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HomeMy WebLinkAbout0310 PINE STREET - Health Pi' a Street 176 001.002 " West West Barnstable a r� No. 4210 1/3 BLU ESSELTE 1 0% o 0 o 0 CERTIFICATE OF ANALYSIS Page: 1 Barnstable County Health Laboratory Report Prepared For: Report Dated: 9/12/2008 Shaun F.Harrington All Cape Well Drilling Order No.: G0849217 P O Box 126 Brewster, MA 02631 Laboratory ID#: 0849227-01 Description: Water-Drinking Water Sample#: Sampling Location 310-Pine St:W:Barnstable;MA:4- Collected: 9/10/2008 Collected by: MLH Map 179 Parcel 1-2 Received: 9/10/2008 Routine+Ammonia ITEM RESULT UNITS RL MCL Method# Tested Ammonia ND mg/L 0.20 EPA 350.1 M 9/10/2008 Nitrate as Nitrogen 0.76 mg/L 0.10 10 EPA 300.0 9/10/2008 Copper ND mg/L, 0.10 1.3 SM3111B 9/12/2008 Iron 0.22 mg/L 0.10 0.3 SM 3111B 9/12/2008 Sodium 32 mg/L 1.0 20 SM 3111B 9/12/2008 Total Coliform Absent P/A 0 0 SM9223 9/10/2008 Conductance 280 umohs/cm 2.0 EPA 120.1 9/10/2008 pH 6.7 pH-units 0 SM 4500 H-B 9/10/2008 Sodium level is above the maxium contaminant level. Those on a low sodium diet may wish to consult a physi ' n Approved By: ` ( irector) Ln a ND=None Detected RL = Reporting Limit MCL=Maximum Contaminant Level Superior Court House, PO.Box 427, Barnstable, MA 02630 Ph: 508-375-6605 F r� CERTIFICATE OF ANALYSIS Page: 1 Barnstable County Health Laboratory s�cEiS �. Report Prepared For: Report Dated: 9/12/2008 Shaun F.Harrington All Cape Well Drilling Order No.: G0849227 P O Box 126 Brewster, MA 02631 Laboratory ID#: 0849227-01 Description: Water-Drinking Water Sample#: Sampling Location 310 Pine St.W.Barnstable,MA Collected: 9/10/2008 Collected by: MLH Map 179 Parcel 1-2 Received: 9/10/2008 EPA 524.2- Volatile Organics by GCIAIS ITEM RESULT UNITS RL MCL Method# Analyst Tested Note Dichlorodifluoromethane ND ug/L 0.50 EPA 524.2 yn 9/10/2008 Chloromethane ND ug/L 0.50 EPA 524.2 yn 9/10/2008 Vinyl chloride ND ug/L 0.50 2.0 EPA 524.2 yn 9/10/2008 Bromomethane ND ug/L 0.50 EPA 524.2 yn 9/10/2008 1,1,1,2-Tetrachloroethane ND ug/L 0.50 EPA 524.2 yn 9/10/2008 1,1,1-Trichloroethane ND ug/L 0.50 200 EPA 524.2 yn 9/10/2008 1,1,2,2-Tetrachloroethane ND ug/L 0.50 EPA 524.2 yn 9/10/2008 1,1,2-Trichloroethane ND ug/L 0.50 5.0 EPA 524.2 yn 9/10/2008 1,1-Dichloroethane ND ug/L, 0.50 EPA 524.2 yn 9/10/2008 1,1-Dichloroethee ND ug/L 6.50 7.0 EPA 524.2 yn 9/10/2008 t. � 1,1-Dichloropropene ND ug/L 0.50 EPA 524.2 yn 9/10%2008 1,2,3-Trichlorobenzene ND ug/L 0.50 EPA 524.2 yn 9/10/2008 1,2,3-Trichloropropane ND ug/L 0.50 EPA 524.2 yn 9/10/2008 1,2,4-Trichlorobenzene ND ug/L 0.50 70 EPA 524.2 yn 9/10/2008 1,2,4-Trimethylbenzene ND ug/L 0.50 EPA 524.2 yn 9/10/2008 1,2-Dibromo-3-chloropropane ND ug/L 0.50 EPA 524.2 yn 9/10/2008 1,2-Dibromoethane(EDB) ND ug/L 0.50 EPA 524.2 yn 9/10/2008 1,2-Dichlorobenzene ND ug/L 0.50 600 EPA 524.2 yn 9/10/2008 1,2-Dichloroethane ND ug/L 0.50 5.0 EPA 524.2 yn 9/10/2008 1,2-Dichloropropane ND ug/L 0.50 EPA 524.2 yn 9/10/2008 1,3,5-Trimethylbenzene ND ug/L 0.50 EPA 524.2 yn 9/10/2008 1,3-Dichlorobenzene ND ug/L 0.50 EPA 524.2 yn 9/10/2008 1,3-Dichloropropane ND ug/L 0.50 EPA 524.2 yn 9/10/2008 1,4-Dichlorobenzene ND ug/L 0.50 5.0 EPA 524.2 yn 9/10/2008 2,2-Dichloropropane ND ug/L 0.50 EPA 524.2 yn 9/10/2008 2-Chlorotoluene ND ug/L 0.50 EPA 524.2 yn 9/10/2008 4-Chlorotoluene ND ug/L 0.50 EPA 524.2 yn 9/10/2008 Benzene ND ug/L 0.50 5.0 EPA 524.2 yn 9/10/2008 Bromobenzene ND ug/L 0.50 EPA 524.2 yn 9/10/2008 Bromochloromethane ND ug/L 0.50 EPA 524.2 yn 9/10/2008 Bromodichloromethane ND ug/L 0.50 EPA 524.2 yn 9/10/2008 Bromofortn ND ug/L 0.50 EPA 524.2 yn 9/10/2008 ND=None Detected RL = Reporting Limit MCL=Maximum Contaminant Level Superior Court House, PO. Box 427, Barnstable, MA 02630 Ph:508-375-6605 CERTIFICATE OF ANALYSIS Page: 2 ±q �1 Barnstable County Health Laboratory 9cstcrn; ' Report Prepared For: Report Dated: 9/12/2008 Shaun F.Harrington All Cape Well Drilling Order No.: G0849227 P O Box 126 Brewster, MA 02631 Laboratory ID#: 0849227-01 Description: Water-Drinking Water Sample#: Sampling Location 310 Pine St.W.Barnstable,MA Collected: 9/10/2008 Collected by: MLH Map 179 Parcel 1-2 Received: 9/10/2008 EPA 524.2- Volatile Organics by GUMS ITEM RESULT UNITS RL MCL Method# Analyst Tested Note Carbon tetrachloride ND ug/L 0.50 5.0 EPA 524.2 yn 9/10/2008 Chlorobenzene ND ug/L 0.50 100 EPA 524.2 yn 9/10/2008 Chloroethane ND ug/L 0.50 EPA 524.2 yn 9/10/2008 Chloroform 3,2 ug/L 0.50 80 EPA 524.2 yn 9/10/2008 cis-1,2-Dichloroethene ND ug/L 0.50 70 EPA 524.2 yn 9/10/2008 cis-1,3-Dichloropropene ND u9/1- 0.50 EPA 524.2 yn 9/10/2008 Dibromochloromethane ND ug/L. 0.50 EPA 524.2 yn 9/10/2008 Dibromomethane ND ug/L 0.50 EPA 524.2 yn 9/10/2008 Ethylbenzene ND ug/L 0.50 700 EPA 524.2 yn 9/10/2008 i - Hexachlorobutadiene ND ug/L 0.50 EPA 524.2 yn 9/10/2008 Isopropylbenzene ND ug/L 0.50 EPA 524.2 yn 9/10/2008 Methylene chloride ND ug/L 0.50 5.0 EPA 524.2 yn 9/10/2008 Methyl-tert-butyl ether ND ug/L 0.50 EPA 524.2 yn 9/10/2008 Naphthalene ND ug/L 0.50 EPA 524.2 yn 9/10/2008 n-Butylbenzene ND ug/L 0.50 EPA 524.2 yn 9/10/2008 n-Propylbenzene ND ug/L 0.50 EPA 524.2 yn 9/10/2008 p-Isopropyltoluene ND ug/L 0.50 EPA 524.2 yn 9/10/2008 sec-Butylbenzene ND ug/L 0.50 EPA 524.2 yn 9/10/2008 Styrene ND ug/L 0.50 100 EPA 524.2 yn 9/10/2008 tert-Butylbenzene ND ug/L 0.50 EPA 524.2 yn 9/10/2008 Tetrachloroethene ND ug/L 0.50 5.0 EPA 524.2 yn 9/10/2008 Toluene ND ug/L 0.50 1000 EPA 524.2 yn 9/10/2008 Total xylenes ND ug/L 0.50 10000 EPA 524.2 yn 9/10/2008 trans-1,2-Dichloroethene ND ug/L 0.50 100 EPA 524.2 yn 9/10/2008 trans-1,3-Dichloropropene ND ug/L. 0.50 EPA 524.2 yn 9/10/2008 Trichloroethene ND ug/L 0.50 5.0 EPA 524.2 yn 9/10/2008 Trichlorofluoromethane ND ug/L 0.50 EPA 524.2 yn 9/10/2008 Sodium level is above the maxium contaminant level. Those on a low sodium diet may wish to consult a physics m Approved By• ` (La irector)i ND=None Detected RL = Reporting Limit MCL=Maximum Contaminant Level Superior Court House, PO.Box 427, Barnstable, MA 02630 Ph: 508-375-6605 Q / D No. a-a(l��_03 dx_ e r 7AII or.ta � vcfx Fee---- ------ BOARD OF HEALTH TOWN OF BARNSTABLE �- Appiication-*rVeY1 Congtruct ion Permit Application is hereby made for a permit to Construct ), Alter ( ), o Repair ( )an individual Well at: Location — Address _ -- Assessors Map and Parcel Owner -- Address � LY!fA71 — --------��__�__�.1 (3--- In ler — Drill Address � �i Type of Building r— l Dwelling Ao-f�-'�------------------------------------------ Other - Type of Building -------- No. of Persons-------------------------------_________ Type of Well— �' -- -----------------— -- Capacity----------------- --— -- ------------------- Purpose of Well-- - -'--k=CLk:* —____------- 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 Prote tion Regulation — The undersigned further agrees not to place the well in operation until a Certifi a .of Compli nce has been issued by the Board of Health. Sign ------ -- date Application Approved By-- -�- date Application Disapproved for the following reasons:---—---------------------------------------_-------------__________—__________ ---------------------------------- ---------------------------------------------------- --------------------------------------------- date PermitNo. --------- - ------- -- - Issued-------------------------------------------------------------------- date BOARD OF HEALTH TOWN OF BARNSTABLE (Certificate ®f (Compliance THIS IS TO CERTIFY, That the Individual Well Constructed K), Altered ( ), or Repaired ( ) by---------- —_l�`RZ l.l,Mf1i'C -------------------- Install r a t-------- ! __-- -°x-_e_=�= - �-- ------------------------- -------------------------------- 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------------------------------------------------------------------------ --- . J - / o, ��;z�� �- �v i cp Ur,2 Fee------------ BOARD OF HEALTH TOWN OF BARNSTABLE -� App[icationArVell Con!9tructionPermit Ap- (ication is hereby made for a permit to Construct ), Alter ( ), , r Rd epair ( )an individual Well at: Location — Address — — — Assessors Map and Parcel Owner Address In alter.— Driller Address Type of Building Dwelling VVamx-x-=--------------------------- Other - Type of'Building- -------------------------- No. of Persons-----------------------------_—-----__-______ Type of Well C.. - ---------- --------- -- - Capacity--------------------- - - - - - --— Purpose of Wellgkb- ----- — x 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 Prot ction Regulation - The undersigned further agrees not to place the well in operation until a Certific to .of Comp l ante has been issued by the Board of.Health. Sign - -- -- - --------------=- ------ ---- ------------ date -� 0 Application Approved B - 1 �_ _______ _ _— - 0 ` 0 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 TO CERTIFY, That the Individual Well Constructed ), Altered ( ), or Repaired ( ) by---------A �_- .� -�N .(.,l.__L�._ T_l.(-'ZN Inst Iler r� at- - - �-__—'x'_�_`N=A-- - --------------------------------- --------------------------------------------------------------- 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------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------- BOARD OF HEALTH TOWN OF BARN-STABLE lVell Congtruct ion Permit No.�L/ --� 1 Fee--(� ------- - �c_ C Permission is hereby granted-�----__��__________��_�__�-�2_`���•�-�V-�----------___------__ to ConstrucVe-51"OAlter ( ), o�p it ( �J)an Individual Well at: No. = --------------------------- ---------- -------- - ------------------ ---- -------------------------- —,-- r r- —— street as shown on the application for a Well Construction Permit No. --------------------------- - - -- --------------------- - Dated--- - ----------- ---- -- ------------------------------------ ---------- - ----- -------------- "! »,RATE---- -=u-_U —____-_ —_ _ Board of Health _, Town of Barnstable Geographic Information System September 10, 2008y4 176025 f !t .Is " 176001001 � '�"` F- ,�,� ,r. • " �.� �` 'i�",�� a �, � ±i,;�-"I"� r' # ,1h. � i"a t . +,+k� ,P .rN .176001002+ _ `" � a w,�..y y���i-�� �'"- � •x,j' a+t ?� �� � � _ �.. ���?�!'n+''7"s tA`. "'� #310 �-�`r •�ti'w�e !.'r '� er�� 1,�J"� � '1�yr_:,a �1,t'- ". �^e L's�ir. �. � �' � +y'I �4n i. '..'�"��:...�, .,'' .�+�.� „ ♦� �ia may. '^♦�•- �,,,,j` #Qirt.• : i i T i f rr 1 k DIME. TjtEET „ a Irk R ram,,. . � •-� ,� .a� �Y .�;, v. a,r i r a � M , , r � � .rc Mj 3 t� �d r��Y• 4 ./�R . 't3'. �. i r DISCLAIMERS:This map is for planning purposes only. It is not adequate for legal Map:176 Parcel:001002 EJ boundary determination or regulatory interpretation. Enlargements beyond a scale of Owner:FEARON,DOUGLAS T&CLARE W Total Assessed Value:$542800 Selected Parcel 1"=100'may not meet established map accuracy standards. The parcel lines on this map tiff ;.� are only graphic representations of Assessor's tax parcels. They are not true property Co-Owner:%FEARON,DOUGLAS&CLARE Acreage:2.08 acres Abutters boundaries and do not represent accurate relationships to physical features on the map Location:310 PINE STREET r �r such as building locations. Buffer / Aerial Photos Taken April 28,2001 COMPLETE • ■ Complete items 1,2,and 3.Also complete A. Sign tore item 4 if Restricted Delivery is desired. )Agent ■ Print your name and address on the reverse X �ah 41 Addressee so that we can return the card to you. B. Received by(Pried Name) Oc4te of Delivery� ■ Attach this bard to the back of the mailpiece, or on the front if space permits. D. Is delivery address different from item 1? ❑Yes 1. Article Addressed to: If YES,enter delivery address below: ❑ No t ace 30 s 3. S.Prvice Type Certified Mail ❑ Express Mail ❑ Re istered ❑ Return Receipt for Merchandise OZ L ❑ Insured Mail ❑C.O.D. �V 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number -co� qO`Z - ( 6 c� (Transfer from service label) �000 o �'" lJV u ` "[(,1 7 PS Form 3811,August 2001 Domestic Return Receipt 102595-01-M-2509 UNITED STATES POSTAL SERVICE First-Class Mail` ' Postage&Fees Paid USPS Permit No.G-10 i 3 1 • Sender: Please pri you c7me; address, and ZIP+4�in this box • o SENDER: COMPLETE THIS SECTION COMPLETE THIS SECTION ON DELIVERY ■ Complete items 1,2,and 3.Also complete -—Sign ure item 4 if Restricted Delivery is desired. ❑Agent ■ Print your name and address on the reverse „ q/Addressee so that we can return the card to you B. Re iv d by(Pd at�d Na e) C. Date of elivery ■ Attach this card to the back of the mailpiece, o or on the front if space permits. ru D. Is delivery a(d6rress different from item 1? es 1. Article Addressed to: ( � If YES,enter delivery address below: ❑ No I'M tic S 44( 3/ pe d Mail ❑ Express Mail ❑ Registered ❑ Return Receipt for Merchandise ❑ Insured Mail ❑ C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number `1 000 0 5 20 60 2-2- 2�4�- -1 y�7� (Transfer from service label) / PS Form 3811,'August 20011 i ' ' bomesfic Return Receipt "i i '``' " ` ; r 102595-01-M-2509 now UNITED STATES POSTAL SER7V "' !? First-Class Mail P IV) &Fees Paid G. USPS ' Permit No.G-10 I` ,n 11 i i,- • Sender: Please print your name, address, and ZIP+4 in this box • w am �o�.e-ea �� 1ri I11„,,,t J, 1,..+1�F ► J °: !1 1,..'1/1 ,I t; 11J2::• 0111 SENDER: COMPLETE THIS SECTION COMPLETE THIS SECTION ON DELIVERY ■ Complete items 1,2,and 3.Also complete ig4�dyed item 4 if Restricted Delivery is desired. ❑Agent ■ Print your name and address on the reverse X ❑Addressee so that we can return the card to you. B. Rec (Name). C. Date of Delivery ■ Attach this card to the back of the mailpiece, or on the front if space permits. 1. Article Addressed to: . D. Is d e address different from item 1? ❑Yes � If YES,enter delivery address below: ❑ No ,t p © o x 3.Certified - e Type i, /� Mail ❑ Express Mail u1N' � / gistered ❑ Return Receipt for Merchandise Cov 11Vi�VVVIII ttt VVV O )/^Zf ❑ Insured Mail ❑C.O.D. �lJ 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number G�CIS�� © (Transfer from service label) PS Form 3811,August 2001 Domestic Return Receipt 102595-01-M-2509 UNITED STATES POSTAL SERVIC-P First-Class Mail pU' P1N p,` 'Postage&'Fees Paid C, ^� c�; U$PS w Permit No,.,G_"ap"._.: • Sender: Please print'youF name address, andZlPf4-in-thi9'`b"ox '__- �A ....ten o 26 � ��•.�?a•+r'Lc�r.�•3 J•I•F.�...•i��•I•�•IJ...la�.1..1�:,,JJ,L.�k1;,•,�hJ.. ��JI;Ij•.,,•1�f��i � SENDER: COMPLETE THIS SECTION COMPLETE THIS SECTION ON DELIVERY ■ Complete itefns 1,2,and 3.Also complete A. Si�ature V , item 4 if Restricted Delivery is desired. ❑Agent ■ Print your name and address on the reverse X� El Addressee so that we can return the card to you. g... eived by��inted Name) C. Date of Delivery ■ Attach this card to the back of the mailpiece, or on the front if space permits. D. Is delivery address different from item 1? es 1. Article Addressed to: If YES,enter delivery address below: ❑ No I . 3. ,S,e(y_�e Type �rtified Mail ❑ Express Mail 1 Insured M ❑ Return Receipt for Merchandise Vv, ❑ Insured Mail ❑ C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number -7 0 0 0 0 520 B o 22 Z( 02- 1 (Transfer from service label) L T PS Form 3811,August 2001 Domestic Return Receipt 102595-01-M-2509 UNITED STATES POSTAL SERVICE First-Class Mail Postage&Fees Paid I USPS I Permit No.G-10 +� I • Sender: Please print your name, address, and ZIP+4 in this box • MfN SENDER: COMPLETE THIS SECTION COMPLETE THIS SECTION ON DELIVERY ■ Complete items 1,2,and 3.Also complete A. Signature item 4 if Restricted Delivery is desired. X ❑Agent ■ Print your name and address on the reverse ❑Addressee so that we can return the card to you. Received by(Prin me) C. D to o Delivery • Attach this card to the back of the mailpiece, �+ 2�3 IDe or on the front if space permits. cSuSab D. Is delivery address different from item 1? El Yes 1. Article Addressed to: If YES,enter delivery address below: ❑ No k—w 3. S i Ty pe e �tv YP certified Mail ❑ Express Mail ❑ Registered ❑ Return Receipt for Merchandise ❑ Insured Mail ElC.O.D, 4. Restricted Delivery?(Extra Fee) �l❑Yes 2. Article Number 00 0 �1 D (r1 22 240-1 � ` [[ 1 (Transfer from service label) V V -[ PS Form 3811,August 2001 Domestic Return Receipt 102595-01-M-2509I � I UNITED STATES POSTAL SERVICE ,� First-Class Mail Postage&Fees Paid p V USPS i Permit No.G-10 7 • Sender: Please prirlt.,Xo�rx riam address, and ZZIP+4 in tt�s_box •_, �s Town of Barnstable Board of Health 200 Main Street,.Hyannis MA 02601 Office: 508-862-4644 Susan G.Rask,.R.S.. FAX:, 508-790-6304. Sumner Kaufman,MSPH Wayne Miller,M.D. February 22,.2002. Mr. William Breisky 310 Pine Street West Barnstable, MA RE:. 310. Pine. Street,.Assessors Map 176, parcel. 1-2 Dear Mr. Breisky, You are granted a variance. to. construct an onsite. sewage. disposal system at 310 Pine Street,.West Barnstable. The.variance granted. is.as.follows: PART. XIV SECT.. 2.00:.The soil. absorption system.will be located. 119 feet away from.the onsite. private well. used.for drinking,water,. in.lieu.of the. 150 feet minimum separation.distance. required. This variance. is.granted.with.the.following.conditions: (1) The,onsite private.well.water shall. be.analyzed. by a.certified laboratory annually. (2) No more. than four (4). bedrooms maximum. are authorized at this property.. Dens, study rooms,. offices, finished. attics,. sleeping lofts,. and similar-type rooms are considered. "bedrooms" according. to the MA Department of Environmental Protection. . This restriction only applies until,such time the.dwelling. is connected.to town water. (3) The applicant shall record a. properly worded. deed. restriction, signed by the. owner of the property, of the Barnstable. County; Registry of Deeds restricting. the property to. four (4) bedrooms. maximum: A copy of the recorded deed restriction shall be submitted to the. Health Agent prior to obtaining. a disposal works construction. permit. Breisky (4) The septic system. shall be installed in strict accordance with the engineered plans. dated. February 19, 2002,. signed. by the designing. engineer February 8,.2002. (5) The designing. engineer shall. supervise. the. construction of the onsite. sewage. disposal. system and shall certify in writing to. the Board of Health. that the system.was. installed in substantial compliance.with.the. submitted. plans dated February 19, 2002, signed by the. designing engineer February 8, 2002: This variance is. granted because the physical. constraints at the. site severely restrict the location of the. soil absorption system. due to. the proximity of wells located,at neighboring properties and due to the presence of poor soils observed. only twenty to. forty feet easterly to. the proposed. leaching. facility location.. It is. the. opinion. of this Board. that the proposed new soil. absorption system is. designed. to meet the maximum feasible compliance standards contained within the. State Environmental. Code, Title V. Sincerely yours, Susan. G. Rask,. R.S. Chairperson Breisky DAB'$: 11 NAM \ e,j 3d�C. AX 1, ECEIVE® Town ®f Barnstable SCXW. DATB FEB 12 2002 Board of Health OWN OF BARNSTABLE 367 Main street, HyaAAts *v1A 02601 HEALTH DEFT. O%ice: 508-862-4644 Susen G:Rask,R.S. FkX: 508-790-6304 Sumner Kaufman,M,S.P.td. Ralph A.Murphy,M.D. VARIA! (CE R.E UE T FQRNI LOCATION - ' PropeM Address: 3 .I0_�.►�►.Q Pee l— M Assessor's Map and Parcel. Number: 0 OLP 17 7.6,5 Ac- Wetlands Within 300 Ft. Yes .X Business Name: No^� Subdivision Name APPLICANT'S NAME: `�e+&rT-M� �,�►a re e: � � _ P;,�+-c �-77����� Did the owner of the property authorize you to represent hur: or her? Yes _ No PROPERTY OWNER'S NIAME CONTACT PERSON Name: W r► f l r�iare, 'fit e•s�y Name: Addres 310, r�jff .f_. Address: PhoneGZ�Z(e_7 8 Phone VAP ANCE F`2om REGUL.kTION(List Reg) REASON FOR VARL3 N(1E(may attach if more space needed) faJR- 1we15 _(.',+ � c��ro ctrec,_w;+�• 8u.ta��e 3e�]� �artl e ct 1Checklist±'to be completed by office staff-person receiving variance request zpplicataurtj ` � Four(4)copies of engineered plan submitted(e.g,septic sysrem laps) _ C'our(a)copies of tlobr plan submitted (e.g. house plans or restaxant kitchen plans) _ Signed letter stating that the property owner authorized you to rr;resent him/her for this request Applicant understands that the abutters must be notified by certit.e mail at least ten days prior to meeting date at applicant's expense(for Title V and/or ocal sewage reg'< :tioR variances only) � _ Full menu submitted (for grease trap variance requests only :'af1+3nCZ request 2'1p)lCatlOn r CO!leCied is rie.far'iFcR ordmodif.�s, rirrnews,s urzaae rep+�rencerenrwrs(fame•�w*e '�rrx++Yl,00a•ae' e:nY%,knince renewais[same ownernesf only.Snn'14,Wces',n rapsir Fs.ted eeweje dsaprrss.rvsrsr.s -!no eapan0ion to riff bat'Aing yroper68J; _ Variance request submitted at least 15 days Prior to meetine at_e VARIANCE APPROVED � .- --- iusan G. Rask, R.S., Chairman NOT APPROVED ''trainer Kaufman, M.S.P.14. REASON FOR.DISAFFRON.4L Ralph A. Murphy, M.D. �;iw?;'✓kRIREQ LIST OF ABUTTERS RE: MAP 176 PARCEL 1-2 310 Pine Street,West Barnstable OWNER: William&Barbara Breisky 310 Pine Street West Barnstable, MA Assessors Map/Parcel Location Owner/Address 152/16 #275 Pine St. Jane Clinghan 275 Pine St. W. Barnstable,MA 02668 175/10 #471 Parker Rd. Jenkins Nominee Trust James A. Jenkins Trustee 227 Pine St. W. Barnstable,MA 02668 175/34 #305 Pine St. Lesley C. Wallace 305 Pine St. W. Barnstable,MA 02668 176/1-1 #290 Pine St. John A. Renner 11 Braddock Park#A Boston,MA 02116 176/1-3 #65 Shaws Lane Barnstable Land Trust Huldah Moss P.O. Box 224 Cotuit,MA 02635 176/2-2 #110 Shaws Lane Jenkins Nominee Trust James A. Jenkins Trustee 227 Pine Street W. Barnstable,MA 02668 176/25 #441 Parker Rd Ruth E. Jenkins 441 Parker Rd W. Barnstable,MA 02668 WILLIAM J. BREISKY 310 PINE STREET WEST BARNSTABLE, MA 02668 PHONE:(508)362-2678;Fnx(508)375-0023 February 7, 2002 To the Board of Health: Some reasons why we are seeking your immediate approval to complete the Title V system being installed by Ayotte Construction, at the site recommended by our engineer, Peter McEntee: l. Mr. McEntee feels the site he chose is the best option anywhere on our property. 2. Our well was installed in August of 1987 by Clifford Well Drilling at the most remote comer of the property, along Pine Street,after failed tests at sites off Pine Street, and adjacent to the Commonwealth Electric easement. 3. The chosen septic-system site is as far as we can get from the well. And it more than meets the requirements of the state. 4. A representative of your department,David Stanton, came to the site for the perc test, and said he felt the department would approve the selected site. 5. We had a working septic system in place, and are going through this process only because we are selling our home and must move on March 11. 6. Ayotte Construction had put a new septic tank in place when they hit.clay. The front of our property has been totally torn up and we are now in the position of having an incomplete septic system. 7. Our house,the Joseph Jenkins House, is on the National Register of Historic Places. The root system of our 300-400-year-old sycamore tree has been threatened by the excavation, and for that reason we engaged a professional arborist,Peter Childs,to be on hand during excavation,to assure that the tree suffers minimal damage. I am only seeking what I regard as a reasonable decision on your part. And would ask you to consider that our situation is aggravated by the fact that we have a daughter in a wheelchair who has difficulty accessing the house while the constructi continues. PE2f-11-"L002 07 :38 RM BREiSKY 508 375 0023 P. 01 R WILLIAM J. BREISKY 310 PINE STREET WEST BARNSTAB.LE, MA 02668 PHONE:(508)362.2578:FAX(508)3750023 February 11,2002 To Susan Rask and Thomas McKean Barnstable Board of Health Re.Septic Upgrade Variance Request Mood morning. You should now have in hand a revised plan,sent by our engineer,Peter McEntee,for the Title V septic system currently being installed at our property. We hope you will see fit to grant an in-house variance for this plan,Our request is based on the following circumstances: 1.A scenario recommended by Mr.McEntee was submitted to you in late January, following a satisfactory perc test,.with a request than an in-house variance be granted. The Health Department's response was that our contractor,Brian Ayotte,should proceed instead with Mr.McEntee's alternative plan,which placed the leaching field precisely 150, from our well. 2. We followed your directive, Our former leaching pit was destroyed. A new septic tank was installed last week and tied into.our plumbing But in excavating for a leaching field, Mr. Ayotte encountered clay. Work was halted. The result is that we are without a leaching field,and the new tank soon will be overflowing. 3. Moving our well is not an option. The well is located in a remote corner of our prop",equidistant from our old leaching pit(which was working satisfactorily)and our proposed new leeching field. This well was located in 1997 with difficuity,after Clifford Well Drilling encountered clay at three other sites,all of which would have been nearer and less expensive. 4. David Stanton has witnessed the pert test,the discovery of the clay and the location of the well—and the fact that we.have a new septic tank that soon will be overflowing. 5. None of the abutting properties have wells within ISO' of our proposed system. We are taking all necessary steps to prepare for a Feb. 19 hearing,and would be pleased to bring you our floor plan today if you wish to see it. But because we have now have a system with no leaching field,and a historic property that resembles a war zone....and because there is no viable alternative to Mr.McEntee's plan,which is well within state FEB-11-2002 09 :39 AM PREISKY 509 375 0023 P. 02 _Z. guidelines and because Mr.Ayotte and his equipment are being tied up here excessively..,.we respectfully request that you grant us a variance now. We would appreciate that enormously. Thank you.. Sincerely, TOWN OF BARNSTABLE 6v 26DI LOCATION 310 AI YzE s', SEWAGE # ft VILLAGE Li/4=6t— 6iMMS',C�c°�-- ASSESSOR'S MAP & LOT M Y® INSTALLER'S NAME&PHONE NO. 8A 1� � M -954fs SEPTIC TANK CAPACITY e i LEACHING FACILITY:.(type) S0o -S (size) /.?X.T4i X-2 NO. OF BEDROOMS _ ~ BUILDER OR OWNER PERMTTDATE: COMPLIANCE DATE: Separation Distance Between the: w 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 J � . poQdk �� 6,tua4 clyoft I6 �f n�— No. ,VDU -07� FEE_ V COMMONWEALTH OF MASSACHUSETTS V Board of Health, MA. APPLICATION FOP, DISPOSAL SYSTEM CONSTRUCTION PERMIT Application for a Permit to Construct( ) Repair( ) Upgrade(* Abandon( ) - Complete System ❑Individual Components Location -3 i(J Owner's Name Map/Parcel# M r �-2 Address (D �,,i.e � Sc.r4 E-c tj� 4 Lot# Lei-+ -2- Telephone# 60 3(02 C.7 0 6 �$ Installer's Name (� Designer's Name Address .zy •�"Z (Ars J Address 2 V I6') � p Telephone# Now. Zd— S � Telephone# 0n A7 _ ) f`1� � g Type of Building �S zs% 't`G�� //S B �1.c, Vill-,r k S:, Lot Size c1 / r 2 Z sq.ft. Dwelling-No.of Bedrooms 4— Garbage grinder( ) Other-Type of Building Ai JA No.of persons Showers ( ),Cafeteria ( j Other Fixtures AAA Design Flow (min.required) gpd Calculated design flow +40 Design flow provided 4-/+3,3 gpd Plan: Date �I rfJ Number of sheets Revision Date IVd A- Title Ra/JQ� _ u ti-eoi t ,oueasb . (li' 'i'p�i Ik ,(•F. L` GCXIAIJ 10Q- K Description of Soil(s) Q (, 11 AI AL `� LS 2 �� it -C d Soil Evaluator Form No. �� .M Name of Soil Evaluator Pei" /" Date of Evaluation J ywl I A5- DESCRIPTION OF REPAIRS ORALTERATIONS G x- / 3 T 5- The undersigned agrees to install the above described In 'vidual Sewage Disposal System in accordance with the provisions of TITLE 5 and further agrees to not t ace the�yste m era a rtificate of Compliance has been issued by the Board of Health. Signed Date P:� P�y Inspections 40. D� -d 7 S t FEE ` Board of Health, fa te MA. APPLICATION FOP, DISPOSAL'SYSTE '1[ CONSTRUCTION PERMIT Application for Permit to Construct( Repair( Upgrade( Abandon( ) ,Complete System ❑Individual Components Location '!>1� `:AR 1- cnf n S t z, K Owner's Name t ,, Map/Parcel# MA 1 & r C.0 �--•"2, Address s10 `[�,nB Jr� �)~�C,�.S r.�J A Lot#t LG'T Telephone# (o Z"`Z�i /U 2&En 8 Installer's Name n Designer's Name �•Q A 1 ° Y� A.O.!-lr�^ / taLLJ�- Address ez,, Address Iv TP y L. Yu_ orS+tAA Mt It 23 . cr 1-1 11u. d Telephone# (psi 2C7 -"-tS Telephone# Og A '7_ j �1( Type of Building 12t S`dgy1 C� /S 1 aS Vie, .,A a Lot Size ��s 2 Z'k sq.ft. Dwelling-No.of Bedrooms W Garbage grinder ( ) Other-Type of Building No.of persons Showers ( ),Cafeteria ( ) Other Fixtures MA 2 Design Flow(min.required), 4+ gpd Calculated design flow Design flow provided 443'3' gpd Plan: Date IIQ 1 ©- Number of sheets 2— Revision Date /A1 16' Title--- P601jaA►td ,�e� �� .)u�C lrr+t 0�1�1.�? , it) P,1" St- LUE�C.6,6 t,.t_A Description ofSoil(s) B'Zfm t� /Q rJI.. g� �S rlZ'�" i) 11 C' I �� ; t"��+ �ygr.e/ Soil Evaluator Form No. vvet%+A7 N►Name of Soil Evaluator PC k,( KC 5*1W Date of Evaluation 0 �4 Yw,ice' / DESCRIPTION OF REPAIRS OR ALTERATIONS 1 G P�' .Z• �' /�C 3 �•s '1 e t The undersigned agrees to instalhthe above des 'bed In 'vidual Sewage Disposal System in accordance with the provisions of TITLE 5 and further agrees to not to ce the�ysterrYin 7e, a Certificate of Compliance has been issued by the Board of Health. Signed l _ f '.Date Inspections � t t No: U 0 1—d Yq 1 fir F . d COMMONWEALTH Of MASSAC Board of Health, 1?C4rA i-r,6 MA. C EPTIFICATE OF I C 0 M&AT6_ ?aQ Description of Work: ❑Individual Component(s) ❑Complete System The undersigned hereby certify that the Sewage Disposal System; Constructed ( ),Reps,cd pgita'ded ( ),Abandoned ( ) by: LT/`cMY/7er?67Te at 3/0 1011yE 5-r UAC -z R / ZI has been installed in accordance with the provi1 si ns of 310 CMR 1.5.00 (Title 5) and th a e d sig>�§Pk,3f built plans relating to application No. Uo '�y� dated Approved Design Flow (gpd) Installer Op /l!/y079 ,]jA Designer: t�it/I�iVE�R/NG 14VP l�S~ Inspector: D 01r�t► _u Date: The issuance of this permit shall not be construed as a guarantee that the system will function as designed. No. 0 UJ `°`I FEE ^ - COMMONWEALT14 ®F MASSACHUS ETTS Board of Health, WA,:, A-&Oe MA. DISPOSAL SYSTEM[ CONSTRUCTION PERMIT Permission is hereby granted to; Construct( Repair( Upgrade( .) Abandon( ) an individual.sewage disposal,system at 31a uj,6 / as described in the application for Disposal System Construction Permit No. dated / 0 Provided: Construction shall be completed within three years of the date of this perm' All local conditions must be met. NOForm 1255 Rev.5/96 A.M.Sulkin Co.Boston,MA Date 2 1 Board of Health '� TOWN OF BARNSTABLE 1%v 26 LOCATION _ 3Z Ah&' :5', SEWAGE* VILLAGE (tld:6—i ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE NO. 8A1AV195W* _ 1- -0°l-aa SEPTIC TANK CAPACITY l o'o LEACHING FACILITY:.(type) J 00' 5 (size) f�X,34 X-Z NO.OF BEDROOMS BUILDER OR OWNER PERMITDATE: COMPLIANCE DATE: I "U i 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) d Feet Furnished by ° N-r TOWN OF BARNSTABLE - UNDERGROUND FUEL AND CHEMICAL STORAGE REGISTRATION a OWNER ANDINSTALLER INFORMATION ADDRESS: I1 ���wl MAP NO. r�� PARCEL NO. Qf) I f_ ..0 e� 1 reds /� t OWNER NAME: 1� � f t.� � 1 t' •,� y VILLAGE: w IAreds / 1+ J1 INSTALLATION DATE: BY: ADDRESS: CERT. NO. ���}1~I • TANK INFORMATION LOCATION OFTANK: �'~/ f �'} CAPAC I TY ! TYPE "�/ J�; AGE l!Q 1 FUEL/CHEMICAL f [�/`-L- E.//'o TESTING CERTIFICATION C ] PASS C ] FAIL DATE LEAK DETECTION C�] CHECK IF N/A TYPE/BRAND ZONE OF CONTRIBUTJJI``ON C ] YES C ] NO DATE TO BE REMOVED FIRE DEPT. PERMIT ISSUED YES CR] NO DATE CUNSERVATION Cy.] CHECK IF N/A DATE BOARD OF HEALTH TAG IIII NO. 30 ]C ]C ]C ] DATE PLEASE PROVIDE A SKETCH SHOWING THE TANK LOCATION ON THE BACK OF THIS CARD it ' -a • LEGEND • Rom 99 PROPOSED CONTOUR Bq 99 PROPOSED SPOT GRADE Screened ZIP 40 ---- EXISTING CONTOUR Via, g' LET 2 EXIST. CESSPOOLS 30.23 5 � � to be pumped & EXISTING SPOT GRADE MAP 176 FlIled with sand TEST PIT PARCEL 1-2 W EXISTING WATER SERVICE church st \ 2,05-tAc. LOCUS LOCUS MAP N.T.S. i 1 \ e GENERAL NOTES: 11 t F ® q• 1. ALL-CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL BOARD OF HEALTH AND THE DESIGN ENGINEER. o 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE cb Prop, � 3,; p4 Kok 1�&S$ \\ \\ LOCAL RULES AND REGULATIONS, EXCEPT AS REQUESTED BELOW: Sept/q 1� - - > LOCAL VARIANCE FROM WELL SETBACK: 9P 111� Shed /�i Tank 1) A 31' variance to the owners well, for a separation of 119'. p°q 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR 1 p0 '3 � TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE DESIGN ENGINEER. ti061� r--_` - , I 10' CQ ' 11 '� 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING c � lO FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN Qr a � ti 1 �9 ` O ENGINEER BEFORE CONSTRUCTION CONTINUES. 103 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF ��'� THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF -t ho 6� 100 HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. 1A�_,n0�a�'� �f'� 7. WATER SUPPLY PROVIDED BY PRIVATE WELL. 8. THERE ARE NO PRIVATE WELLS LOCATED WITHIN 150 OF THE S.A.S. OTHER THAN THE OWNERS WELL. 5 " P 9. ALL AREAS CLEARED FOR CONSTRUCTION ARE TO BE RESTORED TO �_� �3��z �� �� ;/ Q A CONDITION AGREED UPON BY THE OWNER AND CONTRACTOR. 1.0. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE � ���, , . :: 3.:`•.•:•.''',.�.':.'.�:•,.:.,..:1. . fly\ �,,-. � ��I''.;•." s� , THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING O I ni �� fie CONSTRUCTION. ► :•: i .4 < BENCHMARK Q I;., I IT 09 �1A2' 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS RT. COR. TOP STEP IN THE AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF THE S.A.S. well 1 �Z• p EL: 107.20 assumed 119' to wners � Ir--- 33.5' 0 1 � 1 (assumed) AND REPLACE WITH CLEAN FILL AS SPECIFIED IN 310 CMR 255(3). TP EL 103.83 c}5 W 1o�9a �� PLAN REVISION: i 1. 2/8/02 RE-SITED S.A.S. DUE TO POOR SOILS ENCOUNTERED WITHIN THE ,��c15 152' ,03pg %pP'z stone Wall 103' AREA OF THE ORIGINAL DESIGN LOCATION, 66 06010' -W e df �oVerner, PROPOSED SEPTIC SYSTEM UPGRADE PETER T. �� r1o2�3 ,o° \\\\ �� McIVILE 310 PINE STREET, WEST BARNSTABLE, MA 1Q �Q , 1NE S TREE / !! No, 35109 Prepared for: Barbara Breisky, 310 Pine Street, West Barnstable, .MA \ I �FGISA�� `�� Engineering by: Surveying by: SCALE DRAWN JOB. NO. SCALE! 110=2010 �FSS' 1� Engineering Works TeryA. Warner P.L.S. 1"=20' P.T.M. 04-02 23 Deer Hollow Road 22 Long Road Forestdole, MA 02644 Harwich, MA 02645 DATE CHECKED SHEET NO. 0 20 40 61-1 (508) 477-5313 (508) 432-8309 02/19/02 P.T.M. 1 Of 2 r PR❑VIDE RISER .OVER D-BOX NOTE: TO PREVENT BREAKOUT, THE PROPOSED TOP OF FOUNDATION TO WITHIN 6' OF FINISH GRADE F.G. EL: 103.8t FINISH GRADE SHALL NOT BE < EL:100.5 EL:106.67 F.G. EL: 1 o3.8t FOR A DISTANCE OF 15' AROUND THE F.G. EL: 106.5t F.G. EL: 106.4t PERIMETER OF THE S.A.S. (EXISTING) MAINTAIN 2% MIN SLOPE OVER S.A.S. PARTIAL CELLAR INSTALL RISERS W/COVERS OVER INLET R. 3-500 GALLON LEACHING CHAMBERS i INSTALL RISER OVER ONE CHAMBER & OUTLET TO WITHIN 6" OF FINISH GRADE '� L SERIES WITH STONE ALL SIDES ��WITH HEAVY DUTY FRAME & COVER L =10' ri L -39' _ , SET TO FINISH GRADE 4" SCH 40 PVC 4" 5CH 40 PVC L -�O S= 2% (MIN,) 4" SCH 40 PVC lo• 14' @ S= 1% (MIN.) @ S= 1% (MIN.) a®93 a ` 2' EFF, DEPTHrFFECTIVE aaaa a8 INV.EL: 103,00 PROPOSED 1500 GAL. INV. ELEV,=100.39 INV. ELEV.=100.22 SEPTIC TANK • ~ INV.EL: 102.75 WIDTH INSTALL INLET & OUTLET TEES TIE INTO 4" C,f. PIPE INV. ELEV.=100.00 OUTSIDE FOUNDATION GAS BAFFLE TO BE INSTALLED ON OUTLET TEE AS MANUFACTURED BY INV.EL 103.Sf TUF-TITE, ZABEL, OR EQUAL TOP CONC. ELEV.=100.8 —BREAKOUT ELEV.=100.5 SEPTIC TANK & D-BOX SHALL BE SET LEVEL AND TRUE TO INV. ELEV.=100.00 ®��a® GRADE ON A MECHANICALLY COMPACTED SIX INCH CRUSHED WIS �aaa�� STONE BASE, AS SPECIFIED IN 310 CMR 15.221(2). a., Ha°Ma BOTTOM ELEV:=98.00 4 3xe,5' = 25.5` 4I� 5' MIN ABOVE MAX, SEASONAL EFFECTIVE LENGTH = 33.5' (3) 5" DIA.OUTLETS SEPTIC SYSTEM PROFILE HIGH GROUNDWATER ELEVATI❑N N❑ G,W, ENCOUNTERED LEACHING SYSTEM SECTION 16 ' N.T,S. BOTTOM OF TPA EL, 91.8 p � MAf fq�� PETER 15.5' DESIGN CRITERIA o McENTEE y CIVIL T SOIL LOG No. 35109 Z' KT•Y• NUMBER OF BEDROOMS: 4 BEDROOMS E0 DATE: JANUARY 10, 2002 D-BOX SOIL TYPE: CLASS I !i Kam-- SOIL EVALUATOR: PETER MCENTEE DESIGN PERCOLATION RATE: 2 MIN./IN. INSPECTOR; DAVID STANTON-AGENT DAILY FLOW: 440 G,P.D. 10'-6" REF# P10,145 DESIGN FLOW: 440 G,P.D. (MIN. REQ'D) Elev. TP Depth GARBAGE GRINDER: NO 3 - 20" Diu. Covers 103.8 A SANDY LOAM 01. LEACHING AREA REQUIRED: (440) = 594.6 S.F. INVERT ®ICI®® I®®®131 1 10YR 3/2 74 ®E3EDE0E3®®®I®®® 39" 5-8.. ��/ i 101.6 e 26" SEPTIC TANK REQUIRED: 1500 GALLON (MIN. REQ'D) ®I�!®®®®®�®�® LOAMY SAND 24" ®lafla®®®EREm®®® 10YR 5/8 102" 100.3 C1 42" USE 3-500 GALLON LEACHING CHAMBERS IN SERIES SECTION - 6" Dla. outlets FINE SAND SIDEWALL AREA: 2(12.4' + 33.5') X 2 = 183.6 S.F. 4" 2.5Y 6/6 BOTTOM AREA: 12.4' x 33.5' = 415.4 S.F. 4' KNOCKOUT 0 99.2 C2 55" TOTAL AREA: 599.0 S.F. 20' DIA, COVER e KNOCKOUT �/ V KNOCKOUT 62" a 2.5Y 7/6 DESIGN FLOW PROVIDED: 0.74(599.0) = 443.3 G.P.D. FINE SAND 60" PERC V-8" 4'-7' 48" Liquid Level 4'-4" 4' KNOCKOUT EDeer ROPOSED SEPTIC SYSTEM UPGRADE 4" 3" PLAN 91.8 144" 0 PINE STREET, WEST BARNSTABLE, MA '1500 GALLON CAPACITY, H--10 LOADING PERC RATE: <2 MIN/IN. ("C" HORIZONS) for: Barbara Breisky, 310 Pine Street, West Barnstable, MA 500 GALLON CAPACITY, H-10 LOADING SEPTIC TANK by: Surveying by: SCALE DRAWN JOB. N0. CHAMBERS KT� Engineering TerryA �i'arner'P.L.S. N.T.S. P.T.M. 04-02 KTs llow Road 22 Long Road MA 02644 Harwich, MA 02645 DATE CHECKED SHEET NO. 5313 (508) 432-8309 D2�19/02 P.T.M. 2 0� I, r 1 ' S 1 LEGEND RpU� 99 PROPOSED CONTOUR fyq y9 PROPOSED SPOT GRADE SbtdenEd qqq -` 40 --- EXISTING CONTOUR o, LOT 2 ro EXIST, CES P� OOLS 30.23 a EXISTING SPOT GRADE 4, �12w� MAP 176 To be pumped & PARCEL 1-2 011ed with sand TEST PIT 89,122+S.F. W-- EXISTING WATER SERVICE Church SA \\ �� 2.05±Ac, POU �D l ` LOCUS LOCUS MAP N.T.S. GENERAL NOTES: i' A `\�� llg2 \\��, _� �/ ��� t/ /1 ® 1\ �� 1• ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL --N BOARD OF HEALTH AND THE DESIGN ENGINEER. 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE ' _J✓� O� Setup, ',,& _ AgZL;ar �l�q �� �\ `\ LOCAL RULES AND REGULATIONS, EXCEPT AS REQUESTED BELOW: ate ' %%Z ~ g c"s i~ Tank 6 1 \\ + �3q LOCAL VARIANCE FROM WELL SETBACK: 1 sbecl �r �q / �, a2 +� ��' 1) A 31 variance to the owners well, for a separation of 119 . M 10�?�9 ro 3 TOE SEWAGE INSPECT INSPECTION AND APPROVAL BY TSPOSAL SYSTEM L E NBOARD OF OT BE HEALTHAND THE 1, DESIGN ENGINEER. 1p� CQpP r t 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING C, / �qt,• `� I ob FROM THOSE SHOWN HEREON .SHALL BE REPORTED TO THE DESIGN a \ 19 O� ENGINEER BEFORE CONSTRUCTION CONTINUES. 0 a I 4O U B� TjNC I! p 1q�' 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. O O / r • �_ _ ,r+� T SF� M � _./ 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF 1 THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL OF .- L BOARD i 1 I •a-"--� '� Z � 6 / _ _ JOG HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. 7. WATER SUPPLY PROVIDED BY PRIVATE WELL. r'1C5 it �� / �- 8. THERE ARE NO PRIVATE WELLS LOCATED WITHIN 150' OF THE S.A.S. -_2t° OTHER THAN THE OWNERS WELL. 9. ALL AREAS CLEARED FOR CONSTRUCTION ARE TO BE RESTORED TO i _If Box �� � r i / Q A CONDITION AGREED UPON BY THE OWNER AND CONTRACTOR. a r 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE THE LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO BEGINNING I ,.. O O :.i t CONSTRUCTION. q2. BENCHMARK 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS wners well- I� R' RT. COR. TOP STEP IN THE AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF THE S.A.S. 119, to 33,5' 01 1q2' 10 EL: 107.20 (assumed) AND REPLACE WITH CLEAN FILL AS SPECIFIED IN 310 CMR 255(3). q ��. EL 103.83 9') w �� 1ggc�43 // PLAN REVISION: ,q�g� 152 103a`I �q3 � .Mane watt 1qc' /e // 1. 2/8/02 RE-SITED S.A.S. DUE TO POOR SOILS ENCOUNTERED WITHIN THE pF MAs AREA OF THE ORIGINAL DESIGN LOCATION. i f 6�'J6'10' e o� pp,vet�ekt�? � �0c"E�Ig \ �' o� PETER T, �� PROPOSED SEPTIC SYSTEM UPGRADE 3 �,' o McENTEE 310 PINE STREET, WEST BARNSTABLE, MA \ 1gAa 1gp1& 4UNE STREET' °° \ � � � CIVIL \ No, 35109 Prepared for: Barbara Breisky, 310 Pine Street, West Barnstable, .MA A /SAER�� �� Engineering by: Surveying by: SCALE DRAWN JOB, NO. SCALE, 1'=20' IFS Engineering Works Terry A. Warner P.L.S. 1"=20- P.T.M. 04-02 23 Deer Hollow Road 22 Long Road DATE b Forestdale, MA 02644 Harwich, MA 02645 CHECKED SHEET NO. 0 20 40 (508) 477-5313 (508) 432-8309 02/19/02 P.T.M. 1 Of 2 TOP OF FOUNDATION ,PROVIDE RISER OVER D-BOX NOTE: TO PREVENT BREAKOUT, THE PROPOSED TO WITHIN 6' OF FINISH GRADE F.G. EL: 103.8t FINISH GRADE SHALL NOT BE < EL:100.5 EL:106.67 FOR A DISTANCE OF 15' AROUND THE F.G. EL: 106.5t F.G. EL: 106.4t F.G. EL: 103.8t PERIMETER OF THE S.A.S. (EXISTING) MAINTAIN 2% MIN SLOPE OVER S.A.S. PARTIAL CELLAR INSTALL RISERS W/COVERS OVER INLET 3-500 GALLON LEACHING CHAMBERS INSTALL RISER OVER ONE CHAMBER L =10' & OUTLET TO WITHIN 6" OF FINISH GRADE �i, IN SERIES WITH STONE-ALA, SIDES WITH HEAVY DUTY FRAME & COVER t.. SCH 40 PVC L =39' L =22'(MAX) SET T❑ FINISH GRADE 4" SCH 40 PVC 4" SCH 40 PVC = 2% (MIN•) LL in• ,..ia• @ S= 1% (MIN.) @ S= 1% (MIN.)EL: 103.00 PROPOSED 1500 GAL. INV. ELEV.=100.39 INV. ELEV.=100.22 2' EFF, DEPTH as®®®®�®®H SEPTIC TANK 3,6' 52' 3.6' INV.EL: 102.75 FFECTIVE WIDTH = 12,4' INSTALL INLET & OUTLET TEES TIE INTO 4" C.I. PIPE INV. ELEV.=100.00 OUTSIDE FOUNDATION GAS BAFFLE TO BE INSTALLED ON INV.EL: 103.5t OUTLET TEE AS MANUFACTURED BY TUF-TITE, ZABEL, OR EQUAL TOP CONC. ELEV.=100.8 -BREAKOUT ELEV.=100.5 SEPTIC TANK & D-BOX SHALL BE SET LEVEL AND TRUE TO INV. ELEV.=100.00 ®®®a® GRADE ON A MECHANICALLY COMPACTED SIX INCH CRUSHED ®®®® �® ®®� STONE BASE, AS SPECIFIED IN 310 CMR 15.221(2). ®®®m 13E3 mom BOTTOM ELEV.=98.00 4 3 x 8.5' = 25.5' 4' MIN, ABOVE A AL (3) 5" DIA.OUTLETS SEPTIC SYSTEM PROFILE HIGH GROUNDWATER ELEVATION EFFECTIVE LENGTH = 33.5' QN NO G,W, ENCOUNTERED LEACHING SYSTEM SECTION BOTTOM OF TP, ELF 91.8 - 15.5• �� !; 9 o PETER T G� DESIGN CRITERIA McENTE �. CIVIL ' � SOIL LOG No. 35109 2' "T•'• NUMBER OF BEDROOMS: 4 BEDROOMS R�GISZE��� D-BOX DATE: JANUARY 10, 2002 SOIL TYPE: CLASS I �FSS E nTs SOIL EVALUATOR: PETER MCENTEE DESIGN PERCOLATION RATE: 2 MIN./IN. INSPECTOR: - DAVID STANTON-AGENT G 10'-6" REF# P10,145 DAILY FLOW: 440 G.P.D. }Ul�' DESIGN FLOW: 440 G.P.D. (MIN. REQ'D) 1 Elev. TP Depth GARBAGE GRINDER: NO 3 - 20" Mo. Covers 103.8 A SANDY LOAM 01. LEACHING AREA REQUIRED: (440) = 594.6 S.F. INVERT ®1E3® Q IH®®E3 l 1 OYR 3/2 .74 ® O 39" 1 101.6 26" ,® ® ®®®® 5 -8. CIBLOAMY SAND SEPTIC TANK REQUIRED: 1500 GALLON (MIN. REQ D) 2a" E1t�®®®®®®®® 0 t0YR 5/8 102" 100.3 C1 42" USE 3-500 GALLON LEACHING CHAMBERS IN SERIES SECTION V 6" Dia. Outlets FINE SAND SIDEWALL AREA: 2(12.4' + 33.5') X 2 = 183.6 S.F. 4. 2.5Y 6/6 BOTTOM AREA: 12.4' x 33.5' = 415.4 S.F. 4' KNOCKOUT ''}•' 20' OLA. COVE O 99.2 C2 55" TOTAL AREA: 599.0 S.F. e KNOCKOUT O/4" KNOCKOUT g2" FINE SAND DESIGN FLOW PROVIDED: 0.74(599.0) = 443.3 G.P.D. 5'-8" 4'-7' 48" Liquid Level 4'-4" 2.5Y 7/6 60" PERC 4" KNOCKOUT 4" 3" PROPOSED SEPTIC SYSTEM UPGRADE PLAN PERC RATE: <2 MIN/IN {"c'144 HORIZONS) 310 PINE STREET, WEST BARNSTABLE, MA . 1500 GALLON CAPACITY, H-10 LOADING Prepared for: Barbara Breisky, 310 Pine Street, West Barnstable, MA 500 GALLON CAPACITY, H-10 LOADING SEPTIC TANK Engineering by: Surveying by: SCALE DRAWN JOB. NO. CHAMBERS Engineering Works Terry A. Warner P.L.S. N.T.S. P.T.M. 04-02 KTs 23 Deer Hollow Road 22 Long Road --- Forestdale, MA 02644 Harwich, MA 02645 DATE CHECKED SHEET NO. (508) 477-5313 (508) 432-8309 02/19/02 P.T.M. 2 of 2 1 fr p LEGEND RO�� ss PROPOSED CONTOUR cq F-991 PROPOSED SPOT GRADE S b1c19 ehed °p0 T — 40 - EXISTING CONTOUR g EXIST. CESSPUL LS 30.23 �CJT 2 o EXISTING SPOT GRADE 11� 5 MAP 176 To ,be pumped & ` PARCEL 1-2 sand TEST PIT Pilled with 11n'�9 89,122fS.F, v W-- EXISTING WATER SERVICE cnor�n s+ ?.0c, �° 5±A ROVE B �P sr Qo�, LOCUS N`� pad LOCUS MAP N.T.S. GENERAL NOTES: ALL CHANGES TO THIS PLAN MUST BE APPROVED__BY THE LOCAL BOARD OF HEALTH AND THE DESIGN ENGINEER. ---- -� �� 2• ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE ocb Sep � 10F' 3 - P4 '0 � (�'S �� `�\ LOCAL RULES AND REGULATIONS, EXCEPT AS REQUESTED BELOW: 9q �1103 a i~ Tank 06�2 50 LOCAL VARIANCE FROM WELL SETBACK: 1) A 31' variance to the owners well, for a separation of 119'. �po`Og Pr�a � 1Q$3�. /�� E� ti p°i 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR ti TO INSPECTION AND APPROVAL.BY THE BOARD OF HEALTH AND THE DESIGN ENGINEER. 1°�Olq -' = ~�J i I 10, C 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING oaP �b ` P� FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN ENGINEER BEFORE CONSTRUCTION CONTINUES. 0 `° •Y x j 4 �F�RNG ! O 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. i �Q• r�1 �_` ! hpUSF< ��M t _i 6. THE. DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF �� �� y�• / 1 '� O,r,lo '31pJ j '10 -`- THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF 100 HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. �_,A°q 1° �� f/ l5 / �(�0 � ('C' 7. WATER SUPPLY PROVIDED BY PRIVATE WELL. �� rJ N� ��� ��� �� /f - S. THERE ARE NO PRIVATE WELLS LOCATED WITHIN 150' OF THE S.A.S. i 2 OTHER THAN THE OWNERS WELL. Proper \��`��� r i', �'"� // 9. ALL AREAS CLEARED FOR CONSTRUCTION ARE TO BE RESTORED TO �_f-Box �� I� �� Q A CONDITION .AGREED UPON BY THE OWNER AND CONTRACTOR. Ku 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE oTHE LOCATION O O � �'. I u \ '-'/ �,e �� CONSTRUCTION.OF ALL UNDERGROUND UTILITIES, PRIOR TO.BEGINNING Q {'.... { BENCHMARK 1 I o° A2. 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS -L gip RLS� .; row 1 _- - I 2�3 R' RT. COR. TOP STEP IN THE AREA BENEATH AND FOR 5 FT. ON ALL SIDES.OF THE S.A.S. 119' to wners we« 33.5' a 1° 10 EL: 107.20 (assumed) AND REPLACE WITH CLEAN FILL AS SPECIFIED IN 310 CMR 255(3). E� 103.83 9< W � S°�� // PLAN REVISION: 1. 2/8/02 RE SITED S.A.S. DUE TO POOR SOILS ENCOUNTERED WITHIN THE st�:'np a' ,� i// MqX AREA OF THE ORIGINAL DESIGN LOCATION. I i \ ! -- — r�(ge °TaVe�e4�� `� � �' o��� PETER T. ��� PROPOSED SEPTIC SYSTEM UPGRADE --�----— 3 O i' McENTEE FINE STREETI°� °° ' CIVIL 310 PINE STREET, WEST BARNSTABLE, MA ti �� ; No. 35109 Prepared for: Barbara Breisky, 310 Pine Street, West Barnstable, .MA �'FGISAE �Q Engineering by: Surveying by: SCALE DRAWN JOB. NO. SCALES 1'=20' �OFFs Engineering Works Terry A. Warner PJ.S. 1"=20' P.T.M. 04-02 23 Deer Hollow Road 22 Long Road Xj f�j/ Forestdole, MA 02644 Harwich, MA 02645 DATE CHECKED SHEET NO. 0 20 40 �`v — (508) 477-5313 (508) 432-8309 02/19/02 P.T.M. 1 of 2 Church St. \ Locus P/nP St Q-O�a r DH IN STN WALL QpfY-e \ - 97.12 1 9Ac" ss 112.65 Screened oQ ,p bIag. � Lot 3 a 113.79 2.05+/- ACRES LOCATION MAP 4 Map 176 6 Parcel 1-2 \ O ^' r x 107.11 Map 176 Parcel 1-2 F \ 110.72 na Proposed Addition \ Wlthin Existing Footprint 98.59 106.58 Garage 111.67 I �� e102 \ DH�IN STN WALL 41 106.14 e - 111.03 111.22 x 107.05 /1p 106.a9 107.0 Shed ."-_- Ret. wall \\ 108.39 6 WELL �0 �106.01 - Erick O.N.V. - Terrace 9� / p' 8.75 106.52 � Fd 105.10 n. � 101.92 UP o¢a¢ 105.18 .O Edge op l n,,.` Q dI\ 104.81©" . ' . ' x 105.57 f - Prop. 10618 ` 98.44 - j 2$2 Crawl / I a 306.93 Cesspool 66 36. 104.40 Ip� 106.25) ! O <' 104.95 -Y04-� - - -� -- .-- �� / N310 ,Ob � 83 � 98.98 ^_ 103.83 T17F=106.67 E' 1 104.69 TP103.49 x 7351 VP�Pi 5 t�] �J7-1 9. ' y` n 10414 . M / 98.07�cYg 103.29 106.15 103.79 [z -w t 102.95 42. 4.b' 30.1 R=1 -'- 102.73 98� 100.�01.38 � �� 97.70 x 102.59 al PLAN OF LAND IN 56 UP 91/2 / j / LEST BARrVSTABLE; rLlA. PREPARED FORS 4, G�t" / 0 a9¢ DOIlCLAS T. FEAROW o / ¢ °4 Scale. 1"=20' JUNE 18, 2008 / Re v. 8/22/05 �197.54 / TERRY A. IYARYVER, P L.S scale; 1'=20' 22 LONG ROAD Owner of Records Douglas T. 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APOR 6ARRLR r RIND POTST PJM 60AAD WSWAATK71i U DI:,R 3LAD AM VMTK:ALLY On t CIICATIOn WALlA W/GUM 1•!UM aC*K)TLgPMXGOLA - DACKq.L umM✓LASS W/DI!L W-T PLl • . . ••� M<SCKMOCALLY COMPACTW 40•COnC 1.OI/'DA710n MALL N/ THU 2"AlARA TOP AND lOTT'OM DACKPLA-PCIU4DATKX4 WALLS WRn LGOCT COMPACT'!D P LL 4C7I9e COME POOTMO KGYWAY r, ►d�.�S• 1A17 'S RkDA,q�.y p 4A..Y 2000�T G.@rQ�`cC+�, v"Ww By, Qlv !y s Poo SCALM No. 1828 Z � p. SECTION: o MASS.BAST DENNIS, y PRAWnG X f o 0f M Ass'G� �� { LEGEND (' 99 PROPOSED CONTOURCq RoUTf F991 PROPOSED SPOT GRADE Scree,•�ed EXISTING CONTOUR LET 2 o EXIST CESSPOOLS 30.23 EXISTING SPOT GRADE 4i MAP 176 TO Ice filled pumped h and ® TEST PIT 9 PARCEL 1-2 W---- EXISTING WATER SERVICE chwcn s+ V/,/U \ ! 2.05±Ac. �D � \\ ( I ROVE o"s �• LOCUS ! c� LOCUS MAP N.T.S. GENERAL NOTES: `\ `\ \1G �� ( / \` ��� `�� 1• ALL CHANGES. TO THIS PLAN MUST BE APPROVED BY THE LOCAL BOARD OF HEALTH AND THE DESIGN ENGINEER. �1�' • '� `\ i o° ��� �� 2•Q ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS 1 OF +THE STATE ENVIRONMENTAL .CODE, TITLE V, AND. ANY APPLICABLE ✓ GI a Br tp, \0 ; _ '00 zia` � p '� �\ `\ LOCAL RULES AND REGULATIONS, EXCEPT AS REQUESTED BELOW: �h 1\1� S '_ a oi� Tnnk� �Or��� ! �` \\ 50 LOCAL VARIANCE FROM WELL SETBACK: P ed 1) A 31' variance to the owners well, for a separation of 1 19'. 1064✓4 10� 9 moo , ( \i \ ti p°► 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR 1p1 M t �'� TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE 10, �r i DESIGN ENGINEER. A ! s I c4 '� 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING c'y �� , P FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN ENGINEER BEFORE CONSTRUCTION CONTINUES. 5. ALL\ELEVATIONS BASED ON ASSUMED DATUM. / r • 1 = _ i y �j 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF �� i� a� f•�~ �,—� �. `� �'`'�1p6�JO9 j ;.1 THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. 7. WATER SUPPLY PROVIDED BY PRIVATE WELL. o V Q�- 8. THERE ARE NO PRIVATE WELLS LOCATED WITHIN 150' OF THE S.A.S. rL o \o - , ,' oo ` '. OTHER THAN THE OWNERS WELL. �1 `�0j� . Q� 9. ALL AREAS CLEARED FOR CONSTRUCTION ARE TO BE RESTORED TO A CONDITION AGREED UPON BY THE OWNER AND CONTRACTOR. M. ,Q DIY�..r_.,. :�?�.. •. . ,:,;I per\ o. 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING O O ,�.1 � CONSTRUCTION. BENCHMARK ,1� I` : ".• I ag ` ' Q2P11, WHERE REQUIRED CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS ,f 1/, wners we« a� ���j� Q R j EL:RT. 107.COR TOP STEP IN THE AREA BENEATH AND FOR '5 FT. ON ALL SIDES OF THE S.A.S. to I -- 33,5' 1 EL: 107.20 (assumed)TP AND REPLACE WITH CLEAN FILL AS SPECIFIED IN 310 CMR 255(3). 10 i� EL; 103,83 PLAN REVISION:. �vaif p3,2`� am% 1. 2/8/.02 RE-SITED S.A.S. DUE TO POOR. SOILS ENCOUNTERED WITHIN THE 'l r,5 152 LO�� 1 stare f�f ;e 1 � ' � ail OF MR f AREA OF THE ORIGINAL DESIGN LOCATION. 66*36'10' W ���v��ren oF' j01:31'3 PROPOSED SEPTIC SYSTEM UPGRADE °`'s9 �" f';'INE STREET'°2 °° I EE 310 PINE STREET, WEST BARN STABLE, MA 1p \ r LN � No. .351 Prepared for: Barbara Breisky, 310 Pine Street, West Barnstable, MA Engineering by: Surveying by: SCALE DRAWN JOB, NO. SCALE, 1'=z0' Enginearfng Works Terry A. Warner P.L.S 1 "=20' P.T.M. 04-02 23 Deer Hollow Road 22 Long Road 0 20 40 Forestdale, MA 02644 Harwich, MA 02645 DATE CHECKED SHEET NO. �. �`v (508) 477-5313 (508) 432-8309 02/19/02 P.T.M. . 1 Of 2