI I , I I 'I _ --- - 1 I