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HomeMy WebLinkAbout1577 FALMOUTH ROAD/RTE 28 - Health 1577 Falmouth Rd M.S.P.C.A 209-083 Centerville i No. 4210 1/3 ORA ,: 73. 10% SST. CENTERVILLE-OSTERVILLE-MARSTONS MILLS FIRE DISTRICT \ DEPARTMENT OF FIRE-RESCUE&EMERGENCY SERVICES 1926 1875 Route 28•Centerville, MA 02632-3117 508-790-2375 x1 • FAX: 508-790-2385 Michael J.Winn,Chief Martin O'L.MacNeely, Fire Prevention Officer Byron L.Eldridge,Deputy Chief Michael G.Grossman,Fire Prevention Officer March 11, 2019, Robin Anderson, Zoning Officer Town of Barnstable Building Department 200 Main Street Hyannis, MA 02601 Re: Response to the MSPCA on March 7, 2019 Dear Robin, On Thursday March 7, 2019, this department responded to a call at the MSPCA at 1577 Falmouth Road in Centerville which required the response of multiple agencies. Your quick response to my request to send gas,building, and health inspectors to the scene was a tremendous help to the fire department. The relationship between our departments makes for excellent inter-agency cooperation in the time of an emergency. The quick response by all the inspectors was extremely helpful to the emergency personnel at the scene. Respectfully, Michael Grossman Fire Prevention Officer COMM Fire Department cc: Town of Barnstable Board of Health' Town of Barnstable Building Commissioner Florence Town of Barnstable Gas Inspector "Commitment to Our Community" No.( �6 _ G"� "yS r FEE COMMONWEALTH Of M ASSACHUSETTS Barnstable Board of Health, MA. APPLICATION FOP DISPOSAL SYSTEM[ CONSTRUCTION PERMIT x Application for a Permit to Construct( ) Repair( ) Up�rade( ) Abandon( ) 0 Complete System $[Individual Components Location 1577 Falmouth Road(Centerville) Owner's Name MA Society for the Prevention of Cruelty to Anir als Map/Parcel# Map 209 Parcel 83 Address 350 Huntington Avenue,Boston,MA 02130 Lot# Telephone# 617-541-5176(Joseph Silva-MSPCA) 1N t_k/✓/'- Designer's Name Bracken Engineering,Inc. Installer's Narm (�^t Address ?.z J Address 49 Herring Pond Rd. Buzzards Bay,MA 02532 Telephone# '. v 3 Telephone# 508-833-0070 Type of Building Commercial-Animal Hospital/Adoption Agency Lot Size 189,840+/- sq.ft. Dwelling-No.of Bedrooms Garbage grinder ( Animal Hospital-24 Kennels a 50 GPD/Kennel&60 visitors @ 3 GPD/visitor Other-Type of Building No.of persons Showers ( ),Cafeteria ( ) Other Fixtures Design Flow (min.required) 1,380 gpd Calculated design flow 1,380 Design flow provided 1,539 gpd Plan: Date November 15,2016 Number of sheets I Revision Date Title Proposed Subsurface Sewage Disposal System in Barnstable,MA,prepared by Bracken Engineering,Inc.,dated 11/15/2016 Description of Soil(s) See Record Plan for details Soil Evaluator Form No. Name of Soil Evaluator Date of Evaluation DESCRIPTION OF REPAIRS OR ALTERATIONS Raze existing buildings and remove existing septic tanks and D-Box. Construct new animal hospital/adoption agency building with a new 6,000 gallon(2)compartment septic tank and new D-Box. Existing soil absorption system to be maintained. The undersigneVee install the above cribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and further agreesace ffie system in p ration until a Certifica4Coance has been issued by the B alth. Signed ��� Date � �tti OF DONAL F. �s Inspections AC . JR. O _ A, No. ft� -b .. `' FEE X� ...._. C®MMONWFALTU F MASSAC14USETTS Board of Health, Barnstable MA APPLICATION FOP, DISPOSAL SYSTEM CONSTRUCTION PERMIT x Application for a Permit to Construct( ) Repair( ) Upgr_ade( Abandon( ) '- ❑Complete System Individual Components Location 1577 Falmouth Road(Centerville) {� ��`"" " Owner's Name MA Society for the Prevention of Cruelty to Anin als Map/Parcel# 4ap209 Parcel 83 Address- 350 Huntington Avenue,Boston,MA 02130 Lot# Telephone# 617-541-5176(Joseph Silva-MSPCA) Installer's Na "fJ a'< IV L ( Designer's Name Bracken Engineering,Inc. Address ,� Address 49 Herring Pond Rd. Buzzards Bay,MA 02532 11 Telephone#-''"' -.� _ f;��� '"c C i? Telephone# 508-833-0070 Type of Building Commercial-Animal Hospital/Adoption Agency Lot Size 189,840+/- sq.ft. Dwelling-No.of Bedrooms Animal grinder O imal Hospital-24 Kennels @ 50 GPD/Kennel&60 visitors @ 3 GPD/visitor 60 Other-Type of Building No.of persons Showers ( ),Cafeteria ( ) Other Fixtures Design Flow (min.required) 1,380 gpd Calculated design flow 1,380 Design flow provided 1,539 gpd Plan: Date November 15,2016 Number of sheets I Revision Date Title .. Proposed Subsurface Sewage Disposal System in Barnstable,MA,prepared by Bracken Engineering,Inc.,dated 11/15/2016 Description of Soil(s) See Record Plan for details s Soil Evaluator Form No. Name of Soil Evaluator_ Date of Evaluation DESCRIPTION OF REPAIRS OR ALTERATIONS Raze existing buildings and remove existing septic tanks and D-Box. Construct new animal hospital/adoption agency building with a new 6,000 gallon(2)compartment septic tank and new D-Box. Existing soil absorption system to be maintained. The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with t TITLE 5 and further agrees not o p1�e-the systet iri operation until a Certificate o C m liance has been issued by 4 Signed N/ ► j�/ l`- Date1 l� ��y DC NALD F. 0 BRACKEN, R. m Inspecti8n•s- �"�"""� ~ 9 F _ No. FEE COMMONWEALTH Of ]MASSACHUSETTS Board of Health, r- V'�'t 6+ \'- , MA. CERTIFICATE OF COMPLIANCE Description of Work: ❑Individual Component(s) ❑Complete System The undersigned hereby certify that the Sewage Disposal System; Co �trcted ( ),Repaired ( ),Upgraded ( ),Abandoned ( ) by e jJA�,.,�/,� 1<1- 1 at tatmutitk, KoccAv has been installed in accordance with the provisions of 310 CMR 15.00 (Title 5) and the approved design plans/as-built plans relating to application No. dated Approved Design Flow (gpd) Installer �l�Y /`/✓t Designer: Inspector: Date: The sissuance of this permit shall not be construed as a guarantee that the system will function as designed. +� No. fi' / FEE ! ✓� CO"MMONWEALT14 ®F MASSAC14USETTS Board o Health, e t I )� f ,.MA. DISPOSAL. SYSTEM CONSTRUCTION PERMIT Permission is hereby granted to; Construct( ) Repair( ) Upgrade(V) -Abandon( ) an individual sewage disposal system at �J w1 :1 �� 1m t zt� ROC,t d C �r)Ar�i 1 x A 1� •'�{�D'',� as described in the app hcation for Disposal System Construction Permit No.r—"��/� _965dated )0 Provided: Construction shall be completed within three years of the date of this per it. '` cal conditions must be met. Form 1255 Rev.5/96 A.M.Sulkin Co.Boston,MA Date ' ! 0 Board of Health Town of Barnstable °FtHE r Regulatory Services Richard V. Scali, Director Y i BARNSTABLE, `�' ' Public Health Division i63939.' �� alED Thomas McKean, Director 200 Main Street, Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Date: 6�21'"/ g Sewage Permit# ��� Assessor's Map/Parcel o207 `"6p.3 Installer & Designer Certification Form Designer: '99 AC-/�A✓ ��1/�,ri���7�il�j Installer: Address: AJrAftr" /00AV 4,0 Address: 3v�zeras r3 M0 On was issued a permit to install a .(date) (installer) septic system at %!;-77 ��} ,pVyU77-1- -60 based on a design drawn by IVA-D /:'�. (address) 73.4 5L Cfce7l/�,�/�� dated (designer) I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. Stripout (if required) was inspected and the soils . were found satisfactory. 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 septic system) but in accordance with State & Local Regulations. Plan revision or certified as-built by designer to follow. Stripout (if required) was inspected and the soils were found satisfactory. I certify that the system referenced above was constructed in compliance with the terms of the I/A approval letters (if applicable). �nn f r Oy OOfVALQ�, G „^ BRACKEN. J f.q, tCC ►" (Installers Signature) CIVIL No.,3707i �STA. ER�� (Designer's Signature) (Affix DIRAQW11D Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH 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. gAoffice formsWes ignercertifi cation form.doc Letter of Transmittal JEL t j KE 49 Herring Pond Road 19 Old South Road Buzzards Bay,MA 02532 Nantucket,MA 02554 Tel: (508) 833-0070 Tel: (508)325-0044 Fax: (508) 833-2282 To: From: Town of Barnstable Bracken Engineering Health Division 49 Herring Pond Road 200 Main Street Buzzards Bay, MA 02532 Hyannis, MA 02601 ------------------------------------------------------------------------------------------------ Re: 1577 Falmouth Road, Centerville Map 209, Parcel 83 Enclosed: Disposal Works Construction Permit Application DWCP Checklist (7 pages) 2 copies —Proposed Subsurface Sewage Disposal System in Barnstable, MA, prepared by Bracken Engineering, Inc., dated 11/15/2016 Check# II 7n y Cc: File Client HAND DELIVERED BY: Signed: Penni L. Pomeroy Date: Tuesday, November 15, 2016 TOWN OF BARNSTABLE LOCATION r7 FAt/Vto 90 SEWAGE# �w VILLAGE��� aQ 11��Q ASSESSOR'S MAP&PARCEL Z_Dq P INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY .6, 000 6 4-t-L'o Al S. LEACHING FACILITY.(type) �, (size) NO.OF BEDROOMS IVA OWNER Al -5 PERMIT DATE: COMPLIANCE DATE: ,Q 7 Separation Distance Between the: �/ Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility �/°T Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) IV14- Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) / / Feet FURNISHED BY P01VIOEV . � M T T�- q o, 22) ® Goo Vi 6,-Ddo -e'4-c- 3/7/2019 AsBuilt TOWN OF BARNSTA U ;LOCATION Gr7 F �r> v (� ? sEwAGE# � -q VILLAGE (^'� r�t I `Q: ASSESSOR'S M &PARCEL Z09 ' A`3 I INSTALLER'S NAME&'PHONE NO:. . . SEPTIC TANK CAPACITY m 5* .. TEACHING FACILITY:(t*) &X NO-OF BEDROOMS, N . OWNER. I .5- F ; PERiV1ITDATE; . 5 .:f COMPLIANCE DATE:. fd I .7 Separation Distance Between the. Maximum Adjusted Groundwater Table to AkBotfbm of'.L"eaching Facrlty N Feet Private Water Supply Well end Leaching Facility"(If anywells exist,on d site or within,200 feet of leaching'facility) �7 - Feet Edge of Wetland and.Leaclring Facility(If anywetlands exist within. 3 1 00i feet of leaching,facility) Feet >"URNTSHEp>3Y z���> r � L Ill 3,J- Z va AA _J http://issgl2/intranet/propdata/prebuilt.aspx?mappar=209083&seq=2 1/2 t BENNETT A 09REILLy I nc. Engineering, Environmental & Surveying Services 1573 Main Street Sanitary 21E/Site Remediation Property Line ' PO Box 1667 Site Development Hydrogeologic Survey Subdivision Brewster,MA 02631 Waste Water Treatment Water Quality Monitoring Land Court 508-896-6630 Water Supply Licensed Site Professional Trial Court Witness 508-896-4687 Fax November 7, 2006 BO06-4536 Thomas McKean Barnstable Board of Health . ., 200 Main Street ~� Hyannis,MA 02601 Re: 1577 Falmouth Road Assessor's Map 209,Parcel 083 - - MSPCA-Owner Dear Mr.McKean: As per the requirement of the Massachusetts State Sanitary Code 310 CMR 15.021(3),BENNETT& O'REILLY,INC.has conducted an on-site.inspection of the newly installed sewage disposal system at the above referenced property. A soil inspection was conducted on 10/19/06 and found to be consistent with the soil logs. At the time of our inspections on 10/26/06 and 10/27/06,the system installation had been completed with the exception of backfilling and final grading. Our observations were limited to the.top of the Soil Absorption System(S.A.S.),the observation manholes for the septic tanks, distribution box, and the soil conditions above the S.A.S. Only one(1)leach pit was located behind the house, and it was filled and abandoned. The existing septic tank and one(1)leach pit at the kennel were also filled and abandoned, although the second leach pit was found to be under the concrete slab and could not be accessed and was left as is. Zabel filters were installed on both primary septic tanks,and a letter was issued to the client on the proper care and maintenance. Cleanouts were installed at least every 50 feet. Based on our observations,the sewage system was installed within substantial compliance with the approved plan dated 7/14/06,as filed in your office. This letter represents BENNETT&O'REILLY's inspection prior to backfill. No warranties or guarantees are expressed or implied for the future.operation of this system. Please contact my office directly with any questions,comments or for any additional information you may need. Very Truly Yours, BE TT&O'REILLY,INC Linda J.Pinto,P.E. Civil Engineer cc: Client John M.O'Reilly,P.E.,P.L.S. LJP/smm AsBuilt Page 1 of 1 TOWN OF BARNSTABLE LOCATION 1617 FALMM►14 AA-tb s£,WAGE# 700(g^ q&I VILLAGE ASSESSORS;MAP &LOT 24 INSTALLER'S NAME&PHONE 140.' �^ 3 6.�81 SEPTIC TANK CAPACITY(L) ZOO( 1 New 1006 1, /6 LEACHING FACILITY. Wit+ r('i L h ize) NO:OF BEDROOMS sfiLTL., BUILDER OR OWNER of PERMITDATE: J D f Z110(a COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table and Bottom of achin `�Z•Zy Feet Private Water Supply.Wei d thing Facili any wells exist j on site or within 200 1 1 ty) A� Feet. Edge of Wetland and ility(B arly�g�asi exist within 300 1/4' Feet Furnished by eq ftl z Vbf Vf 1 � r J C D 1� F ii t36.s,tj ti Js' q rn g: ,3 E -M'i r t oo 3 , \ t3 ro 8 = 28 t= 9'b 9% T> to 11 Z 23 � � ID 75" G To fo - 32 t: 'fib It = 13o' r � 17b (v % zz' F Ta tl L j279 1 0` 5 32�9 n f 70 12 _ 1011 http://issgl2/Intranet/propdata/prebuilt.aspx?mappar=209083&seq=1 4/26/2013 No.. Fee ®O THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS 01ppricatiou for Migogar *pgtetu Congtruction Permit Application for a Permit to Construct( )Repair(> j Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. r�� ��� -Owner's Name,Address and Tel.No. Sig?-75 &q Assessor's re v-Yr , A rw6f2`iA" y�, ,Q,J'��r,, �� 1577 Fit-t MwM i" .1.-NV, Installer's Name,Address,and Tel.40. �j ( I+ Designer's Name,Address and Tel.No. RD 5cj(- row aj o �O60-K IA-mON-O S Pp�-Ty-- .P® 1301— /(OW 7 ' 4- O Type of Building: Dwelling No.of Bedrooms Lot Size sq. ft. Garbage Grinder( ) Other Type of Building /Aal'�1.�'Y , No. of Persons Showers( ) Cafeteria( ) Other Fixtures ��VE!2?-- Design Flow N 7-7. 6 gallons per day.,Calculated daily flow C V. gallons. Plan Date 7 • 0 to Number of sheets Revision Date Title At 1 E;;� A qnm Size of Septic Tank -2-60& &ate_ Type of S.A.S. At4,E r Description of Soil HAEb 4 _`V�tA Z.(7� I�—�lA S,g7Ntj)f L-a41,01 {1d'(- 6i4INb Nature of Repairs or Alterations(Answer when applicable) j16'�o P- a-b ea CS Date lag ins p ted: Agree'ent: �r l- 'The uA&rsigned ees to ensure the cons ction nd m ' - ite sewage disposal system in accdanre with the visions the system in operation until a Certifi- Cate u Con&ance ha en issued by this ned =' c, g a r . •...a Date Applicatiot�pprove- by Date Application Disapprdved for the followmg reasons Permit No. (0 Date Issued r� L J r tr� •'n f eS IVd.trrr 7 (� l i �� .. ._ -' Uo Fee • THE COMMONWEALTH OF MASSACHUSETTS' . Enteredyin computer: Ae _. e, Yes s' PUBLIC HEALTH DIVISION — TOWN OF BARNSTABLE., MX'SSA&HUSETTS 3ppricdtion for Oioogdr *patent Congtruction'permit Application for a Permit to Construct( )Repair(X)Upgrade( )Abandon( ) O Complete System ❑Individual Components Location Address or Lot No. Owner's Name,Address and Tel.No; 7'c� �5' o(i�()(� l 5-77 Fl-n m ivrH ��. CE N I�tk m.,PGA- 7 Assessor's Map/Parcel ^ —n '5-7-7 F,+I �W M 41 ce- A Installer's Name,Address,and Tel.G o. 6 3�s I' Designer's Name,Address and Tel.No. �j}15 39 i(.V6� p G oNSTW-LAGt70g0 N c,. 0,6FiVt4F r s O't-Z i-"/I Ak, 0 15Q x I`+13 15 D i,+M onf D S ►°A ru- 1-10 649�U 7 rVd v Z(o Type of Building: { Dwelling No.of Bedrooms Lot Size sq. ft. Garbage Grinder( ) Other Type of Building jM1MA-L.. No.of Persons Showers( ) Cafeteria( ) Other Fixtures VE9?!! . Design Flow- /y n J!' gallons per day. Calculated daily flow 77 ,6- gallons. Plan Date 7 • Vq • U (,0 Number of sheets Revision Date - , Title & Vt e-TE--A Size of Septic Tank 7­000 GA-1— Type of S.A.S. LeAt.(+ ri L"7� Description of,Soil M_t~ A-n212�.d L-C11IM P�-M SA Nb y L04'01 f14`L `A-N 1> Nature of Repairs or Alterations(Answer when applicable) c1�(D 1ZA D r-•- � Kt C r=. Date last in§pected: J i Agreement:�� r The undersigned''agrees to ensure the cons ction nd main the-a e-described on-site sewage disposal system in accordance with the provisions o"44z=_4- n�rterrttal-Cede. e the system in operation until a Certifi- cate of Compliance has been issued by this oa�d. Hal s Signed Date Application Approved by Date Application Disapproved for the followi g reasons , Permit No. ' Cn (D ( Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance � THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed( )Repaired(X)Upgraded*( ) Abandoned( )by, at c. e v has been constructed xt acco d nce with the provisions of Title 5 and the for Disposal System Construction Permit No t I to dated /O ��t{ Installer (� '`��'�.�� Designer nc The issuance oft s pe t shall`not be construed as a guarantee that the syste w' igned. Dated h I(J Inspector i No. —.)JG (C ' Ll � � ------------------Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS Migogdr *pgtent Construction Permit 1 Permission is hereby granted to Construct( `)Repair( Upgratle )Abandon( ) System located at 2-7 G r��v� K 6 t� and as described in the above Application for Disposal 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 ate of this t Date: Approve t ; Town of Barnstable THE Regulatory Services 3 Q,. Richard V.Scali, Director BAMS*ABM • Public Health Division •`0� Thomas McKean,Director 200 Main Street, Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Date: //- - ®�P Sewage Permit# _)CO /Assessor's Map/Parcel aC ®�3 i Installer&Designer Certification Form I� Designer: L('.�17 Ot ewlro, w/ i Installer: Address: 0-`3 0)c 14<�7 Address: I On 9 ®� &o►1 was issued a permit to install a date) (installer) septic system at 16-77 jq�lx�,z_rw based on a design drawn by (address) 4VO-4 /Zro cdl dated (designer) I certify that the septic system referenced above was installed substantially according to i the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. Stripout (if required) was inspected and the soils were found satisfactory. 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 septic system) but in accordance with State & Local Regulations. Plan revision or certified as-built by designer to follow. Stripout (if required) was inspected and the soils were found satisfactory. I c rtify that the s e referenced above was constructed in compliance with the terms of the A approva ett s if-applicable). UNDA J. G nstaller's Signature) C K a I I rJ ere I (Designer's Signature) (Affix D ) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE ! OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AN. i ; BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. y office formsWnignercertification form.doe MWR � r BENNETT 'A O'REILLY, Inc, Engineering, Environmental & Surveying Services 1573 Main Street Sanitary 21E/Site Remediation Property Line PO Box 1667Brewster,MA 02631 Site Development Hydrogeologic Survey Subdivision 508-896-6630 Waste Water Treatment Water Quality Monitoring Land Court Water Supply Licensed Site Professional Trial Court Witness 508-896-4687 Fax November 7,2006 B006-4536 Thomas McKean Barnstable Board of Health 200 Main Street Hyannis,MA 02601 Re: 1577 Falmouth Road Assessor's Map 209,Parcel 083 Centerville,MA MSP.CA-Owner Dear Mr.McKean: As per the requirement of the Massachusetts State Sanitary Code 310 CMR 15.021(3),BENNETT& O'REILLY,INC.has conducted an on-site inspection of the newly installed sewage disposal system at the above referenced property. A soil inspection was conducted on 10/19/06 and found to be consistent with the soil logs. At the time of our inspections on 10/26/06 and 10/27/06,the system installation had been completed with the exception of backfilling and final grading. Our observations were limited to the.top of the Soil Absorption System(S.A.S.),the observation manholes for the septic tanks,distribution box,and the soil conditions above the S.A.S. Only one(1)leach pit was located behind the house, and it was filled and abandoned. The existing septic tank and one(1)leach pit at the kennel were also filled and abandoned, although the second leach pit was found to be under the concrete slab and could not be accessed and was left as is. Zabel filters were installed on both primary septic tanks,and a letter was issued to the client on the proper care and maintenance. Cleanouts were installed at least every 50 feet. Based on our observations,the sewage system was installed within substantial compliance with the approved plan dated 7/14/06,as filed in your office. This letter represents BENNETT&O'REILLY's inspection prior to backfill. No warranties or guarantees are expressed or implied for the future operation of this system. Please contact my office directly with any questions,comments or for any additional information you may need. Very Truly Yours, BE TT&O'REILLY,INC O Linda J.Pinto,P.E. Civil Engineer cc:Client John M.O'Reilly,P.E.,P.L.S. LJP/smm �y1 9 IJENNETT A 0KEILIy cop". nc Engineering, Environmental & Surveying Services 1573 Main Street PO Box 1667 Sanitary 21E/Site Remediation Property Line Brewster,MA 02631 Site Development Hydrogeologic Survey Subdivision Waste Water Treatment Water Quality Monitoring Land Court 508-896-6630 Water Supply Licensed Site Professional Trial Court Witness 508-896-4687 Fax November 7,2006 B006-4536 Thomas McKean Bamstable Board of Health 200 Main Street Hyannis,MA 02601 Re: 1577 Falmouth Road Assessor's Map 209,Parcel 083 Centerville,MA MSP.CA-Owner Dear Mr.McKean: As per the requirement of the Massachusetts State Sanitary Code 310 CMR 15.021(3),BENNETT& O'REILLY,INC.has conducted an on-site inspection of the newly installed sewage disposal system at the above referenced property. A soil inspection was conducted on 10/19/06 and found to be consistent with the soil logs. At the time of our inspections on 10/26/06 and 10/27/06,the system installation had been completed with the exception of backfilling apd final grading. Our observations were limited to the.top of the Soil Absorption System(S.A.S.),the observation manholes for the septic tanks,distribution box,and the soil conditions above the S.A.S. Only one(1)leach pit was located behind the house,and it was filled and abandoned. The existing septic tank and one(1)leach pit at the kennel were also filled and abandoned,although the second leach pit was found to be under the concrete slab and could not be accessed and was left as is. Zabel filters were installed on both primary septic tanks,and a letter was issued to the client on the proper care and maintenance. Cleanouts were installed at least every 50 feet. Based on our observations,the sewage system was installed within substantial compliance with the approved plan dated 7/14/06,as filed in your office. This letter represents BENNETT&O'REILLY's inspection prior to backfill. No warranties or guarantees are expressed or implied for the future operation of this system. Please contact my office directly with any questions, comments or for any additional information you may need. Very Truly Yours, BE TT& fO''REILLY,INC Linda J.Pinto,P.E. Civil Engineer cc:Client John M. O'Reilly,P.E.,P.L.S. LJP/smm C TOWN OF BARNSTABLE OCATION 161-7 ►CA'LIt'dlJ —11-} i�0ED SEWAGE #- 700(g' ��'f VILLAGE C664rFRy)LL6 ASSESSOR'S MAP &LOT 6 0453 INSTALLER'S NAME&PHONE NO. 3J3 �811 SEPTIC TANK CAPACTTY( 2000 1 !S-M N tr %D 00 s /6M CX/STiov( LEACHING FACILITY: (type) 1,6-K,i#- ri kze) `fQY 5z,X l NO.OF BEDROOMS SHE 7Z-j 'BUILDER OR OWNER PERMITDATE: jf7�Z`110� COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table and Bottom of chin F Feet Private Water Supply Wel d Le ching Facility (If any wells exist on site or within 200 e 1 ci ty) Feet Edge of Wetland and acility(If aq,Y,�g�a sexist Feet within 300 Furnished by 14'i-oi`- q4I to E�.-► -. ° $ i L Lbi G id' A ro $> TO 10 0 22�`f h t' 9R7 17L 1 a ; 1® }0 5 °I.� 9-$� . I ' Town of Barnstable. P# t ) Department of Regulatory Services -'' Public Health Division Date t �e$ 200 Main Street,Hyannis MA 02601' CFO AAA•t� } . Date Scheduled I /A ' Time Fee Pd. t Soil Suitability Assessment for Sewage Disposal 4 I � ��� _ t Performed By: L i r)c6 J' P 4'4o P•E. Witnessed By�C ?t 7.c3: LOCATION& GENE INFORMATION Location Address 7'', f �/YIP. � � Owner's Nameel'a"'A S'� ��i`QAddress Lot. Crn 0203 ZIs j Assessor's Ma /P i tcel: ��a Engneer's Name &r)()e t a'2c �� P � ®� 3 /I I'lrr 1 yu NEW CONSTRUO1'ION REPAIR I Telephone# Land Use n,mal S►1G� � Slopes(96) 0— 10�k Surface Stones I O Distances from: Open Water Body )0 D ft Possible Wet Area �! I00 ft Drinking Water Well 120 ft t)raivage Way l 0 ft Property Line 1 L+ ft Other ft 0 SKETCH:($treet name,dimensious'of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) 4o3.9V w q�$ ' �0• I ShELTE� � Z4r IP- s ® 1 Tp-I i A 2 —Jo' 32 s(.' p L-ID 1 Po s•T• fL0 A►-) j Parent material(getflogic)! I Depth to Bedrock Depth to Groundwater: Standing Water in Hole:'_h1onc C�wvnc,c 2� Weeping from Plt Face Estimated Seasonal high Groundwater MIA' 0� ``i DtTERMINtj TION FOR SEASONAL HIGH WATER TABLE Method Used: ! I 1 Depth (1.4erved standing in obs.hole: lm Depth to soil lllottics: In. Depth toiweeping from side of obs.hole: ! in, Groundwater Adjustment it Index Well# Reading Date: index Well levCl�1 .e.,.e: Adj.faator__ Adj.OraundwaterLeVel.-- � I '1 PERCOLATI,,0N TEST' Data c�lal ob Timoo�� Hole#Observadon TP_I T2_2 i TWO at 9" .�.�.. ....�-.-.—. �/ Time at 6" • Depth of Pere Start Pre-soak Time.( D:OD O'.00 lime(91,41 --- V �Y End Pre-soak 3 00 (D'0 0 Rite MinJlnch ' L z L 2 1 Site Suitability Asse0sment: Site Passed Site Failed, Additional Testing Needed(YIN) Original .Public Health Division Observation Hole Data To Be Completed on Back ---- ***If percolalibn test is to be conducted within 100'of wetland,you must first notify the Barnstable C44servation Division at least one(1)weO-k prior to beginning. DEEP OBSERVATION HOLE LOG Hole#T Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling .(Structure,Stones,Boulders. Consistency, Gravel 011 - 411 �n M,� 5d any LOAM �D j f- 3I3 �JDgc 4" -3311 L M D candy LDaM IO yQ 4/(v �Ona �s�o �r�✓e' 3V —loy/' C, F M Sandy Lp"m a.5 61t, KOAG 1D411-IZq 11 CZ M-C Sand 10 u (0/(> wont- lQ al, 6r"'L1 DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistencv.%Gravel) O-L+ A M S,r1jj LwL A Ip Z `3/3 N1 one 1''—3211 3 M L.ocm i0 `l'/L None 2-o /- Gr-,,Je-i 32-" - 7�1. C M-C Sand Loam �'5 b u one 7LO -30% l-,bUcs % Ci M-C None. 10°1, Grc,\/cl DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consiste c %Oravel DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. nsisten ra Flood Insurance Rate Man: / Above 500 year flood boundary No Yes _— Within 500 year boundary No-7 Yes Within 100 year flood boundary No V Yes Depth of Naturallv 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? �S If not,what is the depth of naturally occurring pervious material? Certification I certify that on���y 23� ?.00¢ (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 trai ing,expertise and experience described in 3.10 CUR 15.017. Signature Date Q:\SEPT1CVERCFORM.DOC.. BENNETT & OWEILLY, INC. Engineering&Environmental Services LETTER OF 1573 Main Street,P.O.Box 1667 Brewster,MA 02631 TRANSMITTAL (508) 896-6630 FAX(508)896-4687 TO: DATE: JOB NUMBER: BOO6-4 536 Barnstable Board of Health 6/30/06 Thomas McKean 200 Main St REGARDING: Hyannis,MA 02601 MSPCA 1577 Falmouth Rd. We are sending you: Centerville soil suitability assessment I COPIES DATE DESCRIPTION 1 6/08/06 soil suitability assessment for sewage disposal For.review-and-comment-0—For-a rovah-0- — As requested:-0 - For your use: REMARKS: From: LJP/jlb i i (�Q. State. Road, Plymouth, MA 02360 Phoa:e'508.224-5500 Fax 508-224-8883 License No, AC00342 Mr. Thomas McKean Barnstable Health Department 200 Main Street Hyannis, MA 02601 Dear Mr. McKean: We'are notifying you about an asbestos removal job to be done at S 7 1 rcx/14Acu4 92, . The start up date is P� and the end date is Enclosed please find a copy of the Asbestos fo r.your files. Notification Form (ANF-001 ) If you have any questions, please contact us at (508) 224-5500. , Sincerely, Paul Ilacqua Enc: ANF-001 form i Commonwealth of Massachusetts ■ �00173373 � Decal Number Asbestos Notification Form ANF-001 Important:when fining out A. Asbestos Abatement Description forms on the computer,use 1. a. Is this facility fee exempt-city, town, district, municipal housing authority, owner-occupied only the tab key residence of four units or less?❑Yes ❑✓ No to move your cursor-do not b. Provide blanket decal number if applicable: use the return Blanket Decal Number key. 2. Facility Location: MSPCA 1 11577 FALMOUTH RD a.Name of FacilitV b.Street Address`� BARNSTABLE MA 1 102632� --.! 5087790940 —� c.City/Town d.State e.Zip Code f.Telephone Number INSTRUCTIONS 3. Worksite Location: 1.All sections of this ANIMAL SHELTER BASEMENT STORAGE form must be a.Building Name/Building Location b.Building# c.Wing d.Floor e.Room completed in order to comply with 4. Is the facility occupied? ❑✓ Yes ❑No DEP notification requirements of 310 CMR 7.15 5. Asbestos Contractor: and the Division of Occupational ASBESTOS MAN REMOVAL 929 STATE ROAD Safety(DOS) a.Name _ b.Address notification PLYMOUTH 02360 5082245500 requirements of 453 CMR 6.12 c.City/Town d.Zip Code e.Telephone Number AC000342 f.DOS License Number g. Contract Type: ❑✓ Written ❑Verbal h.Facility Contact Person i.Contact Person's Title PAUL A ILACQUA AS050350 6' a.Name of On-Site Supervisor/Foreman b.Supervisor/Foreman DOS Certification Number ASBESTOS CONSULTANTS AM051114 �' a.Name of Project Monitor b.Project Monitor DOS Certification Number ASBESTOS CONSULTANTS AA000173 $' a.Name of Asbestos Anal .ical Lab b.Asbestos Analytical Lab DOS Cert.Tcation Number 3/18/2013 3/18/2013 30 9' a.Project Start Date mm/dd/ b.End Date mm/dd/ �0 7AM-3PM �N c.Work hours Mon-Fri. d.Work hours Sat-Sun. �o 10. a. What type of project is this? —o ❑ Demolition ❑✓ Renovation ❑ Repair ❑ Other, please specify: b.Describe i 11. a. Check abatement procedures: ❑✓ Glove bag ❑ Encapsulation —o ❑ Enclosure ❑ Disposal only _u_ ❑Cleanup ❑ Other, specify: ❑✓ Full containment b.Describe —z =Q 12. Is the job being conducted: ❑✓ Indoors? ❑Outdoors? ■ anf001 ap.doc•10/02 Asbestos Notification Form•Page 1 of 3■ Commonwealth of Massachusetts ■ �` 100173373 Asbestos Notification Form ANF-001 Decal Number A. Asbestos Abatement Description (cont.) 13. Total amount of each type of Asbestos Containing Materials(ACM)to be removed, enclosed, or enca sulated: 100 125 a.Total pipes or ducts(linear ft) 15. 1 otal other surfaces— (square tt) c.Boiler,breaching,duct,tank d.Insulating cement F_ surface coatings Lin.ft. Sq.ft. Lin.ft. Sq.ft. e.Corrugated or layered paper I� 1 1 125 Lin.ft. pipe insulation f.Trowel/Sprayer coatings Sq.ft. Lin.ft. Sq.ft. g.Spray-on fireproofing h.Transite board,wall board Lin.ft. Sq.ft. Lin.ft. S i.Cloths,woven fabrics j.Other,please specify: 100 Lin.ft. S .ft. Lin.ft. S .ft. k.Thermal,solid core pipe ITRACE DEBRIS insulation Lin.ft. Sq.ft. I.Specify 14. Describe the decontamination system(s)to be used: REMOVE ASBESTOS USING GLOVE BAGS AND FULL CONTAINMENT METHODS 15. Describe the containerization/disposal methods to comply with 310 CMR 7.15 and 453 CMR 6.14(2) (g): WET DOWN ASBESTOS AND DOUBLE BAG USING 6 MIL MARKED AND LABELED BAGS 16. For Emergency Asbestos Operations, the DEP and DOS officials who evaluated the emergency: a.Name of DEP Official b.Title c.Date(mm/dd/ )of Authorization d.DEP Waiver# e.Name of DOS Official t..DOS Official Title MEEEEEEEMM N g.Date(mm/dd/yyyy)of Authorization h.DOS Waiver# _0 17. Do prevailing wage rates as per M.G.L. c. 149, §26, 27 or 27A—F apply to this project? ®Yes R No B. Facility Description �N =o 1. Current or prior use of facility: ANIMAL SHELTER �o 2. Is the facility owner-occupied residential with 4 units or less? ❑Yes 0✓ No MSPCA 1577 FALMOUTH RD --_—� 3' a.Facility Owner Name b.Address �0 CENTERVILLE 02632 1 15087750940 o C.City/Town d.Zip Code e.Telephone Number area code and extension emu. 4. a.Name of Facility Owner's On-Site Manager b.On-Site Manager Address �z Q �Q c.City/Town d.Zip Code e.Telephone Number(area code and extension) ■ anf001 ap.doc•10/02 Asbestos Notification Form•Page 2 of 3■ a 1 i Commonwealth of Massachusetts !' 100173373 i L Asbestos Notification Form ANF-001 Decal Number B. Facility Description (cont.) 5' a.Name of General Contractor ( J� b.Address I c.City/Town d.Zip Code e.Telephone Number area code and extension) f.Contractor's Worker's Comp.Insurer PolicyNumber h.Exp. �mmlddl6. What is the size of this facility? 2000 1 12 a.Square Feet b.Number of floors C. Asbestos Transportation and Disposal 1. Transporter of asbestos-containing material from site to temporary storage site (if necessary): ASBESTOS MAN REMOVAL CO 929 STATE RD Note:Transfer a.Name of Transporter b.Address Stations must IPLYMOUTH 02360 15082245500 comply with the c.City/Town d.Zip Code e.Telephone Number Solid Waste Division 2. Transporter of asbestos-containing waste material from removal/temporary site to final disposal site: Regulations 310 CMR 19.000 JOB ROLLOFF POB 6037 a.Name of Transporter b.Address CHELSEA 02150 16173871495 c.Ci /Town d.Zip Code e.Telephone Number 3. a.Refuse Transfer Station and Owner b.Address � 1 c.City/Town d.Zip Code e.Telephone Number 4. ITURNKEY LANDFILL(WASTE MGT NH) a.Final Disposal Site Location Name b.Final Disposal Site Location Owner's Name 7 ROCHESTER NECK ROAD IROCHESTER c.Final Disposal Site Address d.City/Town N H 03839 ®M e.State f.Zip Code g.Telephone Number �o cl D. Certification N The undersigned hereby states, under the PAUL ILACQUA PAUL ILACOUA �o penalties of perjury,that he/she has read the a.Name b.Authorized Signature -0 Commonwealth of Massachusetts regulations PRESIDENT -� 3/5/2013 for the Removal, Containment or Encapsulation of Asbestos,453 CMR 6.00 and c.Position/Title _ d.Date mm/dd/ ) 310 CMR 7.15, and that the information 5082245500 i JAMR CO � contained in this notification is true and correct e.Telephone Number f.Representing --- _c) to the best of his/her knowledge and belief. 929 STATE RD o g.Address �u PLYMOUTH 02360 Z h.City/Town i.Zip Code � �Q anf001ap.doc•10/02 Asbestos Notification Form•Page 3 of 3 TOWN OF BARNSTABLE COMPLIANCE: CLASS: 1.Marine,Gas Stations,Repair BOARD OF HEALTH 0 satisfactory 2.Printers 3.Auto Body Shops O unsatisfactory- 4.Manufacturers COMPANY �' (see"Orders") 5.Retail Stores 6.Fuel Suppliers ADDRESS Fk[p m& / Class: 7 17.Miscellaneous /~�0_4-_C�(f- QUANTITIES AND STORAGE (IN=indoors;OUT=outdoors) MAJOR MATERIALSUnderground Tanks IN OUT IN OUT IN OUT #&gallons Age Test Fuels: Gasoline,Jet Fuel(A) Diesel, Kerosene C42"�(B)) 7 Heavy Oils: waste motor oil (C) new motor oil(C) transmission/hydraulic Synthetic Organics: degreasers Miscellaneo4is: 'K -6 � 1Z / 1< 41 r W"'P / ISPOS EC;LAMATION REMAR K S: �. 1. Sanitary Sewage 2.Water Supply O Town Sewer Xublic rn-site OPrivate 3. Indoor Floor Drains YES__XNO O Holding tank:MDC 1 O Catch basin/Dry well , V d � O On-site system K,;-A hV 4. Outdoor Surface drains:YES ')CNO ORDERS: O Holding tank:MDC )&Catch basin/Dry well O On-site system 5.Waste Transporter ProductI Name of Hauler Destination Waste 1• �` /, YES NO 2. 13 Person (s) Interviewed Inspector Date ,h t TOWN OF BARNSTABLE COMPLIANCE: CLASS: 1.Marine,Gas Statio s,Repair 2. nters BOARD OF HEALTH O satisfactory 3.Auto Body Shops O unsatisfactory- 4.Manufacturers COMPANY (see"Orders") 5.Retail Stores _AD6.Fuel Supplier ADDRESS Q - Class: 7.Miscellaneous Cz fV G QUANTITIES AND STORAGE (IN=indoors;OUT=outdoors) MAJOR MATERIALS Case lots Drums Above Tanks Underground Tanks IN OUT IN OUT IN OUT #&gallons Age Test Fuels: Gasoline,Jet Fuel (A) f 01 L � Diesel, Kerosene, #2 (B) C r Heavy Oils: waste motor oil (C) new motor oil (C) transmission/hydraulic Synthetic Organics: degreasers 3 0 , A 3 Miscellaneous: SJ f IV?_ C 10�, X . - N 00 QVJ r PY DOC-60 � X► i X ayca, IV DISPOSAL/RECLAMATION REMARKS: 1. Sanitary Sewage 2.Water Supply A CMM'd O Town Sewer Public y > On-site OPri to d 3. Indoor Floor Drains YES NO 6 J� iM O Holding tank: MDC 1`Rc,1Di�� `I Catch basin/Dry well W On-site system 44 A rJA V6 C A 3 r < SOW 4. Outdoor Surface drains:YES NO O ER ' ,I Q Holding tank:MDC MS&Sa O ff S/-?,g O Catch basin/Dry well O On-site system 5.Waste Transporter Name of Hauler Destination YES NO 1. W. 2. pp�� erson nterviewed Insp ctkr to TOXIC AND HAZARDOUS MATERIALS REGISTRATION FORM NAME OF BUSINESS: M ---. Mail To: BUSINESS LOCATION: Board of Health ,�o.rn Town of Barnstable MAILING ADDRESS: _ P.O. Box 534 TELEPHONE NUMBER: SZ�B' Hyannis, MA 02601 CONTACT PERSON: G �° EMERGENCY CONTACT TELEPHONE NUMBER: Does your firm store any of the toxic or hazardous materials listed below, either for sale or for your own use, in qua5p6s totalling, at any time, more than 50 gallons liquid volu a or 25 pounds dry weight? YES _ NO k3(caC� )9 3 c4se�. C 1r This form must be returned to the Board of Health regardless of a yes or no answer. Use the enclosed envelope for your convenience. If you answered YES above, please indicate if the materials are stored at a site other than your mailing address: IQ O ADDRESS: TELEPHONE: LIST OF TOXIC AND HAZARDOUS MATERIALS The Board of Health has determined that the following products exhibit toxic or hazardous character- istics and must be registered regardless of volume. Please estimate the quantity beside the product that you store: Quantity/Case Quantity/Case Antifreeze (for gasoline or coolant systems) Drain cleaners Automatic transmission fluid Toilet cleaners Engine and radiator flushes Cesspool cleane�r6 Hydraulic fluid (including brake fluid) -10(:-0r ..��slnieRantst IV °^! t;�-33 MotoAIM451 s/ astte�oils r Road Salt (Halite) aso M Refrigerants Diesel fuel, kerosene, #2 heating oil Pesticides (insecticides, herbicides, Other petroleum products: grease, lubricants rodenticides) Degreasers for engines and metal Photochemicals (fixers and developers) Degreasers for driveways & garages Printing ink Battery acid (electrolyte) Wood preservatives (creosote) Rustproofers Swimming pool chlorine Car wash detergents Lye or caustic soda Car waxes and polishes Jewelry cleaners Asphalt kroofina tar Leather dyes f10'IS shes, stains, dyes Fertilizers if stored outdoorsCam"' }�alnt" &lacquer thinners PCB's Paint & varnish removers, deglossers Other chlorinated hydrocarbons, Paint brush cleaners (inc. carbon tetrachloride) Floor & furniture strippers Any other products with "Poison" labels Metal polishes �-ta�.� �G _ (including chloroform, formaldehyde, ��oil & stain removers hydrochloric acid, other acids) (including bleach) Other products not listed which you feel may Spot removers & cleaning fluids be toxic or hazardous (please list): (dry cleaners) Other cleaning solvents Bugaseeknddttar removers V_<�-lo�- oTZY c eansers, oven cleaners White Copy- Health Department/ Canary Copy-Business _ Date: � � TOXIC AND HAZARDOUS MATERIALS REGISTRATION FOR �/ NAMEOFBUSINESS: x 16 I)I4.4- li2 s '6 57/�gam' BUSINESS LOCATION: �� o p 2 +y /�L" Z) MAILINGADDRESS: -7 AJ Al Y-f- A4 6i6 of Mail To: TELEPHONE NUMBER: "?? Board of Health CONTACT PERSON: 4 - C R A 1 Cy /il FD E/R v S Town of Barnstable P.O. Box 534 EMERGENCY CONTACT TELEPHONE NUMBER: Hyannis, MA 02601 TYPEOFBUSINESS: VAlf_ 114F WLS ;r' ,�^, /i��/'l r2 Does your firm store ny of the toxic or hazardous materials listed below, either for sale or for you own use? YES NO This form must be returned to the Board of Health regardless of a yes or no answer. Use the enclosed envelope for your convenience. If you answered YES above, please indicate if the materials are stored at a site other than your mailing address: ADDRESS: TELEPHONE: LIST OF TOXIC AND HAZARDOUS MATERIALS The Board of Health has determined that the following products exhibit toxic or hazardous character- istics and must be registered regardless of volume. Please estimate the quantity beside the product that you store. NOTE: LIST IN TOTAL LIQUID VOLUME OR POUNDS. Quantity Quantity A eze(for gasoline or coolant systems) Drain cleaners ntifr NEW USED Cesspool cleaners Automatic transmission fluid . Disinfectants Engine and radiator flushes Road Salt (Halite) Hydraulic fluid (including brake fluid) Refrigerants Motor oils v Pesticides ✓NEW USED (insecticides, herbicides, rodenticides) Gasoline, Jet Fuel Photochemicals (Fixers) 1,14 Diesel fuel, kerosene, #2 heating oil NEW USED ' Other petroleum products: grease, Photochemicals (Developer) lubricants, gear oil NEW USED Degreasers for engines and metal Printing ink Degreasers for driveways & garages Wood preservatives (creosote) Battery acid (electrolyte) Swimming pool chlorine Rustproofers Lye or caustic soda Car wash detergents Jewelry cleaners Car waxes and polishes Leather dyes Asphalt & roofing tar Fertilizers Paints, varnishes, stains, dyes PCB's Lacquer thinners Other chlorinated hydrocarbons, NEW USED (inc. carbon tetrachloride) Paint & varnish removers, deglossers Paint brush cleaners Any other products with "poison" labels (including chloroform, formaldehyde, Floor & furniture strippers hydrochloric acid, other acids) Metal polishes Laundry soil & stain removers Other products not listed which you feel (including bleach) may be toxic or hazardous (please list): Spot removers & cleaning fluids (dry cleaners) Other cleaning solvents _ Bug and tar removers WHITE COPY-HEALTH DEPARTMENT/CANARY COPY-BUSINESS TOWN OF BARNSTABLE COMPLIANCE: CLASS: 1.Marine,Gas Stations,Repair satisfactory 2.Printers BOARD OF HEALTH 3.Auto Body Shops u '_ O unsatisfactory- 4.Manufacturers COMPANY , YYL�43 (see"Orders") 5.Retail Stores 6.Fuel Suppliers ADDRESS `�a r(;Iass: 7 7.Miscellaneous QUANTITIES AND STORAGE (IN=indoors;OUT=outdoors) MAJOR MATERIALS Case lots Drums IN OUT IN OUT IN OUT #&gallons Age Test Fuels: 14_ Gasoline,Jet Fuel(A) Ala Diesel, Kerosene, #2 (B) id Y_ Heavy Oils: waste motor oil (C) SS new motor oil (C) transmission/hydraulicJ Synthetic Organics: degreasers 1 , Miscellaneous: Y.) Ox - DISPOSAL/RECLAMATION REMARKS:1. Sanitary Sewage 2.Water Supply 4 .94a�f wo t 6 O Town Sewer *ublic s 4o \Wn-site OPrivate l 3. Indoor Floor Drains YES NO_k O Holding tank:MDC O Catch basin/Dry well O On-site system 4. Outdoor Surface drains:YES NO ORDERS: O Holding tank:MDC atch basin/Dry well On-site system 5.Waste Transporter DestinationName of Hauler YES I NO 1. OWLq4�s (3 ptie A-40 Air 2:' Ap, PWrJon (s) Interviewed Inspector Date . t } ASSESSORS MAP NO: fy PARCEL NO.: a-�-V F� 20.00 No.��.._ �Fps...$....................... THE COMMONWEALTH OF MASSACHUSETTS BOAR® OF HEALTH ...TOWN._ - ..................OF...............BARIIEMLE_-_----_-------------... .............. ApplirFa#ion for Uispvii al Works Ton,itrartiun jJrrmit Application is hereby made for a Permit to Construct ( ) or Repair (X) an Individual Sewage Disposal System at: i ` ...F.ALMO.UTli..EDAA.,_..CENME$vILLF :ML----------- -----•---•-------.....-----------••--------- Location-Address or Lot No.t No.--•-•-........MS2C,4&.....................................-------•--•-----------•---------- -------------------------------------------------------------------------------------------------- Owner Address . a ...............C. ETT__CQUTR[Ilr_TMN___CO.•________________........___ ---P...O.....BDM..LbI1..YAPaiOU DRT.,..MA_._026,7.5..---•------ ` Installer Address dType of Building Size Lot............................Sq. feet Dwelling—No. of Bedrooms....4.....................................Expansion Attic ( ) Garbage Grinder ( ) per, Other—Type of Building ............................ No. of persons--.-____----___--_._---_-- Showers ( ) — Cafeteria ( ) Q' Other fixtures .................................. W Design Flow............................................gallons per person per day. Total daily flow............................................gallons. 1:4 Septic Tank—Liquid capacity------------gallons Length................ Width................ Diameter................ Depth................ Disposal Trench—No..................... Width-------------------- Total Length.................... Total leaching area....................sq. ft. Seepage Pit No..................... Diameter.-_.._-_---..._-_-_ Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed by.......................................................................... Date........................................ Test Pit No. 1----------------minutes per inch Depth of Test Pit.................... Depth to ground water........................ Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water.------_-__-_--..-_.---- ---•---------•--------------••--------•--------._--•---•--------------------•---•---•--•••--•--••••---------------- ---------------------- •••------ •---------- ODescription of Soil........SAND---&---GRAVEL........------••------------------------------------------------------------•---•----••-------------------------..........-•---- x x -----------------------------------------------------------------------------------••---•-•--------•----•-------,--------------------------------------------------------------------------------------- U Nature of Repairs or Alterations—Answer when applicable._-----M)AT]a...TO---TITLE_-S---SYSTER............................... 1,500 gallon•-apptic__tank�-__D--box, two_-1_,000__ga119n_:lea�li_.g_i.i<s _ Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of i1T , p of the State Sanitary Code— The undersigned fur .er agrees not to place the system in operation until a Certificate of Compliance has been issued b he b r h th. Signed__ Application Approved By . •--. ? P( . ° . --•-----....... ................. ... ........... I ate Application Disapproved for the following re ns:........................................................................---------------------------------•----- ..............•-----•-•--------------•--•-•--•-.....-------------------------------------------------•------------------•-------•-----------------------------------------------------•--------...._..__ Permit No._�F .0 0..................... Issued.......................................................Hate arF i f J i FEBi..VQ..Q.Q........._ THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ...T.OWN..... . ....................OF..............BMST."LE............................................ ----- Appliraiinn for Bi-nVag al Workg Toustrnr#inn ramit Application is hereby made for a Permit to Construct ( ) or Repair (X ) an Individual Sewage Disposal System at: -------------FAZ,MOLIT; --&6�ADr••�'El 'E$ 3�.I r= --_--------- ----•-••----------------------------------------------------•------------------------------------- Locat:on-Address or Lot No. .............MSP_CA........................................................................ ......--•-•---............--•------........-•--------•----•--......------------............-..---- Owner Address a .............CA.MME.TT._-CON.STRUCTION...COL........................=----- P..O.__:EIIX__L6$__1'A QUTziL'QRT:--MA--�9 5......-•--•- Installer Address UType of Building Size Lot----------------------------Sq. feet Dwelling—No. of Bedrooms---- ......................................Expansion Attic ( ) Garbage Grinder ( ) aOther—Type of Building ____________________________ No., of persons............................ Showers ( ) — Cafeteria ( ) Q' Other fixtures ................................ ....... W Design Flow.............................. ............gallons per person per day. Total daily flow............................................gallons. P4 Septic Tank—Liquid capac> y._R__.____gallons Length................ Width................ Diameter................ Depth................ Disposal Trench—No. .................`'a; Width.................... Total Length.................... Total leaching area--------------------sq. ft. Seepage Pit No--------------------- Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) a Percolation Test Results Performed by.......................................................................... Date........................................ Test Pit No. I................minutes per inch Depth of Test Pit.................... Depth to ground water........................ (i Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ •-•••-------------------•---....---••-•-----•-••-•-•---••-•-•-•...................=--------------•--........................................................ 0 Description of Soil.......SAM_.&--GRASIEL.................................................................................................................................. x U ...............---•••--•-•---•-•••-•-•-......--•-••-•••-•-••---••-•-•-••---•••••.........•--•••.............••-•-••---•-•-•-•-••---•-•----•-••-••-•................................................... w ----------------------------------------------------------------•-----------•------------------•--•-------------•---••------••......••--••-•-•--------................................................. VNature of Repairs or Alterations—Answer when applicable....-tIPDATE._TQ..TITLE--- __SYSTEM________________________________ _15510.0--Fall.on._saplt_i.c..tank,--•A--boxa--•tva...1.0.Q0..ga11on_1each--pia........................................................ Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of ii'''L : }o£ the State Sanitary Code—The undersigned fur her agrees not to place the system in operation until a Certificate of Compliance has been issued b the b ar t th. Signed. .... 114 �.r Application Approved BY. CTA1AI( ..-....._ ©..... . . ............. ��_l G_ •- ---- - Date Application Disapproved for the f o owing r ns:------••----•---•-•-------•-----••-•-------------------•--------••-••--------•-----•----•----•-••----.........._ ......................................................... Date Permit No..9?.:t Z------•--------------- Issued-..................-- ................................ Datete THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ..........101%Bt.....................OF........BAMSTABLE.................................................. Trrtif iratr ,,af Tom ianrr THIS IS'!O CE TIFY, That the Individual jSewage Disposal System constructed ( ) or Repaired (x} by......CAMMETT�.0XS RUGTIQN•-00.....f--------------------------•--•-•-•-----.......----•.........------...---......-----------....---.....-•-•--------•--•--------. Installer at-_IW.CA----FALLNMTR._ROAI).p--CEUTERVULEv--MA-.......................................................................................................... has been installed in accordance with the provisions of iT 1 �P£ The tate Sanitary Code as described in the application for Disposal Works Construction Permit No.� .:__,!^_ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT YHE SYSTEM WILL FUNCTION SATISFACTORY. DATE....................... 0 .��..-.b ............................ Inspector............... ................................................ THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH lowK)jS `, (QQ( ..........................................OF.................................... ._...._................_......._.._._............ PTO.-. -- FEE........................ Nispos al Workii Tnno#rndinn Fermi Permission is hereby granted.............................................................................................................................................. to Construct ( ) or Re air (X ) an Individual Sewage Disposal System at No-._1`�Sl CA._......._DALMUIfI\ QOah C t�2vll�Lti ._>....MA Street //''�� / p as shown on the application for Disposal Works Construction Per t o.� Q0bate __/- .... .�_. --- . -------- ��// ------------------------ Board of Health DATE-.------.- - F 1255 HOBBS & WARREN. INC.. PUBLISHERS �i TOWN OF BAR/NS'TABI.E `LOCA�ION }�e vya o 61,'� SEWAGE # '��o VILLAGE �'i L ASSESSOR'S MAP LOT !" INSTALLER'S NAME & PHONE NO. SEPTIC TANK CAPACITY > 6 LEACHING FACILITY:(type) �►, 1 (size) p� NO. OF BEDROOMS __PRIVATE WELL OR PUBLIC WATER jh_4M �- BUILDER OR OWNER s 0 b DATE PERMIT ISSUED: G f ��•- _ DATE COMPLIANCE ISSUED: VARIANCE GRANTED: Yes No 4.1- ,� �O � —' �� `nv � ac 6� � `� �� r �, ` � ��� I `�� I AIRICA Massachusetts Society for the Prevention of Cruelty to Animals Founded 1868 Main Office • 350 South Hunflngton Avenue • Boston, MA 02130 • (617) 522-7400 May 22, 1987 Mr. Tom McKeen Department of Health 367 Main Street Hyannis, MA 02601 Dear Mr. McKeen, I am writing concerning the MSPCA Summer Program at the MSPCA Animal Shelter in Centerville. The children will be on the site 9: 00 a.m. - 12: 30 p.m. for five days (July 13-17 and then another group for August 10-14) . We will be ' renting a portable toilet from Handi-Houses for each week, and we have access to the lavoratory in the shelter as well. The MSPCA Shelter does not have the septic system plans, and suggested that perhaps the Department of Health has a copy from back when the shelter was constructed. For our summer program in other locations we have just rented the portable toilet. I hope this will be acceptable for you in Centerville. Please contact me directly if necessary. Thank you. Sincerely, /1 A Carolyn L. Ruf Program Specialist CLR:sj on the move for animals y " '^.,y a:# 'a rt 's,"'"�;'9'r"� ,fit, y.a3`a �y F'°�v.. , ,, hs�,i 'y :.;! ,�sw 'yY. �ttf: t'1 i s .p''srs r, `.-. Y" ^,.,, g x`s ,y, - i f. s lxk`'+ t'ka ,'e i(7y,yt,�"F.Ir ,t^"e ^Tf '+7 rori{,Y a. . .Z"'x.'' Jr 3`+•!" d S � nii v�F k5rvqu�y- , M1 "full0110.12 7777 m� Ng F. D Ydd o-f y� ' sr �} ')yy y hYY- r•'•-, ytix gr b "" [ t r�i�pX ad. - - 3 .� c �t 1.xii �cn'A J 1 e• r�' t ;�, r¢ + ys a a wf 1 3c .�y4 - r� '•t—'" Tzr- 't ?{ f :i t ".fit r.- < 1 r y* "�:s�, ` 9. vWWI �, , - � 4 a { t .� •. t s �t f ���d a ` r,'a ..x e ♦ :rLt ss sq �+ r •+� , �1�}« { ;F y r E ;:'. }i x ?"q'�s %'T J`C. ct _ aE• 4s ! 3``'�Rzgx 4A t °.• t r f « 2 ! ;u1 r ."�' tf sx.,t'd 1 •' i;. 1 r� _ r t tiya .+ y €.+ Nw9 ti`1t tyti } ''se' TVSAWs j WWI a c{�i n sfyY n; y{h r„u".•'�s 3�'s y;. r y. t k ?rii,. :! y kr` canz .,� Mid,}S s•y t. �rxF ,� r� ^ � 1,7 t a 5_ bill mg t 5 1 { 4 r �3! pA qr Y }Y Y '(j.� s'. arw. 3 tl'�yrr x t� ,y a S sr t� 1 Xa A 4 nQ y 111, r aM J l5 rs*F }y 5 yg yw+ r�.i. 4"st c,i 1 e''§n }' ,eq t',q 4 ?.M t L :•s 2 '`"fc' .q4"x't! + q y "r' " 2 q x 4• .7 � c d a y _,( r 7baY1 n §n KNEW n , 13! '� "`r .a n �£ 1 r ";a y,F a r 5 t C C Y,'a r+ f •�'a. ti r� b ka i ! C Massachusetts Society for the Prevention of Cruelty to Animals Founded 186,8rr Animal Sheller• 1577 Falmouth hRRo'a�. CenteMlle, MA 02632 • (617) 775-0940 r.7 T ke r'l1i5 ckr,aWi�nq C on the move for animals A4SPCA Massachusetts Society for the Prevention of Cruelly to Animals Founded 18681-' .- Animal Sheffer• 1577 Falmouth Road centeMlle, MA 02632 • (617) 775-0940 c � on the move for animals W _ V , rto.81:. o Y.... F�$.. ...5..00.......... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ...................T own............OF.....Ba 3M5tab1_e........................................................... ApphrFa#ion for 11ispoo al Workii Tonstrnrtinn ami# Application is hereby made for a Permit to Construct ( ) or Repair ( X) an Individual Sewage Disposal System at: Route 28, Centerville, MA 02632 (HOUSE) ................._.__.. . ............ ...........---•----------- - .........._..........._......._.. M S P C A Location-Address Falmouth Rd., Cen-Cer vAhe, MA 02632 ...................... --•--•-----•----•--•••--•---•---•.: ...........-•--•••••••--••-••••••••-•-••---........................-• - ............_...._.... er W A & B Cesspool Service 128 Bishops Terrace,Ad yannis, .MA 02601 Installer Address Type of Building Size Lot...----------•---•-------___Sq. feet aDwelling—No. of Bedrooms...........................................Expansir Attic ( ) Garbage Grinder ( ) p, Other—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) Q, Other fixtures - -•------------------------ ----.. ••-- W Design Flow............................................gallons per person per day. Total daily flow............................................gallons. WSeptic Tank—Liquid*capacity............gallons Length................ Width................ Diameter---------------- Depth................ x Disposal Trench—No. .................... Width.................... Total Length.....................Total leaching area....................sq. ft. Seepage Pit No..................... Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed by------------------------------------ ••--------•-------------------------- Date........................................ a Test Pit No. ................minutes per inch Depth of Test Pit.................... Depth to ground water...................... Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ a ....................................................:......................................................................................................... ODescription of Soil...5A A.-•-----------------•-•--...........---.....---•--.....-------•--•-------------------------------------................................................... x x U Nature of Repairs or Alterations—Answer when applicable.installa,tion...gf___ __.pm=cs stone_packed leach.pit...(overflow)..,.................................................. . .................................. Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE; 5 of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the boaro of h h. Si ned MIA!._ .._ Application Approved By------. -•' �----------------•-•--- ...............8�1`-81........ Date Application Disapproved for the following reasons:.............................................---.......------------------------•--------------------...----••-- ...----•......................••--•-•----------•--•----•--•-•-•-••••••-•••--•---------------••••.....---------------------------------------------------------------••--------•---------•-----•••••••--- Date Permit No--------8i------------------•----------------------- Issued..........8/31/81 Date F�B. ... .,.QQ.......... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ...........T owr1............O F....B%Xnstabla........--------------------------------------._......----- Appliration for Elispoii al Warkfi Tonstrurtiun ami# Application is hereby made for a Permit to Construct ( ) or Repair (X) an Individual Sewage Disposal System at: Route 28, Centerville, MA 02632 (HOUSE) ..... -- ................ ............................... ............... -----••-•---•-••------•-•-•--•--------........-•---•-•--••-••-•---•...........---•--------•-_•---- M S P C A Location-Address or Lot Falmouth Rd., Centervi et MA 02632 ...................... ...• •_--- --- --•••••---- ...---...--•-•• W A & B Cesspool Service 328 Bishops Terrace;`9yannis, MA 02601 .......... -------- Installer Address Type of Building Size Lot............................Sq. feet a Dwelling—No. of Bedrooms............................................Expansipn Attic ( ) Garbage Grinder ( ) p, Other—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) Q, Other fixtures ------------------------------------------------------ W Design Flow............................................gallons per person per day. Total daily flow............................................gallons. W. Septic Tank—Liquid capacity............gallons Length-------_------- Width................ Diameter---------------- Depth................ x Disposal Trench—No..................... Width.................... Total Length.................... Total leaching area--------------------sq. ft. Seepage Pit No..................... Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) aPercolation Test Results Performed by.......................................................................... Date........................................ Test Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water--_._._______-__-.-____. �r4 Test Pit No. 2................minutes per inch Depth of Test Pit..................._ Depth to ground water........................ W •-----------•----•--••-----•--•-----••------------------------------------------•---••-•••-•-------•............................................... _......... D Description of Soil.... w .....................................................-.................................................................................................................................................. U Nature of Repairs or Alteration —Answer when applicable-kMtallatio ...of_a-1,OOO..galj.oln__,p -CB,$t, stone packed--leach_pit.k.overflow� ._.._•..•.--_____ ---------------------------------------------------- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the board of health. r, Si ned;?2;:� ,.._/_ .tic....,✓- ``�'�' °y� , . 8/3181 ......_.._. Application Approved BY_ ......................... ............. Date Application Disapproved for the following reasons---------------------------------------------------------------------------------•--------------•------....••-•-- •........................••-•---•••---------•-•-•-•--•-•--•------=-----•••-••---•------••••----•-------------------------------------------------------------------------------------------------_-••-- Date Permit No........81....._------•-=--...•-••-___•-•--•-••_._.. Issued...---_-.8/31/81--------••-----•-------•-•••- Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ..................... arn..........OF......Barnstable ....................................................... Tntif iratr of TOMpliFana THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired (X) by A_&.B Cesspool-Service,_128_B shoE$_Terrace, HY , ,._ A.....02601............................................ Installer at.._..Falmouth-•Rd..,.._Route.-28_,_•Centerville� -MA_._._02632_•----- .........M a-.P... -A...------•------------------------------- has been installed in accordance with the provisions of TITLE 5 of The State Sanitary Code as described in the application for Disposal Works Construction Permit N�1!-----16,49.y................. dated_$�3�+/-81....___________-._............ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. 71 DATE........... Inspector_- i�. • -------•-----------------------•----••••-••••-••...._._..---- THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH Town Baal stable ..........................................O F..------............._............_....................::..:._....._................. [ No...8z:Sc j! FEE....$.-5.00...... Disposal Iforkii Cn>ani#rudilan Uprrmit A & B Cess o Permission Is hereby granted. P_..ol Service•••..--.................. to Construct ( ) or Repair (X ) an Individual Sewage Disposal S stem at No......Falmouth. Rd.� Route_.28!-.Centerville,-_MA..... 26,�2-_--_M S P C A Street f as shown on the application for Disposal Works Construction Permit f 81________________ Dated.......8/311181 .. '/ ----•-•--------------------•--•----•---- DATE ..... 8/31/81 r of Health ................. .... FORM 1255 HOBBS & WARREN, INC.. PUBLISHERS J LOCAT S WAGE PERMIT NO. / o od-, IVIL t AGE L�A INST LiER' NAME ADDRESS S UILDEIt OR �E� DATE PERMIT ISSUED _�3` DATE COMPLIANCE ISSUED ,�� .a�� to 3 d /OCO 9�:1 L O CAT , S WAGE PERMIT NO. �VIL AGE INSY LiEltl NAME ADDRESS a R UILDER OR JOL NE _ DATE PERMIT ISSUED `33 -v DATE COM ►LIANCE ISSUED � � . 1A 4.K � i TOWN OF BARNSTABLE w�JCA` i0iv' 6�q)r&&Al &A0 SEWAGE # VILLAGE_ W� ASSESSOR'S MAP & LOT .>l INSTALLER'S NAME PHONE NO. SEPTIC TANK CAPACITY /570D Z B&X LEACHING FACIL'TY:(type) Z Si--� Ju6) ICV70 NO. OF BEDROOMS- PRIVATE WELL OR PUBLIC WATER BUILDER OR OWNER �p6 DATE PERMIT ISSUED: DATE COMPLIANCE ISSUED: VARIANCE GRANTED: Yes No �� a ., o q S 3 L U � � o O � m N � N { l :. a stable _ M �r 0 S _ 9- :: P E e ARC L 083 _ 8 .2 t e , Ro u A e 202 554 S.F._ 28 . .... .. .... .: _ E 1 T PU � Area .65`Acres_ d I P W D 8 O _ .f P _ o T _ U : _ O _ _ F A ICI 0 , KEY E AP I '• LOCUS t": Utd Pole CQ lY SCALE I ,,, Utillt Y _ . . . .. Pole � O TO SCALE .. , I , etm 51 L . ' Poe , Wafer ., q er . . a :; LAN BOOK:72 P GE 41 , : Gaffe 51 n . .. a,, ..A ; DEEDBOOK 638 PAGE_ 9 st ASSESSO S MAP 209 PARCEL 83BENCHMARK ,,.0 � Concrete Bound .a To f �A 0 . `m - - � r m au _ I Assu ed d t EL 50.3 � ,,. ®. .. LEGEND:r PKrpct3 A .. . :qr � EXISTING CONTOUR 1 , . . ,, ... t .. :.: . In _ A •. , D -32 PROPOSED CONTOUR a , r r r .. •a. . .. x l2sa . . . ✓ .. , EXISTING SPOT GRADE , w , , PROPOSED SPOT GRADE - R W, WATER SERVICE LINE . . r _,. In 4 , , , OVERHEAD UTILITY SERVICE.' r ,m s a � ..a.,. � ,. r _ a , it '.. t r., r. ,. el _ :_ a.. ,dr D 9 _. r . , Ite r x 5 - � _. UNDERGROUND UTILITY SERVICE, ,,:- n c, n .a . .a s E 2 P --- n e To Fdto I r , a. y 1st , _ S SERVICE E L 5 nImaI SIt GA (NE f F un T ST HOLE BORING LOCATION 5 s SEPTIC TANK 0 as DISTRIBUTION-BOX A SOIL AB50RPTION SYSTEM,. e e e REERV F OR F R 5 'ED ' UTURE , d f .e 4" r UTILITY POLE r A � , .� CATCH BASIN H , X 1' tL 5 :U' 17 _ > , f I RE HYDRANT X r X P : WELL _ f TIE DIMENSIC7NS DRAINAGE MANHOLE w BOUND OUN D v � CONCRETE F I I I ,, Al : . I C 98. D6 7. .AI B 6 6 46 0 44 — - _ \ 12 _ -r X flF' K i -s , a T `A ' B `DS I LIM,I OF WORK 3 49.8 3 57 0 --C8_90 0 0 9 K F` I 4 537 B4 52 2 9 6 0 FEN A5 63.5 B5 Cl O 118.5 0 5 .I CE i >, 440 4 .._ . EDGE OF CLEARING o E 7.2 F 2 .6 ' 1 2. .2 , •� E 39 F 12 27 2 _ x �n , _ - 4 c/o , .. ;- .: .. ,:.. ✓'� a -.. - - .... .. _ \ et 7 \ \ S I� \ L . �a L \ A. , PARCEL 083 x x - X < , " . Ar ,,a 202 554 5 F• A A. r Acres_ea 4.65 ._ x i , I "s i X ; : J: < 5 9 s , n� S M PC A _ 5 O G c o Carmen Dicens 15 alm th a Cent rill MA 2 32 / o, 77 F ou Road, Ce e v e, 0 6 D , W d .0 A ,A -BUILT PLAN outh o Fa m Road,577 I d MA A : PL N BENNETTA ftEILLY11 Inc. SCALE ALE I _-30 _ Engineering, Environmental and Surveying OB Services 0 : E THIS :AREA IS SERV D : 1573 :Main Street - )Route,8A ` p 30 60 J0 BY TOWN WATER. ` 508 898-8830 Office Brewster MA .-P.O. Box 1667 02831 508 898-4887`Faz 5 -ALE —C I 30 DATE 8 AL . CH EC JOB NUMBER,BY. ,_ TF - ; M BO - 53' 06 4 6 P As Noted LJ I s ra i s SPCA w 53 as bulit.d 06.06 o d / G utocad 2005 Land Pro ect 2005\2005D w n �M 4536\d \4 6 N _ \A \ � 9 9 9 JMO : Locus Map Sco%• 1" = 500' N � " k ( d M FLOOR PLAN u; a ,FM, � . .°..... w. N r-� NOT TO SCALE ar " �E° W E f1600 FALMOUTH ROAD Q ' A MAP 209 PARCEL 14 3 � a ti r t d ! - Y 41C F V r 11 . .l.. *." tY's! wnnF� s xn.wre � I - ' r , w x r ' nEcrnvrr 8 u r �,/� xawtva rrmmn YY .. r - t �,. vlcN , � `udroownoN�. ....e r ..� k E E menwsrt PM1`':51 _. fi rl aA 1 ix - y P L..S r i t , S; - EEj � i .ma R S CI I; uuuoav ..2 .., ;v it } wANp' 'P f LX I 1y II wow (J Q r E G / F ��X SITE BENCHMARK (1): �jN e�NgT/p AL TOP CONCRETE BOUND Gar'/D iW""'"" a, EL. - 54.44 (NAV088) CpVIMEAtiW 1eW AD°Ft[9N AP,op G Ord 0 Iy _'.-� #14 H oW /♦��r • s 1F'P,�W, Iq :_/ ,K1550 FALMOUTH ROAD a � G � 1 MAP 209 ARCS 15 " »aN »r mil vCC. G PARCEL ., �'�` v Jr'' �.14 ,4riIG6 1 gFPICEOrFiCd { S f /!q"J 5' O '� �, G GENERAL NOTES dr,. ' 2 1 i w r ,�r muTi �r~ I cB �� OHW �sT O,q G BENCHMARK (1): ELEVATION = 54.44 ( AN Wg8) W '��'yi�h'�ygY c 1 TOP OF CONCRETE BOUND E , #1597 FALMOUTH ROAD L- `'' W �4YOLjTda?7 � BENCHMARK (2): ELEVATION = 48.90 lNAVDH8) r � I { MAP 209 PARCEL / 84 ¢6 " 8p•lyl SPIKE SET � pE� t t .� P GpgSS G 2. ALL CONSTRUCTION METHODS AND MATERIALS TO � q/C 'OU�pER W� CONFORM TO TITLE 5 AND THE TOWN OF BARNSTABLE l A E�yq� p W vc, BOARD OF HEALTH REGULATIONS. KM" } / EXISTING BUILDING 508 TO BE RAZED `s �\ _. - _ OHW ( ) `�•. 53.50 r 3'� i W G 3COMPONENTS E MAG NE TAPE OR A COMPARABLE EANS IN WITH DER 04'46 53.50 's �j0¢3 aE W TO LOCATE THEM ONCE BURIED 4. NO FIELD MODIFICATION TO THE SYSTEM SHALL BE PROPOSED WATER SERVICE '\ ¢ _. .. G'Qgss MADE WITHOUT PRIOR WRITTEN APPROVAL OF THE (MAINTAIN 10' MIN. FROM SEPTIC COMPONENTS) \ 52xB DESIGN ENGINEER AND BOARD OF HEALTH. 5270 ¢ \ 5. ALL JOINTS AND COVERS TO BE WATERTIGHT. ,¢/1617 FALMOUTY ROAD „ O TE�UA,B 5210 5/' / - Y� '°A E/yq wcC 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAP 209 PARCEL 85 L l�0 S/p VERIFYING THE ACTUAL LOCATION OF ANY EXISTING c�h _ EXISTING SEPTIC TANK \s� 1i� UTILITIES. CB (TO BE PUMPED and REMOVED) 4 54,Y 54X3• EX/STING BUILDING b� ``- �N� J -""'(TO BE RAZED) � �� '"'� � � 7. A CERTIFICATE OF COMPLIANCE MUST BE OBTAINED �`\ OHW PRIOR TO BACKFILLING SYSTEM. 51.70 54.00 54X3 -- a ti 8. OWNER: THE MASSACHUSETTS SOCIETY FOR THE 51.30 U71L- POLE If --•-'- ``"" � SsXo E,Y 4` �' '� `-----� PREVENTION OF CRUELTY TO ANIMALS y 52 54XJ. � ) 350 HUNTINGTON AVENUE 51.80 / r� �--- ------ BOSTON, MA 02130 4 0 - - \ C 370` EXISTING SEPTIC TANKS `--- $.56'5 , \\ y r ssX3 (TO BE PUMPED and REMOVED) T� \ 9. DEED REFERENCE: Deed Bk: 638 Pg: 9 1 0.81 '_ 50.85 \ 51.30 `- "<r;: ` �� �r�� - r- 1� 10. PLAN REFERENCES: Plan Bk: 72 Pg: 41 r Plan Bk: 216 P 101 1 50 93 \ 51.40 Plan Bk: 80 Pg: 127 six `- L T 5xs y ` Plan Bk: 249 Pg: 31 \ r 170 Plan Bk: 363 P : 36 n 51.50 4i se;X2 9 soXs / \ ,� - �` IN, j Plan Bk 365 Pg: 44 e snx3 / 51Xs ry b \ �. - ® \ �\ 11. THE DESIGN IS INTENDED TO MEET TITLE V AND OTHER F S� E 1v 51.50 f� r• \/ j- 0 GUAAPPRIANTEE THCABLE ATITHEESYSTEM THIS BE IDOES NOT NSTALLED AS S. , DESIGNED, NOR DOES THIS PLAN GUARANTEE THE / 6 0 ' 0� / I N 3. 6:4 // 50.55 ._`.._._"__,_ 50.35 ,. --.,,.� S�-._.. <�,,� .�-�- -���... � �... ~""'�- \ � �''\, 51.70 �� �, -'' 13 i �\ ti P521 FALMOUTH ROAD � ��' 52.45 p MAP 209 PARCEL 82 OPERATION OF THE SYSTEM. TP-2 ��p.- 12. THIS SYSTEM IS NOT DESIGNED NOR INTENDED FOR USE / 0 O APPROXIMATE LOCATION e�/ S�Q �.50 __ ',•,.,;'`��\ s \�- -�' o WITH A GARBAGE GRINDER. OF RECORD TEST PITS S� �Q 1p�\�A 13, THE SYSTEM OWNER SHALL BE RESPONSIBLE TO PUMP ! 50.40 / (REFER TO PLAN ON ,� '9���" /� F•c, �I� L1�D�Ol 51.50 t�� \ 54xa THE SEPTIC TANK AT LEAST ONCE EVERY THREE \ / FILE FOR FURTHEREP�y%� \ 549 YEARS. DETAILS " ` F .5 h°` 64X7 ?2 ` �O D-BOX r �o LOCUS DOES NOT FALL WITHIN A ZONE II WELLHEAD Sorg 50.35 49.50 // ? ) O O\ < PROPOSED I c> PROTECTION AREA. 14. . ' 4sNs / J m / 7 EXISTING D-BOX . , � `' `'' � t o 15. LOCUS DOES NOT FALL..WITHIN THE NATURAL HERITAGE TP-1 TO BE PUMPED and REMOVED ,. 51.50 -o t and ENDANGERED.SPECIES PROGRAM NHESP);.,AREAS _ r , ,:. , V =;:., \ `. `i .. ',O`''O �a' OF ESTIMATED HABITAT OF RARE WILDLIFE and ;(' ,:> PRIORITY HABITAT OF RARE SPECIES. \, f , I ,�Z 16. LOCUS DOES NOT FALL WITHIN A SPECIAL FLOOD \ \ _ 4sXa T3, \ \ \ \ \ 51.50, \ -+ E ,,, , ,. _ � � \ \ \ \ \ \ HAZARD ZONE AS SHOWN ON FEMA FLOOD INSURANCE 51.50 M\N- RATE MAP No 25019C-0086-G dated 06/09/2014. \ \ \ \ \ \ \ \ Zay 17. LOCUS DOES FALL WITHIN THE AQUIFER PROTECTION N i N O O 5 `- / OVERLAY DISTRCIT. C-A �,, \ / / 1� O O \ \ \ \ \ \ y �\ S r BUT ER5� 18. LOCUS DOES FALL WITHIN THE SALTWATER ESTUARY IVAP 209 - \ 4Y6 i l 4 \ \ \\�-\. Y SHED �\ PROTECTION OVERLAY DISTRICT. i / RE �.� 50 \\\ y ~ �� 19. SEE SITE DEVELOPMENT PLANS PREPARED BY THIS FIRM PARCEL S.J7 / RFSELOCq \\ \ 7 APPROXIMATE LOCATION OF EX/STING S - _ _ �y FOR ADDITIONAL INFORMATION ON DRAINAGE, UTILITIES, 126 OLD POST ROAD 55x4 48x5 1 R fi0 48 \ ` # >89 840-t- s f. F (3 �\ ( ) . MAP 209 PARCEL 91 __._ 1 �� ? �qRF � Z \ � `. SOIL ABSORPTION SYSTEM 40 x 52' y� � �\ etc. , 4.36f cc. 50 g0 2,08 6S. q 4 (TO BE MAINTAINED - REFER TO RECORD 54-- - GAS SERVICE 7 £ 0 AS-BUILT ON FILE WITH TOWN OF BARNSTABLE c� i' PROPOSED 6,000 GALLON ) 4sX2 �' 4S 0 i (2 COMPARTMENT) SEPTIC TANK U0 FND _"` 1 - _ -H SITE BENCHMARK (2): �'`'�, "`�• e52' �� SPIKE SET W _ _ W S 8875:38"E 799.48' \ _ __ - ) EL. - 48.90 (NAVD88 49X1 ✓ W W W - EX. EDGE OF PAbEMENT � t , W W W A A�'PRor eu wArER MAIN`" W IN w PLAN SCALE OLD POST- �`b , ` O A V J f F 0 6 12 18 24 30 45 60 90 APPROX. OAS AIN per NA AONAL GRID COUNTY LAYOUT 40' l�DE �p I WG G G G G 1 inch = 30 feet M OH IN o z z OH W OH W - APPROX- GAS MAIN per NAAONAL GRID U Q Q o h e N Prepared By: W o �� o�h z z 1145 OLD POST ROAD P57 OLD POST ROAD 167 OLD POST ROAD o o > � CB/DISK Tr MAP 209 PARCEL 62 # `� >75 OLD POST ROAD a MAP 209 PARCEL 121 4 ` a FND. Y 7 MAP 209 PARCEL 61 40, O MAP 209 PARCEL 52-1 ,OV185 OLD POST ROAD nr',� 205 OLD POST ROAD >z z N o N MAP 209 PARCEL 52-3 N�N AP 209 PARCEL 57 49 HERRING POND ROAD 19 OLD SOUTH ROAD z`_ BUZZARDS BAY, MA 02532 NANTUCKET, MA 02654 oZDESIGN CALCULATIONS xz z (tei) 608.833.0070 (tel) 508.326.0044 o o Z Ro 10' MIN ��p�OF Ntgss� (fax)508.833.2282 www.brackeneng.com c : - s DESIGN FLOW REQUIRED: W ~" 24" DIA. SECURABLEL1� F' ` PROPOSED SUBSURFACE w W 24 DIA. SECURABLE W v N ACCESS COVER BRACKEN. JR. r^ � azz N a ACCESS COVERS " ~ I 24 KENNELS 050 GPD/KENNEL = 1,200 GPD U Y TO GRADE 24 DIA. RISER, CIVIL u, 0 01Y BLDG SLAB = 52.25 F.G.=rj2f TO GRADE TO GRADE "� fNo.'3707 60 vISITORS/DAY GPD/VISITOR 1so GPD SEWAGE DISPOSAL SYSTEM ' �: �. IN BARNSTABLE, MASSACHUSETTS F.G.= 52f t0 51.5f G� TOTAL FLOW =12` MIN. 1,380 GPD c V)Ln w OiJAL � Q d_ 36' MAXIF F.G.= 50f Prepared For: z t5 x 50.3t F.G. SOt to 51.6f SEPTIC TANK REQUIRED: 4,500 GALLON - (2) COMPARTMENT SEPTIC TANK THE MASSACHUSETTS SOCIETY 0 of �W0,7 _ uauiD�v�L _ _ 6 SCH. 40 P.V FIRST 2 z Q r W 6 CAST IRON SEPTIC TANK PROPOSED: 6,000 GALLON (2) COMPARTMENT SEPTIC TANK FOR THE PREVENTION OF �no� S 2,00% MIN. tD" _ " C. w W gj W 5=1.00% MIN. SET LEVEL q SCH. 40 P.V.C. (2) COMPARTMENT TANK: let COMPARTMENT = 2,760 GAL. (MIN.) o N INV.= 49.50 INV.= 48.86 INVERTED PIPE 26.5" 34" - " s 2nd COMPARTMENT = 1,380 GAL. (MIN.) CRUELTY TO ANIMALS _� SHAPED PIPE � � INV.- 4$.61 TOP 48 6f w S w .I o 6" SCH. 40 PVC 2nd INV.=48.37 °�ao,q S=1.00% MIN. a 3 #1577 FALMOUTH ROAD z 00� 1st COMPARTMENT 2,060 GALS INV.-48.20 EXISTING LEACHING SYSTEM: MAP 209 PARCEL 83 w OXZ a o 2 6" COMPACTED STONE 4,000 GALS (2,760 min.) (1,380 min.) » * x a,' ... ..o, .t d.fi, , .:,, , �� �.,. .z.x. ixr . A300 12 x36 INV. _48 of Q W 5 o BASE ON COMPACTED g_D" 4'-8" ZABEL FILTER STONE LEACHING FIELD 40' WIDE x 52' LONG x 1' DEEP M� SUBGRADE (TYP,) W/SUPPORT LEG PROPOSED DISTRIBUTION BOX EXISTING SOIL ABSORPTION SYSTEM m r NOTES °'0 °°0 °'° °°0 ° ° °°0 °'° °°0 °'° °°0 °'0 °°0 °°0 °'° °-- °' (SEE MANE• INST.) PRE-CAST WATERTIGHT TO BE MAINTAINED - REFER TO RECORD EFFECTIVE LEACHING: mZ(50, iy i i i i�i .. . ..� �yi (H-10 LOADING W z (1) ALL SYSTEM COMPNENTS TO BE MARKED WITH i �� � ��� � :��� �'� � AS-BUILT ON FILE WITH TOWN OF BARNSTABLE ^�E MAGNETIC MARKING TAPE. PROPOSED 6,000 GALLON MBO 7'x15' PRE-CAST » DB-9 (40 L.F.)(52 L.F.) = 2,080 S.F. EFFECTIVE 2-COMPARTMENT SEPTIC TANK OR EQUAL 6 MIN. SUMP (2) ALL SYSTEM COMPONENTS TO BE WITHIN 36" OF 12" MAX. DEPTH LOADING RATE = 0.74 GPD/SF So FINISHED GRADE. (H-20 LOAaNG) SYSTEM PROFILE *ALL EXISTING INVERTS TO BE VERIFIED BY EXISTING FLOW PROVIDED: 1,539 GPD > 1,380 GPD REQUIRED TANK TO BE EMBOSSED WITH NO G.W. to EL. 39.6t ASTM STANDARD C 1227-93 SEAL NOT TO SCALE CONTRACTOR PRIOR TO CONSTRUCTION No. Date Revision Description By o - (per RECORD PLAN) Q s Date: Drawn: Checked: Sheet; U} NOVEMBER 15, 2016 RMM/BEI DFB/AMC 1 of 1 O Z W z S:\Autocod Drowings\Barnstable\Falmouth Rood\1577 Falmouth Rood\1577 Falmouth Rood - Septic Plan.dwg t---- _ Barnstable, GENERAL NOTES : SOIL TEST LOG5 . 5Y5TEM DE51GN CALCULATIONS : MA A.) NEITHER DRIVEWAYS NOR PARKING AREAS ARE ALLOWED OVER SEPTIC SYSTEM TEST HOLE 1 : EL=43.9± SEWAGE DESIGN FLOW: DEPTH FROM SOIL SOIL SOIL SOIL OTHER SHELTER: EQUIVALENT OF 18 KENNELS @ 50 GPD/KENNEL = 900 GPD UNLESS H-20 COMPONENTS ARE USED. SURFACE HORIZON TEXTURE COLOR MOTTLING HOUSE: 4 BEDROOM DWELLING @ I 10 GPD/BEDROOM = 440 GPD B.)THE DESIGNER WILL NOT BE RESPONSIBLE FOR THE SYSTEM AS DESIGNED UN- (INCHES) (USDA) (MUNSELL) + 500 S.F. OFFICE SPACE @ 75 GPD/ 1000 S.F. = 37.5 GPD 403.98' LE55 CONSTRUCTED AS SHOWN, ANY CHANGES SHALL BE APPROVED IN WRITING. 0"-4" A Medium Sand L(:;m I OYR 3 3 NONE + EQUIVALENT OF 2 KENNELS @ 50 GPD/KENNEL = 100 GPD i N8G°3025"E v O F 4"-33" B Medium Sand Loam I OYR 4 6 NONE 40%Gravel TOTAL DESIGN FLOW= 1477.5 GPD C.)CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL 33"-1©4" C F-M Sand Loam 2.5Y GIG NONE 5%Gravel Perc 48" LEACHING CAPACITY REQUIRED: P c UNDERGROUND AND OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK. - 104"-1 29" C2 IM-C Sand _• I OYR GIG NONE 1 0%Gravel 1477.5 GPD REQUIRED CONSTf�UCTION NOTES : -- S Route28 SEPTIC TANK CAPACITY REQUIRED: �, S i SHELTER DAILY FLOW = 900 GPD @ 200% = 1 800 GAL. REQUIRED �� O - �iP v � TEST HOLE 2: EL=46.5± O i, �, /� fLd DEPTH FROM SOIL SOIL SOIL SOIL OTHER HOUSE DAILY FLOW= 577.5 GPD @ 200% = 1 155 GAL. REQUIRED �� s 1 .)ALL CONSTRUCTION SHALL CONFORM TO THE STATE ENVIRONMENTAL CODE, SURFACE HORIZON TEXTURE COLOR MOTTLING TITLE 5, AND THE REQUIREMENTS OF THE LOCAL BOARD OF HEALTH. (INCHES) (USDA) (MUN5ELL) SEPTIC TANK CAPACITY PROVIDED: 0 SHELTER: EXISTING 1000 GALLON TANK AND PROPOSED 2000 GALLON TANK / 0 2.)SEPTIC TANK(S), GREASE TRAP(S), DOSING CHAMBER 0"-4" A Medium Sand Loam I OYR 33 NONE S)AND DISTRIBUTION HOUSE: EXISTING 1500 GALLON SEPTIC TANK(MIN. ALLOWED) BOX(ES) SHALL BE SET ON A LEVEL STABLE BASE WHICH HAS BEEN MECHANICALLY 4"-32" B Medium Sand 6 Loam I OYR 4 NONE r \d LEACHING CAPACITY PROVIDED: �� COMPACTED, OR ON A 6 INCH CRUSHED STONE BASE. 32"-76" C I M-C Sand Loam_ 2.5Y GIG NONE 20-30%Gravel Perc 48" 10 N'� _ ��CUS 76"-132" C2 M-C Sand I OYR 6 6 NONE I 0%Gravel ONE (I)40.0'X 52.0'X I .O'LEACHING FIELD CAN LEACH: ! 03�` 3.)SEPTIC TANKS) SHALL MEET ASTM STANDARD C 1 1 27-93 AND SHALL HAVE Vt=[(40.0 X 52.0)x 0.74 GPD/SF=1 539 GPD �2 AT LEAST THREE 20"DIAMETER MANHOLES. THE MINIMUM DEPTH FROM THE BOT- 1 539 GPD>1477.5 GPD REQUIRED m NOT TO SCALE TOM OF THE SEPTIC TANK TO THE FLOW LINE SHALL BE 48"• DATE OF TESTING: 06/2 I/06 NOTE: A GARBAGE DISPOSAL IS NOT PERMITTED WITH THIS DESIGN. 2� PARCEL 083 4.)SCHEDULE 40 PVC INLET AND OUTLET TEES SHALL EXTEND A MINIMUM OF G" PERCOLATION RATE: LESS THAN 2 MIN/INCH IN "C"LAYERS. INSTALL: fO 2� N WITNESSED BY: LINDA J. PINTO, P.E., BENVETT*O'REILLY, INC. �5 �� Area=202,554 S.F.± ABOVE THE FLOW LINE OF THE SEPTIC TANK AND SHALL BE INSTALLED ON THE DONALD DESMARAIS NO WATER ENCOUNTERED A�"\A/, AG`_NT, BARNSTABLE HEALTH DEPARTMENT ONE (1) - 2000 GALLON SEPTIC TANK Area=4.G5 Acres±� 50 PLAN BOOK 72 PAGE 4 I 19 CENTERLINE OF THE TANK DIRECTLY UNDER THE CLEANOUT MANHOLE. ONE (1) - 9 OUTLET DISTRIBUTION BOX(H-20 Rated) / 5-7 �j` o DEED BOOK G3(5 PAGE 9 5.) RAISE COVERS OF THE SEPTIC TANK AND DISTRIBUTION BOX WITH PRECAST USE A LOADING RATE OF 0.74 GPD/5F FO'SIZING OF SOIL ABSORPTION SYSTEM. ONE (1) - 40.0'x 52.0'x I.O' LEACH FIELD s 7 co A55E55OR5' MAP 209 PARCEL 083 CONCRETE WATER TIGHT RISERS OVER INLET TEES TO WITHIN G"OF NINE (9) -CLEANOUTS �FO S� FINISH GRADE, OR AS APPROVED BY THE LOCAL BOARD OF HEALTH AGENT. G.) PIPING SHALL CONSIST OF 4"SCHEDULE 40 PVC OR EQUIVALENT. PIPE SHALL Notes: O SG LEGEND 1 .) 4 Bedroom house utilized as 500 s.f. office space and cat kennels �C` � BE LAID ON A MINIMUM CONTINUOUS GRADE OF NOT LESS THAN I%. (equivalent of 2 dog kennels). -- 2.)Shelter has 12 do kennels, 2 cat rooms, and numerous other small EXISTING CONTOUR 7.) DISTRIBUTION LINES FOR SOIL ABSORPTION SYSTEM (AS REQUIRED)SHALL BE 9 '7' 4" DIAMETER SCHEDULE 40 PVC LAID AT 0.005 FT/FT. LINE SHALL BE CAPPED animals in cages for an equivalent of 18 kennels total. R. _ 32 PROPOSED CONTOUR AT END OR AS NOTED. 3.)Average water usage records over the past three years = 589 gpd. SS KEY MAP X 12.34 EXISTING SPOT GRADE Design Flow of 1 539 gpd > 1 178 gpd(200%of 589 gpd) 8.) OUTLET PIPES FROM DISTRIBUTION BOX SHALL REMAIN LEVEL FOR AT LEAST SCALE I "= 100' 24x5 PROPOSED SPOT GRADE 2' BEFORE PITCHING TO SOIL ABSORPTION SYSTEM. WATER TEST DISTRIBUTION - - WATER SERVICE LINE BOX TO ASSURE EVEN DISTRIBUTION. -°- OVERHEAD UTILITY SERVICE 9.) DISTRIBUTION BOX SHALL HAVE A MINIMUM SUMP OF G" MEASURED BELOW -u- UNDERGROUND UTILITY SERVICE THE OUTLET INVERT. _G_ GAS SERVICE LINE 10.) BASE AGGREGATE FOR THE LEACHING FACILITY SHALL CONSIST OF 3/4"TO TP TEST HOLE/ BORING LOCATION 1-112"DOUBLE WASHED STONE FREE OF IRON, FINES AND DUST AND SHALL BE INSTALLED BELOW THE CROWN OF THE DISTRIBUTION LINE TO THE BOTTOM OF THE `' ST SEPTIC TANK SOIL ABSORPTION SYSTEM. BASE AGGREGATE SHALL BE COVERED WITH A 2" �1Q V : fn D8 DISTRIBUTION BOX LAYER OF 1/8"TO 112" DOUBLE WASHED STONE FREE OF IRON, FINES AND DUST. I . C Urn SAS 501L ABSORPTION SYSTEM 1 1 .) VENT SOIL ABSORPTION SYSTEM WHEN DISTRIBUTION LINES EXCEED 50 FEET; WHEN LOCATED EITHER IN WHOLE OR IN PART UNDER DRIVEWAYS, PARKING AREAS, g '` Reserve RESERVED FOR FUTURE TURNING AREAS OR OTHER IMPERVIOUS MATERIAL; OR WHEN PRESSURE DOSED. �\ - ',\.i X � UTILITY POLE 12.)SOIL ABSORPTION SYSTEM SHALL BE COVERED WITH A MINIMUM OF 9"OF G j�� "` 2�) I ® CATCH BASIN CLEAN MEDIUM SAND (EXCLUDING TOPSOIL). �r n a �gQ' Wlde - Pub11c) ROUTE �h,,r� '� o S FIRE HYDRANT � - FALMOUTN ROAD ��� ' ® WELL 13.) FINISH GRADE SHALL BE A MAXIMUM OF 36"OVER THE TOP OF ALL SYSTEM `9 COMPONENTS, INCLUDING THE SEPTIC TANK, DISTRIBUTION BOX, DOSING CHAMBER AND SOIL ABSORPTION SYSTEM. SEPTIC TANKS SHALL HAVE A MINIMUM COVER V ! I L�p ® DRAINAGE MANHOLE Of 911. 46.64 �r CONCRETE BOUND, FOUND 14.) FROM THE DATE OF INSTALLATION OF THE SOIL ABSORPTION SYSTEM UNTIL \fc. IF 47.89 - 47.32 Ut1 I. / TOP OF BANK RECEIPT OF A CERTIFICATE OF COMPLIANCE, THE PERIMETER OF THE SOIL ABSORP- i 7.72 Pole 7.7 .� - TION SYSTEM SHALL BE STAKED AND FLAGGED TO PREVENT THE USE OF SUCH 48.39 LIMIT OF WORK AREA FOR ALL ACTIVITIES THAT MIGHT DAMAGE THE SYSTEM. 48.8048.40 Utility x 4b.18 - # ° x a7.73 EDGE O NG 8.52 Pole CR49.5415.)THE BOARD OF HEALTH SHALL REQUIRE INSPECTION OF ALL CONSTRUCTION 49 04 Utility 48.98 4a.78 ' � 49 74 � F CLEARIPole x 4a38 €xisting Srdewaik .98' x BY AN AGENT OF THE BOARD OF HEALTH (OR THE DESIGNER IF THIS SYSTEM RE- 4��QUIRES A VARIANCE) AND MAY REQUIRE SUCH PERSON TO CERTIFY IN WRITING aEerr.s• 49.0� so.o 48.6849.83 49.?21. Gate 4,%THAT ALL WORK HAS BEEN COMPLETED IN ACCORDANCE WITH THE TERMS OF THE so 44 49.29 ,...<sexb� 49.36 PERMIT AND APPROVED PLANS. 48 HOURS ADVANCE NOTICE IS REQUESTED. 13 : BENCHMARK: �' 50.30 x Po5t 49.68 Existin D-Box and Leach Pits 4" P - I G.)SOIL REMOVAL: ALL TOPSOIL AND SUBSOIL SHALL BE REMOVED FOR 49 74 -- -° x 49.ss ` Top of Concrete Bound � �� � � ,•! (2) to be Abandoned(See A DISTANCE OF 5'FROM THE SOIL ABSORPTION SYSTEM DOWN TO THE CLEAN D FjO I EL=50.3 I(Assumed datunQ s0.o I 49.84 x 4s.84 r00 Note#18) LAYER(EL=4 1 .1 ±). LOAMY SAND UNDER THE SAS TO BE REMOVED TO THE -- SAND MEDIUM-COARSE SAND LAYER(EL=40.1 ±). AREA TO BE BACKFILLED WITH CLEAN 45 Wye I I .-- i so.83 x Connection SAND AND COMPACTED TO MINIMIZE SETTLING. so.l7 A .VR h �A , � 17.) INSTALLER SHALL VERIFY INVERT ELEVATIONS PRIOR TO INSTALLATION OF I ) Exlytin paved Drive �1f� ANY SEPTIC SYSTEM COMPONENTS. l �� . ,z 7., and Parking , s0.22 so.o3 0:r 47X1 _X~,� 1 so.04 V l '# r so. 5 I.65 _ 50.79 \ ( ` 5 s` 18.) EXISTING SEPTIC COMPONENTS TO BE PUMPED DRY, FILLED WITH CLEAN SAND, 1' 51.27 50.63 a I a _ l.99 5 1.55 .. ' . / yW- s O.OI 5 AND ABANDONED IN PLACE. AREA TO BE COMPACTED TO MINIMIZE SETTLING. %_, x 1.3-. 7 3` J 5o.sz x / --- Existin 4 Bedroom x 52. d r I -___ w.: 1 9.) GAS BAFFLES AND ZABEL FILTERS (POLYLOK MODEL PL-122)TO BE INSTALLED ATOffice- '-A50.49 - n.- ,en ,.. _. -. ,or,cr. nNin I i --._ .-_... _. _ I I �.fl.r,6 JV.4� with nivn _ v c1 Ariimai Sne. r ti 9 Dwelling � Euiatm� GP CLEANED WEEKLY TO PREVENT FUR BUILDUP AND BACKUP CF SEWAGE INTO BUILDING. I 5'Soil Removal (Sec Ncte# F,) 5 f:92 To of Foundation x 51.78 I C,w P ' x so.7s b - Sep INITIAL MONITORING BY ENGINEER MAY MODIFY FILTER CLEANING SCHEDULE. Exist' Animal shelter --- I Septic Tank I _•.. � �1� ' �JL\ EL=52.5 91 g 1 C;oncre 51z I - ------ \ �� 50.54 Top Of Foundation 5 L=5 I .I Log iw --- \ � cx I I 20.) ENGINEER AND HEALTH AGENT SHALL VERIFY SOILS TO ELEVATION 37.0± PRIOR ns TO INSTALLATION OF ANY SEPTIC SYSTEM COMPONENTS. 52' 18 Ke ne �� `�c�' ` � �1.32 ..., awcu �t , n 21 .) PVC TEES TO BE INSTALLED IN EXISTING SEPTIC TANKS AS SPECIFIED BELOW. �[Y' ` �J \` �a / S t j 0.36 +J 50.3 1 � 0.64 50.26 X__ �.-_X Concrete(typ.) o 22.) RECOMMEND PUMPING AND CLEANING SEPTIC TANKS YEAR TO PREVENT PLAN VIEW 52.1J3 r�"' x µL r o 5I.76 CEO DETAIL SOLIDS CARRYOVER TO THE SAS. L -" - Z �` 1 � so.l s Cleanouts to SCALE: I " = I O' SCALE: I - 1 0' I rade(t I 1 x 50.47 9 Yp) Existing Septic Components to ! 51. E Shed s a2X ,i( X 50.04 1PG�f a,1 S be Located and Abandoned c/o \ 51.7E " ' �«--X 49.85 �' .��� 6 Ili �" INSPECTION NOTE: [Two(2) Leach Pits and One \ '�- 50.95 "'w �-X 9.59 lUl� �.•� 5 .JO x 51.51 x-Fff 12 50.05 X X 9.82 Vce, cll PRIOR TO FINAL INSPECTION BY THE ENGINEER, SYSTEM (I) D-Box] (See Note#18) I \ 50.CO x 51.19 O•/1�\ ✓ 49.66 � � � {e' NEEDS TO BE COMPLETE INCLUDING BUILDUP FOR COVERS. I x 5I. ` "" I �1" 9 11 \\ .74 48.86 _ x 49.37 x 49.1 2 O C�V/� J N x h �v1�Q�, e.11ss ✓✓ ff G/O X ,. x 46.55 x 1 .. -t nS �o fix'413.97 G \,, �1 ) I Existing la�.a7 x a7.7 .\ 2(0 rip^ FLOW FRO F I LES • Leach Pits -7 47,.3 ¢�56 O 4 .88 i }�` �"•r Bdrm 46.96 r 4 x 47.55 x 4 \. NOT TO SCALE Bdrm Office Bdrm • A � 4sz3 x as.18 "18•14,c c x-�i:99 �_2 47.os a. �. �}4 d� sr�� PROPOSED Office Bdrm 44.78 43 68 \ x 47.4o x 47.z4 TOP OF FOUNDATION 24"Diam. Cast Iron Frame and Cover Dog Sun Office Btli F• _ Raised to Grade Kennels Porch Cat Room Kitchen /� }'s�,�' , + EL=52.5± Use LeBaron LK I I CA or Equal Exam // 42.27 42.5s Lobby / 42-.e - 5' Soll Removal Existin EL=51 .5± k � / x o $7 °�+,; .,�. Bt Surg. �••. // CJ 44.3� 41.68 dL a '� e► win` `�- (See Note#16) is44. Gat Sink Area x 45.26 \/ TP-j,! 4 .80 °�- 4�� , 4 .44 `Lrw III i 48± Room . O,,L 42.93 x 46.14 , I n S!-' Existing Cat Sick Gar a:�e J ®2.84 x \ p x 46.12 VI` •)' \ C / Lndry Room Exam corn �, > X to D-Box--- // v ' + 47± � ;.. ` � :42.7z \ 43.Is _- �` . •�ic, � lir � Yl� �M'L �5 1 .I _ Exist' 1 O 4° 47± // x 40.38 45.1 4 ` `,00 Existin 9 Existin 3`t 4 .88 � C 4�, 3 / Grading Critical for X 4'°" T g ELOOf� PLAN-Sf-1ELTER x / , 43.a5 --- 7-- GAS BAFFLE ;3.s,' �' \ Breakout Prevention X 1 HOU5E/OFFICE AND ZABEL FILTER Is x41.36 A95 �A� (SEE NOTE#1 9) NOT TO SCALE F LO O PLAN-H O U 5 E ' �'- 43.19 x 42.8) 4x� EXISTING NOT TO SCALE PARCEL 063 ,,� ►� , - -,� .�•--178' �.: � Area=202,�'54 S.F.± x + � •\� �,,►� ��c,, 53' 1500 GALLON Area- .G5 Acres-±- SEPTIC TANK '�•. ��i to Remain 24" Diameter Concrete Cover . i Raised to within 6"of Finish w 43.25 Cleanouts Grade(or as Noted) e -7 to grade. (See Note#5) Existing Concrete Cover PROPOSED Locations x 43.zo 43.6s 24" Diam. Cast Iron Frame and Cover 24" Dlam. Cast Iron Frame and Ccver as shown J 'f TOP OF FOUNDATION at Grade x 42.45 ,,n EL=5 I.I ± Raised to Grade Raised to Grade on plan 43.2s a O PD \. ( �v Use LeBaron LK I I OA or Equal Use LeBaron LK I I CA or Equal l y� 9 r+ Existin EL=50.3± Existin EL=50.3± 1 Pro osed EL=46.2(m') Pro osed EL=45. -47.0 1�05� X 43.18 42.60 1 49.0± y 49.5± 9" M' - 36" Max O�D ��oi w`de �"OF I►�q' M 5 PCA Existing 42.54 �0"N P!. c/o Carmen Dlcenso, 1577 Falmouth Road, Centerville, MA 02632 44.0+ ®'R�ILt Y i 2" LAYER OF 1/8" 1/2"STONE '�8 y PLAN _ - - FYI` SEWAGE DISPOSAL SYSTEM Existing 47.85 10" 4" 47.60 47.2± 1 0" 14" ( ? 46.9± ", ' / I.1 .2';,8 OI�I� ;, 43.24 T 43.50 1 577 Falmouth Road, Centerville, MA 3' 4'O T 3' 4+ T 44.17 44.00 42.24 SCALE 1 "=30' ss�avn�e�`ca PROPOSED I PROPOSED I 2" DROP GAS BAFFLE Engineer to verify 50115 to THIS AREA Is SERVED BENNETT O'REILLY, Inc. SHELTER AND ZABEL FILTER LEACH I NG FIELD G. EL=37.0± (See Note#20) BY TOWN WATER. (SEE NOTE#19) 40.0'x 52.0'x I.0' Engineering, Environmental and Surveying O Services PROPOSED 42, (STING N't vd �-- 96' Long25t Run EL=35.5± Bottom of Test Pit#2 0 30 6o 90 1573 Main Street - Route 6A 2000 GALLON 1000 N I P.O. Box 1667 SEPTIC TANK Plumbing in exciting septic tank to be SEPTIC TANK `�y�1IGN DB 9 (508)896-6630 Office Brewster, MA 02631 (508)896-4687 Fax lowered to allow pitch (0.01 ft/ft) ! D-BOx SCALE I "=3O L: ]IL5E: BY: CHECK: JOB NUMBER: to Remain from proposed septic tank. H-20 7/1 4/06 Noted LJP/I MTF/ BOOG-453G G:\Autocad 2005\Land PrZIects 2005\2005Drawings\M5PCA453G\dwg\4536sds.dwg JMO - l.�`�'s Cc1o,,u� �)Srt3 �l00 30/j