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HomeMy WebLinkAbout0015 GALLAGHER LANE - Health 15 Gallagher Lane Marstons Mills -- - - - - - 012 006 001 �I YOU WISH TO OPEN A BUSINESS? For Your Information: Business certificates (cost$40.00 for 4 years). A business certificate ONLY REGISTERS YOUR NAME in town (which you must do by M.G.L. - it does not give you permission to operate.) You must first obtain the necessary signatures on this form at 200 Main St., Hyannis. Take the completed form to the Town Clerk's Office, 1 st FI., 367 Main St., Hyannis, MA 02601 (Town Hall) and get the Business Certificate that is required by-law. DATE: Fill in please: .� APPLICANT'S YOUR NAME/S: BUSINESS YOUR HOME ADDRESS: i 15- r lMti li< , MA „r TELEPHONE # Home Telephone Number .S`o5,�- NAME OF CORPORATION: NAME OF NEW BUSINESS Ob Tdc7 TYPE OF BUSINESS DJG0.k-io v\ eo o ci ' IS THIS A HOME OCCUPATION? YES NO ADDRESS OF BUSINESS I lr a' 1 LI'\ . iMa Met 04 16 MAP/PARCEL NUMBER 0+1 op GO t (Assessing) When starting a new business there are several things you must do in order to be in compliance with the rules and regulations of the Town of Barnstable. This form is intended to assist you in obtaining the information,you may need. You MUST GO TO 200 Main St. - (corner of Yarmouth Rd. & Main Street) to make sure you have the appropriate permits and licenses required to legally operate your business in this town. 1. BUILDING COMMISSIONER'S OFFICE This individual has been informed of any permit requirements that pertain to this type of business. Authorized Signature* COMMENTS: 2. BOARD OF HEALTH This individual has bee }i forv��f the permit.requirements that pertain to this type of business. Authorized Signature* COMMENTS: 3. CONSUMER AFFAIRS (LICENSING AUTHORITY) This individual.has been informed of the licensing requirements that pertain to this type of business. Authorized Signature* COMMENTS: TOWN OF BARNSTABLE LOCATIONI S GCA-. iV-,L • SEWAGE ?COS -2 - Z rn VILLAGE 1 ' ►0—rS I 0 S l S ASSESSOR'S MAP & LOT INSTAL LE . .R'S NAME&PHONE NOS r �08'• 033 . 4kg I SEPTIC TANK CAPAC �,7)on nn LEACHING FACIL=: (type) l ( 1 7 (siz -20 1 NO. OF BEDROOMS— BUILDER OR OWNER &S��JdjLjfj= r-,o PERMTTDATE: K —c�2 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 Ai — R s 4-3 2 I IA FRONr 3�, _ _ t .} t No. TF, r.MONWEALTH OF MASSACHUSETTS FEg,_ ! F'OARD OF HEALITH- 7;6cJ23 OF lr r �4413L APPLICATION FOR DISPOSAL SYSTEM CONSTRUCTION PERMIT Application for a Permit to Construct Repair ( ) Upgrade ( ) Abandon ( ) - ❑Complete System ❑Individual Components L cation er's me O r� / . ap/Par el IN Addre Loll Teleph _ z f G ✓G ��1< staller ame .�D gner's ame b- © Io - �. r fl l--, f /64 M•4v� Address elephone# / Telephone# Type of Building: / Lot Size 7 Sq.feet Dwelling—No.of Bedrooms Garbage Grinder- � Other—Type of Buililding No,of persons -- Showers-�- , Cafeteria Other fixtures 4ySC & Design Flow(min required) gpd Calculated design flown gpd Design flow provided gpd Plan: Date / Number of sheets — Revision Date �— Title / Description of Soil(s) Soil Evaluator Form No. Name of Soil Evaluator ex Date of Evaluation DESCRIPTION OF REPAIRS OR ALTERATIONS 2 ri The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 aiAfurther agrees not to place the systemin operation until a ferfificate of Compliance has been issued by the Board'of Health. Signed U I 1�� "101 (' Date FORM t - APPLICATION FOR DSCP DEP APPROVED FORM 5/96 ` No. a THE OMMONWEALTOF MASSA'CH'USETTS FEF r i�r�,, . s-� - + t w`B O AR D OV `H E A;�LT H cc r i f L O F ) //f APPLICATION FOR DISPOSAL SYSTEM CONSTRUCTION PERMIT Application for a Permit to Construct Repair ( ) Upgrade ( ) Abantion ( ) - [:]Complete System ❑Individual Components 26 A O ner's me 4KO ALMap/Parcel# Z'A Addre Lot# Teleph .. I l 6 �)//J'1 n��i ! C U mac. i//!' lnstallerr ame D gner's Dame (�b fob _ /l r ,�- �CGI�,�A 061 .� A s O y Address r ` { 'K elephone N i _ Telephone N Type of Building: 7 'i 4 /" (r Lot Size Sq.feet- Dwelling—No.of Bedrooms Garbage Grinder..(._...)...- ! { Other—Type of Building No.of persons _ -- Showers; Cafeteria t Other fixtures Design Flow(min required) 33o gpd Calculated design flow gpd Design flow provided gpd Plan: Date 1 D Number of sheets — Revision Date Title "' Description of Soil(s) 4 501 ZD it ram' Soil Evaluator Form No f Name of Soil Evaluator f Date of Evaluation / I DESCRIPTION OF REPAIRS OR ALTERATIONS L t,. v-Farl '?2 t r - V(W The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of N, TITLE 5 and further agrees not to place the system in operation until a Certificate of Compliance has been issued by the Board of Health. Signed _ 1 tP. lid. l l.� Date FORM 1 - APPLICATION FOR DSCP DEP APPROVED FORM 5/96 I n i No. dllb THE COMMONWEALTH OF MASSACHUSETTS FEE G41" ( ABOARD OF HEALTH CERTIFICATE OF COMPLIANCE Description of Work: ❑ Individual.Component(s) YComplete System. :. -The undersigned hereby ceitify that the Sewage Disposal System;Constructed( ),Repaired( ),Upgraded( ),Abandoned( ) - by: at 1 �a U 1/s�1 —� r AP- M rv" has been installed in accordance with the provisions of 310 CMR 15.00 (Title 5) and the approved design plans/as-built, I C1 plans relating to application No. uoG - dated k-.2�t=aS` Approved Design Flow '3 3U (gpd) Installer ,aG " 3 �Designer: `.\ h,v i +n InspectoC. Date V P The issuance of this certificate shall not be construed as a guarantee that the system will function as designed. FORM 3 - CERTIFICATE OF COMPLIANCE DEP APPROVED FORM 5/96 No. r2O� THE COMMONWEALTH OF MASSACHUSETTS FEE Is-d ^- P , r� rtP BOARD OF HEALTH DISPOSAL SYSTEM CONSTRUCTION PERMIT Permission is hereby granted to Construct Repair ( ) Upgrade ( ) Abandon ( ) an individual sewage disposal system at 66 4L ,r ) �, ✓t�r as described •r , in the application for Disposal Syst Construction Permit No. ?UO3 — dated—kJO S of r r Provided: Constructi n shall be completed within three years of the date of this'p rmit. local conditions must be met. Date Q a� �� Board of Health _ FORM 2 - DSCP DEP APPROVED FORM 5/96 ` FORM 1255 (REV 5/96) H&W HOBBS&WARREN'm PUBLISHERS- BOSTbN Iler I c �r E � �� �� ga Town,of Barnstable Regulatory Services Thomas F. Geiler,Director *AM g Public Health Division ram" Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-8624644 Fax: 508-790-6304 Installer&Designer Certification Form Date: fi Designer: Installer: �o4• r i1 Address: {�2 11a Address: P. JoIr -F- - Qi n Lf �. L775.. r 3`16�M4 On was issued a.permit to,install a- g-2SR (date)- (installer) i septic system atG based on a design drawn by (addr ss) dated Dc� (designer) XI 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 sep ' system)but in accordance with State &Local Regulations. Plan revision or certified -built by designer to follow. ' , G1�t}i QFf;'A DAVID s�C+ 4� C. y� THULIN m n No.29976 er's Signature) U 9� CIVIL esigner's Signature) (Affix Designer's Stamp Here) PLEASE RETURN TO BARNSTABLE.PUBLIC-liE 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/Desiper Certification Form FROM CLIFFORD , FAX NO: : 15683984248 Aug. 11 2005 07:18AN P4 ENWROTUCH LABORATORIES,INC. MA CER.T. NO.:M-MA 063 $Jan Scbasrisn Dr- Unit#12 Sand m h, MA 02563 (503)838490 1-800-339-6460 .F:AX(508)888-6446 CLIENT: Fred Clifford Well Drilling LOCATION: Lot 2 ADDRESS: PO Box 430 Gallagher Ln So Yarmouth MA Marstons'Mills MA COLLECTED BY. Fred Clifford Well Drilling SAMPLE DATE: 6/26/2005 SAMPLE TIME: N/A WATER SAMPLE TYPE. Existing Well DATE RECEIVED: 6/27/2005 LAB I.D. #: 0506696 WELL SPECS.: NIA RESULTS OF ANALYSIS: Parameters Units Recommended Results Method Date Analyzed Limits Coliform bacteria 1100ml 0 0 9222 B 6/27/2005 PH pH units 6.5-8.5 5.55 4500 H+ 6/27/2005 Conductance umhos/cm 500 121 120.1 6/27/2005 Nitrate-N mg/L 10.0 1.79 300.0 6/27/2005 Nitrite-N mg/L 1.00 <0.004 300.0 6/27/2005 Sodium mg/L 20.0 13.0 200.7 6/27/2005 Iron mg/L 0.3 0.1 2007 6/27/2005 .Manganese mg/L 0.05 0.073 200.7 6/27/2005 COMMENTS: Low pH indicates high corrosive characteristics. Manganese is not a health hazard. WATER MEETS EPA S i ANDARDS AND IS SUITABLE FOR DRINKING PURPOSES FOR PARAMETERS TESTED. <=Less than >=Greater than TNTC=Too numerous to count Date Rk4iald J. Siop Laboratory Vector FROM CLIFFORD FAX NO. : 15083984248 Mar. 27 2001 08:01AM P4 1l�V vtxU'11s'c,;F/LAllUXA'IYJRI.RS,tNG ` MA C T.NO.:At-MA 06J 09 AVE.IV S.ndwich; MA 02sO Sob(Sse-64) 1,ao "40 FAX(M)698~ CLIENT: Clifford Well Drilling LOCATION: 4er ADDRESS: PO Box 430 Lane S.Yarmouth,MA 02664 MarstOns Mills,MA COLLECTED BY. Clifford Well Drilling SAMPLE DATE: 3114/2001 SAMPLE 17ME: 8:30AM WATER SAMPLE TYPE: New Well DATE RECEIVED: 3/1 W001 "alp,#: 0103134 WELL SPECS.: NA RESULTS OFAnNALYsIS. Parameters Units Recommended Rasults Method Date Analnod Limbs ColHofm b&cteW s /100ml 0 0 92228 3/15/2001 PH pH units 6.5-8.5 5.58 4500 H+ 3/15/2001 Condwtmce umhos/cm 500 107 120.1 3/15/2001 Nibate-M mg/L 10.0 •1.59 300.0 3/15/2001 Nit SO-M mg/L 1.00 <0.003 300.0 3/15/2001 Sodium mg/L 28.0 11.6 200.7 3/16/2001 Iron mg/L 0.3 0.108 200.7 3/18/2001 tiaanganese mg/L 0.05 0.030 200.7 3/16/2001 Vbfaffle:OngaMcs MTBE ug/L 70.0 1.0 EPA 524.2 3/16/2001 COMMENTS: Low PH indicates high conrsive characteristics. WATER MEETS EPA STANDARDS AND IS SUITABLE FOR DRINKING PURPOSES FOR PARAMETERS TESTED. <=Iessthen Date 4� >-greater than Ro a/d J.S TNTC=too numerous to count Laboratory tor I FROM CLIFFORD FAX NO. 150B3984248 Mar. 27 2001 08:02AM P5 GROWOWATER ANALYTICAL EPA Method 524.2 Volatile Organics by GUMS Field ID: 0103134 Lot 2 Laboratory ID: 3962"2 F"ech Clifford/ -allagher QC Batch ID: VM5•1446-W Client; Envirvtec Sampled: 03,14.01 Container. 40 mL VOA Vial Received: 03.15.01 Preservation: HCI/Cool Analyzed: 03-16-01 Matriu Aqueous Dilution Factor: 1 Paw, 1 012 75-71-8 bichlorodifluoromethane .- _ BRL u 1. 0.5 74-87-3 Chloromeethanr. URL , it l. 0.5 75.01-4 Vinyl Chloride BRL •.. 5 74-83-9 Beomornethane - _.L .. ...- •-- --..• ._ .. BRL ug/L 0.5 75-00-3 Chloroethane BRL ug/L 0.5 75-69-4 Trichtorofluoromethane BRL ug/L 0.5-• 75-3S-4 1,1-DichD loroethene - EiliL u JL _0,5 _ ._. ..,._._ _. .. ... 75-09.2 Methylene Chl.or.ide-. BRL ug/L 0.5 i36-W5 vans-l,2-Dichloroetheno HRL ug/L 143411;:tI Methyl tert-but-` -..�'..Et rem t u L ...0.5. 75-34-3 1,1-Dichluroetlu�ne' BRL _ ug/L 0.5 590-20-7 2,2-Dichiornprop;+nP BRL Usk 0.5-' ISfr54.2 cis-1 2-Dichloroethene BRL __uItJL 0.5 74-97_5 Oron10ch101Ornethane 8RL 67-66-3 _ Chloroform ORL.. _- u 0.5 71-55-6 i 1,1,1-Trichloroethane _ BRL -ug/L 0.5 56-23-5 ! t ad3on Tetwhioride - BRL ug/L 0.5 563-58-6 1,14Oichlrarvprnprme BRL ug/L 0.5 71-43-2 Benzene _._-. BRL - USA:. 0.5 107-06-2 1,2-Dichloroethane BRL a 0.5 79-01-6 i Triehlomethene BRLsk 0.5 7"7-5 1,Z:Rghl5nvro ne BRL ug/L 0.5 _ 74-95-3_._..__. . Dibrumumethane ORL• _-_ ug/L 0.5 _ 75-27-4 Bromodlchloromethane OR L ug/L 015 10061-01-5 c&13-Diehloropropene BRL u 0.5 108.88.3 Toluene RRL _...• ug(L 0.5 10061.02-6 _ irsmr.1,3-Dichioropropene BRL _ u L 0.5 79-00.5 1,1,2-Trichloroethane - BRL ug/L 015 127-184 Tetrachloroethanet BRL ug/L A.5 142-29-9 1,3-Dir hirert�txuiwrte _ffRL u L_ +. 0.5 124-48.1 Dibromochlorornethane BRLY L 0.5 106-93.4 1 2-Dibromoethan¢ ~-�- _- ORL - __uU A.5 10&90-7 Chiorobenzene BRL - ug/L 0.5 630-20-6 _ 1,10,2-Tetrachlwoethanc i BRL ug/L 0.5 100-41-4 Ethylb�n�tene __....__... BRL ug/L 0 5•••_.. 108-38-3/106-42-3 meta-X lone and ara-X lene 6RL 1 u L 0.5 95-47-t' oitho-Xylene BRL ug1l. 0.5 100.42.5 Styrene BRL Usk 0.5 75.25 l Bromcriorm BRL__ uW(L.. . 0--5 96.82.0 1 lanpropyll►enxene.. 1lKL ug/L 0.5 108.66.1 BRL ug)L 0-5 79.34.5 1t1r2z2_Tetrachloroethane BRL- i ugIL 0.5- _ , Groundwater Analytical, InC., P.O.Box 1200,220 Main Street, Buzzards Bay,MA 02532 J f , FROM CLIFFORD FAX NO. 15083984249 Mar. 27 2001 08:02AM P6 QUNOWAM ANALYTICAL EPA Method 524.2 (Continued) Volatile Organics by GGMS Field ID: 010313 Lot 2 Laboratory ID: 39621.02 P►o)W: Clifford Ilagls QC Batch ID: VMS•1446•W Client; Envk0tee Sampled; 03.14-01 Container! 40 mL VOA Vial Received: 63-15-01 Preservation: MCI/Cool Analyzed: 03.16-01 Matrix: Aqueous Dilution Factor 1 Page: 2 of 2 GrtfbYer",��s�rc�.'...�•�J.. ,is=• _,._ •.r:.: =�'�.'- f� r. .li. '.,r. __ =� 96.10.4 1,2.3-Trichloroprepane `- _ ORL u L 0.5 103.65-1 n-Pro ylbenzene _" ORL _ u __.... l 0.5••-- 95-49-8 2-Chlorotoluene _ ORL 108-67-8 1,3,5-Trimethy benzene ! t2Rl u L 0.3 106.43.0 _ 4CJtturvWluynv RR1. u L 0.5 9 0_ 6• I mt.Bu Ibenzonc _ BRL ogle 0.5 9•r/,3-4 1,Z,4•Trimeth iben.cene ORL u L 4-g'_.._... 135.98.8 see-Butyl enzene SAI-73-1 _ 13-dichlorobenzerie SftL _ u L 0.3 99-87.6 4-lso ro Itpluenc _ _ ORL, uglL 05 .•1_D6�46•7 1,4-0Jc orobenzene ...__ RRI:..... •, _ u L 0.5 95-50-1 1,2.bichiorobenzenc BRL u L 0.5 _ 104-51.8 n-ButylllmronC 19612-8 7,2-DJbnyrt,t�3-chloropr_pane _— BKL_ ug/L 0,5 12("2.1 1t2,4•Tlichlorobenzene OR _uSn 0.5 87.68-3 - Mexachlo- utno�i adlene ORL _._' _. _.•. ---• .. .. ..... . .....: u L O.S. 91-20.3 Naphthalenes ORL uWt. 0.5 8_ 7-611-6_ 1,2�3-TrichlnreAwinsenn. __ ORL uttJt 0.S. .. .1 1,2-OIChIO nranetl,4 _ 97 % -130 4 QmmoflunrobenzenR 108 9L —__ 70-130'eiG Method Refemncev Mohods for the Determination of Organic C.nmpnunds In prinking Water,Supplement III,US FPA, PA.600IRA51111(1995). Method Kevisign 4.0. Analyte list m derived from 40 C.F.R. 141.40 and 40 CAIL 141.61,and additional anaMe M78E. Report Nutationst ORL indiratm concentration.if any,is beluw reporting 14mK for analyte. Reporting Ilmit is the lowest concentrafiun that can be reliably quantified under routing laboratory operating Conditions. Reporting limits am adjusted for sample dilution and sample si7s. Groundwater Analytical, Inc., P.O.Box 1200, 228 Mairs Street, Buzzrrrds Bay,MA 02532 I y� No.---------------- Fee-I BOARD OF HEALTH TOWN OF BARNSTABLE 2pplication,forIvell Con0ructionVermit App�Lication is hereby made for a permit to Construct (4-!, Alter ( ), or Repair ( )an individual Well at: -- Location — Address — — Assessors Map nd Parcel --- --- z* Owner Address --.�'-�-����°�-------_----__--- --------.zoo--�d�-4�.��------��_ �a ----- Installer — Driller Address Type of Building Dwelling— ' ----------- Other - Type of Building-=------------ No. of Persons------------------------------ Type of Well �zl- Agreement: Ca acit 10 �P Y------- �Purpose of Well- 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 unti Cert'ficWbomance has been issued by the Board of Health. Signed � — — _ o1.- �— date Application Approved B ' ` /T ��---- — date Application Disapproved for the following reasons: ------------ ------- -- date _ Permit No. — Issued-- ---- -- -- ----- _date BOARD OF HEALTH TOWN OF BARNSTABLE Certificate Of Compliance THIS IS O R dual Well ConstructedAltered ( ), or Repaired ( ) bY— --- --- ----- -- — - - ' Ins"Iler at- - ------------- has been installed in accordance with the rovisions of the Town of Barnstable Board of Health Private Well Protection Regulation as described in the application for Well Construction Permit No.AX-6 -Dated--------------- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. — —o DATE— � - — Inspector-------------__------- --------------- BOARD OF HEALTH TOWN OF BARNSTABLE lveif Con5truct ion Permit No. `� !� J Fee y Permission is hereby granted — - - - — -- -- -------- to Constru ( ,�1lte ), Rep it ( ) an�ndlividua] Well at: No. —' ` ` - - ------ ---- ------------------------------ Street as shown on the application for a Well Construction Permit No.- — Dated-----_-- --- --------------------- ----- ------------------------------ `� � Board of Health DATE — I r No. �t---v _ • Fee---------=---------- "�., BOARD OF HEALTH TOWN ` OF BARNSTABLE {� Zipplicat ion-for Vell Con5truct ion Permit App 'cation is hereby made for a permit to Construct ( 4I, Alter ( ), or Repair ( )an individual V ell at: Loca on — Address Assessors Map and Parcel 7gVGam/ f Owner Address �------- 1 �'�---- --------- — - o_d6x - '3d-- 5G- - Installer — Driller Address Type of Building _ Dwelling 3 - Other -Type of Building------------------- No. of Persons------------------- Type e of Well Capacity Ca acit - ` Purpose of Well_ 7 ' 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)�Certificat o m 'ante has been issued by the Board of Health. Signed �7T' _ _ of -�a�- O — date f Application Approved By ------- �Z - -`�'--- date Application Disapproved for the following reasons: - — — —_------------------ date Permit No. -- -- Issued----------------------____--__--------- date BOARD OF HEALTH TOWN OF BARNSTABLE C ertif irate ®f Compliance - THIS IS O/'ER n�tdual Well Constructed (�',�Altered ( ), or Repaired ( ) by— ( — Ins ller --— — ——— -- — — at--- � �� ----------- -- -__ _-___-- ------ has been installed in accordance with the 1 rovisions of the Town of Barnstable Board of Health Private Well Protection Regulation as described in the application for Well Construction Permit No. AuLk-baDated---- --- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE--�' Gr - Inspector—__—- - ----- —----- BOARD OF HEALTH TOWN OF BARNSTABLE Vell Congtruct ion Permit No. V v �'V Fee A _— Permission is hereby granted -------to Construcx,( 1terGQ( ), r;-ep it ( ) a�Individual Well at: No Street as shown on the application for a Well Construction Permit No.- — Dated-- ---- ---- ----------------------- Board of Health DATE-, � j,,u��.1�^�;'�. ,{Ay.u.i✓..'4.. c„fie k Town of Barnstable P# Department of Health,Safety,and Environmental Services THE ' Public Health Division Date o: 367 Main Street,Hyannis MA 02601 ewrwsrears, '°lfol,at� Date Scheduled 01 Time (7 Fee Pd. Soil Suitability Assessment for Sewage Disposal Performed By: ��QJ 60— �O W 0 L.h`C..u6t ( ' Witnessed By: ...... .;:. . LOCATION & OENERAL:INFORMATION.. . ..... _ rw� Locatio Ad/dress /' ,may// LA A Owner's Name 70T ���" `-�` �—A Address Assessor's Map/Parcel:A4J y e I ale— Engineer's Name NEW CONSTRUCTION REPAIR Telephone# Land Use /(ter e ,rtG[// Slopes(%) 10 Surface Stones /(/O A/IP— Distances from: Open Water Body ft Possible Wet Area 1110AJ& Drinking Water Well 170 f R )orU1 I Drainz.ge Way ft Property Line ft Other ft SKETCH: (Street name,dimensions of lot,exact locations of test holes&pert tests,locate wetlands in proximity to holes) Y /V - 4 Parent material(geologic) (, PU Depth to Bedrock06 Depth to Groundwater: Standing Water in Hole:_A/f;tf�, Weeping from Pit Face Ale Al, L Estimated Seasonal High Groundwater NiK� .. ....... . bTNATION,�'OlZ SASfJNAt HtOI 'VYA`> 2 TA13T ...:.. ...... Method Used. s Depth Observed standing in obs.hole: in. Depth to soil mottles: in. Depth to weeping from side of obs.hole: in. , Groundwater Adjustment ft. Index Well#__.._.._. .Rnidine Date: Index Well level . Adj.factor Adj.Groundwater Level ::::: PERCOLATION TEST— Date-- T�.me}�+> � Observation 142.1 Hole# Time at 9" Depth of Perc _ �� Time at 6" Start Pre-soak Time @ 0" Time(9"-6") End Pre-soak Rate Min./inch /M rN ) i Site Suitability Assessment: Site Passed _ Site Failed: Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data To Be Completed on Back j Copy: Applicant . DEEP OB....... ON HOL E LOG I3oIe#_ Depth from Soil Horizon Soil T ire Soil C r Soil Other Surface On.) DA) ( sell Mottling (Structure,Stones,BOulderes. Consistency.%Gravel 0 3 po`11L-Z/ L104#9 R 6 L. 5A'AJO 12-194 7/ c DEIEP OBSERVATION HOLE LQG Hole#; ._ . Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Con istenc %Gravel �0yny� 3-Ito � Z,SyR' �," �V t 7 1 DEEP OBSERVATION HOLE LOG Hai.e� Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Consistency,%Gravel DEE OaBSERVA.TION HOLE LOG Hot: y, ... .... _. , . . Depth from Soil Honzon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Consistency.% r I Flood Insurance Rate Man: Above 500 year flood boundary No_ Yes Within 500 year boundary No— Yes Within 100 year flood boundary No— Yes Depth of Naturals Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? If not,what is the depth of naturally occurring pervious material? Certification I certify that on (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the required training,expertise and experience described in 310 CMR 15.017. Signature WA � Date Z ,l ®/ D u t i I j i I ! L SL 0 4- 0 Ci I I j I y 7 I � d I S pcvr cd cc�ccic do c�picr� 0 S _ I S tt t— .. — I s ' I e I s u _I ur -------------- --------------------------------- r �`o m46=3 t u y . P.1 00 GJGAIE: I /4• = 1 -O" 13 > I I � Ill C I vRAV�ING TYPE: . �� � SHEET NUNE•ER: c 1 00 �n �a3s=3e000 o Va^ oE�e Sa3�Q-' 7 a _ - a"o y a °oa F 66 I I I 1 I I ' � I 1 I h:mrv�m Lry AY NUh 2 1 O k..•y<r.¢1 G'c c. ^ 1 I 1 O peed Jo:_?� II,III__ _ __-_ __I!____ ____ -�; a- _ . - � II ; , 111 ,Il; ; I ,' ► 1 ,; � , il � � ;� Ii ' IiI II � � ' li i II I I lj II G� Ij II II I I iI I� I i l i I I L I I I I 'j II i I I I � S� cinl'd 61 4-I.y eu I r yrk I I I I ' , Ii 11 ! II I I I I I ^.nl'�6 bic4lry m�.r.j f� � III I 1 'I Q 1 I` i :I I I �I ` ! L ' f JJII i 'll 1 AL i I I I LLS l I--i- -I'- I- I_ �II I- I! -- - - A AL-ILL �2 r 1 0 p.+d 1e•<t o pj�`�EGOt�J FLOO[=Fp hr'(E p�FI�U-�-FLOO(-'-Feat-(E a mE 3 nin _2 L p 3 d s, E_ i I ,il I I ► _ ..l..'_.. o� � II II III I I� 11 I I 4%O F..akcr..e lrr'c.c. I� I. 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Q V• Yingl.-44 O (� I �_. - I I rrAcphor,c L On 1 , I ______________________________________________________________- �" O � � POUND TiON ELEGT�+G�L PLAN LU 1L d .�........_.-r, Ilk 1 c ------------------------------------------------------------- E In ... m.— I It ��--- C J c O P 01 �- G (J .' I FA1'fI1Y���''-!o" to - Sg _ �-i' \ G G _ 1 - c G I I I ------ a � s•I �1 m. N s_, ------------- �-�- i G `• �I G-C.— G�— 11 •i n` 0 3 �Il mil .;•:• o� 1 F'-2"x 1 1'-&.. C' at _ .. N -- -------- --- -- ---- - --- --- Jup G'•.. ��GONp �LOO� ELEGT�'-16AL- PLAN U 1 A!ao0; ojGale, i/9" _ ('-O" DRAY�ING TYPE: I Plans ?�.t❑qhr PIF-�T PLOOF- ELE6T-=IG>AL FA-AN J SHE ETI.UN/BER: X �eaQ� �� 'd � oiiamJmco?�_�— 4- C 1 2•-2"X I 1.-Co'L�.�� FAF(ILI�-7 •� � O ! 1 4 I I"x I I Yv 1 - v ea --------------- ' i' 1 L-------------------- -- -i _ _ UP I i I I I � Fi��T P�oo� P�Ut--fi�►NG P��N � 1 ; I a, oo/, �iGAle: i/4" = 1 '-O., I i I 1 1 1 i I i i i i i i m V.C..�a, O u. j mm.p..m a... M1f_ n UP i -------------------------- -----i--- ------------- (i -I�s -------------------------------------------------------------- �. FOUNr�t�T�oN Pt-Ul (}�;NG PL�•N �E��OO{•2 - ',n�oo, 21x I O" pp 0 4� I I Om o Om OE �I1 O - 1 Oo-tE`n ZI _ :I----------- Vol Q I DR.A^Iu6 TYPE: /i/ �. �eGoNr� ��oo� PLUr-(f��NG P��N Plumbinq/Nca?in9 Flan SHEET NVMSER: A7CC 75- J �a (EFFECTIVE IN WON 75-' LENGTH) PROPOSED • � c`i lU-) HOUSE Q N n w I- w (n I 0 1500 GALLON SEPTIC TANK PON mm PON liaw 00 00 DISTRIBUTION BOX N INSPECTION PORT HIGH CAPACITY H-20 INFILTRATOR CHAMBER p .,. 2 O -co U � 32.0' N J w. a .� MOUND FOR PROPER DRAINAGE I ESTABLISH VEGETATIVE COVER TT vl. Vlw J. W J S1.S' I ----------- - -i +Q LaL. TOPSOIL ` rMw 1/C to1/r DOUBLE WASHED570NE 8-MIN..NON-TRAFFIC AREAS 12-MIN_H-10 LOAD AREAS Q U A NATIVE -• nv-, e "°y, Y- W Q1 I o o j'j U O �t BACKFlll =s,€� ''" z I ABASE AooRECATE \ J I I QJQ C 3/1 to 1 1/2- w Nn UNDISTURBED J (n 00 oue(FwASNED ". A > 4 HIGH CAPACITY INFILTRATORS - EJIFLTFINTHSTONE �, ��> 5.0 - - 3.5 STONE AROUND AND 14 STONE UNDER Nore _ w SAS RESERVEu3am OF S H VA SFE a Q0O 0 N W oaLIMIT OF UNSUITABLE .SOIL REMOVAL Lo INFILTRATOR TRENCH DETAIL NOT TO SCALE SEPTIC SYSTEM DIMENSION DETAIL SEPTIC SYSTEM D E S I G N DATA GENERAL NOTES _ SEWAGE FLOW ESTIMATE 4• THE LOCATIONS OF UNDERGROUND UTILITIES SHOWN ON 6. REMOVE ALL UNSUITABLE SOIL, OeA AND 8 HORIZONS 1. ALL MATERIALS AND CONSTRUCTION METHODS SHALL THIS PLAN ARE APPROXIMATE. AT LEAST 72 HOURS PRIOR FROM WITHIN FIVE FEET LATERALLY AND UNDER THE SOURCE UNITS GPD/UNIT OTY GPD COMMENT CONFORM TO THE PROVISIONS OF THE COMMONWEALTH OF TO ANY EXCAVATION FOR THIS PROJECT WORK, THE PROPOSED SOIL ABSORPTION SYSTEM AND REPLACE WITH MASSACHUSETTS ENVIRONMENTAL CODE TITLE V. CONTRACTOR SHALL MAKE THE REQUIRED NOTIFICATION TO CLEAN SAND MEETING THE REQUIREMENTS OF 310CMR SINGLE FAMILY RESIDENCE BEDROOM 110 3 330 310 CMR 15.02 (13) DIG SAFE (1-888-344-7233)FOR VERIFICATION OF 15.255. 2. EXCEPT AS OTHERWISE NOTED, ALL PROPOSED SEPTIC LOCATIONS. TOTAL ESTIMATED PEAK DAY FLOW 330 GPD - NO GARBAGE GRINDER SYSTEM PIPING SHALL BE 4" DIA. SCH40 PVC SET TO THE 7. WATER SUPPLY FOR THIS LOT IS A PRIVATE WELL SEPTIC TANK LINE AND INVERT ELEVATIONS SHOWN. THE'MINIMUM PITCH 5. CONSTRUCTION OF THE SEPTIC SYSTEM SHOWN ON THIS INSTALLED IN THE LOCATION SHOWN. THE LOCATIONS OF OF PIPES CARRYING SEWAGE OR SEP11C TANK EFFLUENT PLAN IS SUBJECT TO THE INSPECTION OF THE TOWN OF WELLS ON ADJACENT LOTS ARE FROM BEST AVAILABLE DATA. SHALL BE 1/8TH INCH PER FOOT IF NOT OTHERWISE NOTED. BARNSTABLE HEALTH DEPARTMENT AND THE DESIGN THE PROPOSED SEPTIC SYSTEM IS TO BE LOCATED AT LEAST Z TOTAL FLOW X DET. TIME = 330 GPD X 2.0 DAYS = 660 USE 1500 GALLON TANK , , ENGINEER. NO PART OF THE SEPTIC SYSTEM SHALL BE 150 FEET FROM EXISTING PRIVATE WATER SUPPLY WELLS. O_ 3. PRIOR TO CONSTRUCTION OF THE SEPTIC,SYSTEM BACKFILLED OR MADE INACCESSIBLE UNTIL INSPECTED AND DEPICTED ON THIS PLAN, THE CONTRACTOR SHALL OBTAIN A APPROVED BY THE HEALTH AGENT. THE CONTRACTOR N -DISPOSAL WORKS CONSTRUCTION PERMIT FORM THE TOWN OF SHALL SCHEDULE INSPECTIONS AS REQUIRED. W SOIL ABSORPTION SYSTEM BARNSTABLE HEALTH DEPARTMENT. CHAMBER GALLERY LEACHING AREA CAPACITY t- In O NO. LEN WIDTH DEPTH SIDE BOTTOM SIDE BOTTOM TOTAL o F � Lo (ft) (ft) (ft) (sf) (sf) (gpd) (gpd) (gpd) SOU TEST DATA F-- (n 1" O O N 1 32 9.8 2.0 167 315 124 233 357 D a o z N N PERCOLATION RATE: 2.0 MIN./IN.. LEACHING RATE: (GPO/SF) SIDE - 0.74 BOTTOM - 0.74 DATE: 2/1/01 - 9931 a ,. EXCAVATOR: WRT w m z � o TOP FOUNDATION 104.50 B.O.H. AGENT: GLEN HARRINGTON L` o a J w ENGINEER: ARNE OJALA PE. 105 Y V1 Q Z o FINI H GRADE D= = w U o ES. RISER TO WITHIN 6" OF IN. GRADE FIN. GRADE = EXS11NG LOCATION: TP-1 LOCATION: TP2 o U o (n _ - ELEV. DEPTH ELEV. DEPTH1017 0.0 OeA - LOAM F/M SAND 10112 0.0 OeA - LOAM/ MED SAND O 4-PVC 9 .97 98.90 100.9 0.3 101.3 0.4 B - LOAMY SAND Z \_ 100 B - LOAMY SAND U O s C20 TO EFF. DEPTH 98.90 4 a 99.0 2.8 ZO_ �S-umla 85 99.58 98.5 2.7 1= 99. 3 I C - M/C SAND Z o ( f'I I 97.4 3.8 PERC 2 MIN./IN Z/' ¢ of O -PVC 9 .14 - - - - - - .�LL N a 0,0 C - M C SAND a W -1 o PIPSECTION / fn '2' LEVEL E / oc �O . W QF-U�Q 95 I- COW PTH 6.90 _FF. D 9 BO E E T 4 H-20 HIGHCAPACITY INFILTRATORS � 2 �w 1500 GALLON 3.5' STONE AROUND AND 14 STONE UNDER ui In/f1 (�O U Q= INLET IN RT SEPT] TANK OUTLET TEE `J 10" BE OW W/OU LET TEE REMOVE UNSUITABLE S IL Ld Jal¢w o BA FLE 1 BELOW AND REPL CE W CLEAN AND 91.7 10.0 (n Q �(n N g LIQUID LE VEL 91.2 10.0 BOTTOM Q InN VI ll UID LEVEL 90 BOTTOM NO GROUNDWATER a N NO GROUNDWATER O---I O�¢=W & 0_ N UGH -32.0 , •.'t J u � i - !^ W W v _rl // - ,/. �,r- 1' S•tip ' I 3:Q 85 30 40 . 50 -10 0 10 20 60 " I '. 70-ry. .>.• ,"A '80+ .� t SECTION TH RUF�'�-8z--ERLTI G\ Y�STE, 05-016 SHEET 2 OF 2 PLAN BOOK 558 PAGE 56 Aj loacl w 9 _ 10 00 I \ \ 1 r- O A \ O � co \ \ 01'48�52" E — — \ \ I 298.4 ' w \ 1 \ lcn S Z � -p1 1 II ,, � 132. v I \ I D I o PROI�OSED \ � � ` ` _ �Aj ��. rt o I \ N a, ° HOITSE U N \ O \ � I \�103 \ -' \ \ I rrn I \ 1\ I 02 \ \ J co — GALLAGHER LANE 36 101 9 A � y0 g M t bZ. 0 n` S113S��� 'D�7Or VC�nn�O�Dlv� . n m>D m 0 0 0 D m D-� ry mMocz) VI�IZ���Z \. r�* moc�zm�5dDmmma)> A 0- D m o c c z_�Z'- v CJi (3` c5` N C m z 0 0 om--I;, � O O V1 O O m D (n z� -'o 0 o p 0 ✓ \ o r rn �:,.o c o �racn zocvz vzz I `, O ' Z D D rOac O z �Ooo -1 Z N cnzm�mmDr�-�m�cm Q rn O f i ' i of ,� � � � ,'0 O N m A ti r z o c�\ C S` -I m rn rn O D rn UI � � �oN�O (/gym-AAO� m D rn Z7 X X Z7 X r Z ?1 r _ ZO<Z� r r -1 O (n V1 N DZmAr�tnZ n O r CIO m :LI A r rrl 0 D f3l �Y�,,' q� ro'�' �i '1 (�uR 5 i•".3''". r� i�N�mSDm -I O Z I O C rir n, t luau, / zAmON �D�� (�_ -I rn G) rn fry D C //YY (n G rTl zr�-Ozzr mm rn \ C7 rn O rn Z N Cn 1 u 1 7r C dV� z Imo SY- (n ozovcND-�arm'o 0 m V1 (7 O D W ° ?a`ft,Rio (' k �� d�y , �,•Fo -�N a<��� z Ul -mmo rn �7 O 2 O Z -0OD �,=j n rrt Z O Z A(A.0 Z N m (� O X Z Q :L7 O :a D i=•.,1 � J !(F ]k,5`� ;�'1>a,, ''"J a ,,:. cnO��Om r5= �_ C -1 C Z IF r- j z Oi z f ` I i r a) O m ,, ;tits NZap-1N=o jWmNrz W r < C TI � � f- /z< r f7"c o,v. r N m D m W -1 rri D Z 00 O i°/ , 1 //I f () ! H cDi c e x v o D =� rn N N opi rD��9�jJ; ' K-u0 o m 'n m D OZ O O O O D m a O m n z n O O '{A z Z m O m 00;0 Z rn 0 Px .+- .a.:.r+� ...i,i 1 ei :. ca N PROPOSED SITE PLAN DRAFTER: DCT PST REVISIONS: m U 15 GALLAGHER LANE CHKD BY: PST 4 DAVID C. THULIN, • PE, PLS A I MARSTONS MILLS, BARNSTABLE DESIGN: DCT O MASSACHUSETTS 211 MILL ROAD O FOR HOUSING ASSISTANCE CORPORATION C/0 SCALE AS NOTED EAST SANDWICH, MASSACHUSETTS 02537 rn 0 THE VALLE GROUP. 70 EAST FALMOUTH HIGHWAY JUNE 13 2005 (508) 888-2345 FAX (508) 888-7259 N EAST FALMOUTH MA. 02536 WPOt LOT2-P Q)A TOP FNDN. AT EL. 104.0' LEGEND ACCESS COVER TO WITHIN 6" OF FIN. GRADE ACCESS COVER (WATERTIGHT) TO PROPOSED WELL JS¢° MINIMUM .75' OF COVER OVER PRECAST WITHIN 6" OF FIN. GRADE 2% SLOPE REQUIRED OVER SYSTEM SANDWICH LOW OVER HEAD WIRESy 3 2" DOUBLE WASHED PEASTONE \ - ELECTRIC CABLE T.V. �a° RUN PIPE LEVEL & PHONE 101 • FOR FIRST 2' � PROPOSED 1 ,500 98.0' -- 16 - EXISTING CONTOUR SITE LOCUS fill GALLON SEPTIC 99 75 + 16.27 EXISTING SPOT GRADE S 100.0 TANK (H- 10 ) GAS o 97.5' z' SIDES -{L }- PROPOSED CONTOUR MASHPEE w""E RD BAFFLE �o0 98.58' 98.75 x174 PROPOSED SPOT GRADE �6" CRUSHED STONE OR MECHANICAL f 2 ^� EXISTING TREES (Tl .'P� (, ) BARNSTABLE DEPTH OF FLOW = -4- COMPACTION. (15.221 [21) go 052� 14" TEE SIZES:$ a -_ j ooc38 95.5' UTILITY POLE INLET DEPTH = 7 3/4" TO 1 1/2" DOUBLE WASHED ST011E Z (I OUTLET DEPTH = 14' SOIL TEST HOLE s°n SEE TEST HOLE LOG(S) (7% SLOPE) (9% SLOPE) (13% SLOPE) FOUNDATION - 14.6' SEPTIC TANK -- 10,7' -- D-BOX 8.4' - LEACHING FACILITY 4.09' PROPOSED SEPTIC TANK SYSTEM PROFILE � PROPOSED LEACH FIELD LOCUS MAP SCALE 1" = 2083' (NOT TO SCALE) NOT ALL SYMBOLS MAY APPEAR IN URAWINr_= ASSESSORS MAP: 012 PARCEL: 006 I ZONING 'DISTRICT: RF ® � BENCHMARK STAKE & DEPTH (IN.) TH1 ELL/ATION (FT.) DEPTH (IN.) TH2 ELEVATION (FT.) YARD SETBACKS:* TACK ELEVATION '= 102.69 1 \ 0" 0 � 1 01.40 0" 0 A ,1101.80 / AM FRONT = 30' ® , 10 LOAM M';1 10 LOAM 211 \ 78S 1 3" E 101.15 3" E 1101.55 SIDE = 15' MEDIUM ::A D FIN M IUM ND REAR = 15' ( \ �0 YR /1 E�0 EYR 4/SAND c`nv `�' 4" 8to1.o7 5" B '101.38 PLAN REF: BOOK 430 PAGE 60 LOAMY S 1ND LOAMY SAND FLOOD ZONE: C 10 YR !6 10 YR 4/6 32" C = ,8.74 33" II199.05 C GROUNDWATER OVERLAY DISTRICT: GP SF 1.00 AC MED COARS - SAND MED COARSE SANDf 2.5 YR /3 2.5 YR 7/3 I VERIFY WITH TOWN OFFICIALS \ 120" -91.41 120" 91.80 1N ` W NO WATER ENOUNTEh-D NO WATER ENCOUNTERED o z SOIL CLASS: I SOIL CLASS: I o / Q � _1 I'EP,C Rl.TE: 2 M:N.,'INCh; PERC RATE: <2 MIN,/INCH BOTTOM PERC: 6" BOTTOM PERC: 46" DATE: F EB 1, 2001 DATE: FEB 1, 2'001 NOTES: DRIVE / ENGINEER: f RNE OJ�LA, P.E., P.L.S. ENGINEER: ARNE OJALA, P.E. P.L.S. 82 3' (DOWN C,'PE ENGINEERING) (DOWN CAPE ENGINEERING) 1 . THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON - WITNESS: GLEN HARRINGTON, H.D. WITNESS: GLEN HAIRRINGTON, H.D. p % 0 EXCAVATOR: lRT EXCAVATOR: WRT THIS PLAN IS APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS 0) ^0 vi Z o Q SITE, THE EXCAVATING CONTRACTOR SHALL MAKE THE REQUIRED 72 0- ; J HOUR NOTIFICATION TO DIG SAFE (1 -888-344-7233) AND ANY o ' EST HOLE LOGS OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE, OR EQUIPMENT 56.6' d ~ 59.6' rrj (NOT TO SCALE) IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS. cv N 2. MUNICIPAL WATER IS UNAVAILABLE. vH2�O� 0) j SEPTIC DESK N: (G,'-RBAGE DISPOSER IS NOT ALLOWED ) 3. ALL SEPTIC WORK AND MATERIALS TO CONFORM TO 310 CMR O DESIGN FLOW 3_ BEDROOMS ( 1 10 GPD) = 330 GPD 15.00 TITLE 5 AND BARNSTABLE HEALTH REGULATIONS. 44.0' / USE A 330 I;PD DESIGN FLOW 4. MINIMUM PIPE PITCH TO BE 1/8 PER FOOT. - - - 5. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H-10. i r-------i SEPTIC TANK: 330 GPD ( 2 ) = 660 6. PIPE JOINTS TO BE MADE WATERTIGHT. � L- iipppp I 1,500 GALLON SEPTIC TANK 7. WATER TEST D-BOX FOR LEVELNESS. ' RESE J � ,. -- �- USE A - - Q - - - 8. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE i LEACHING: 2(30 + 9.83)2 (.74) = 118 USED FOR LOT LINE STAKING. SIDES 9. PIPE FOR SEPTIC SYSTEM TO BE SCH. 40-4" PVC. LOT 2 - 30 x 9.83 (.74) = 218 10. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT AREA = 43597 SF 1-:00"AC / BOTTOM: INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED TOTAL: 45•, S.F. 336 GPD FROM BOARD OF HEALTH. / USE (41 H-<"0 HIGH CAPACITY INFILTRATORS WITH 11 . NO VEHICLES OR CONSTRUCTION EQUIPMENT ALLOWED OVER 34,91 ' 3.5' STONE AT SIDES, 2.5' AT ENDS AND 14" UNDER PROPOSED SYSTEM. 12. VERTICAL DATUM APPROXIMATED FROM QUAD - ----- �Q Op X X __ -_- -- 'TITLE 5 SITE PLAN off 508-362-4541 OF _ fax 508 362-9880 LOT ?_ GALLAGHER LANE BENCHMARK - STAKE & _� S& TACK ELEVATION = 94.46 down cape engineering, Inc. IN THE TOWN OF: ( MARSTONS MILLS) BARNSTABLE ST7T1T1 PLAN '� w*T PREPARED FOR: �,N o� Mq�aCy �N of �''' � j �1�� J ]jr HOUSING ASSISTANCE CORPORATION ARNE s'. SCALE: i" 40' LAND SURVEYORS ARNE �;�� H. OJALA 939 main st. yarmout�i, ma 02675 40 0 40 80 120 Feet No.30792 A No. 2631> "ji BOARD OF HEALTH CI ST ER�� N�Ci 1 E � ,d �sS/ONAL EN ------ �_114--- �-1716 / --- --- __.-, 'AA SCALE' 1" = 40' DATE: FEBRUARY 7, 2001 01 -00 1 -L2 *1 AkA H. UJALA, PL, PUS UAI� A1'r'r?oVLD UnIL _---- -_--__-- _-------