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BP-3335 BU I LD I NG PERMIT . : Dartmouth Building Department Plat: 66 400 Slocum Road-P.O. Box 9399 Lot(s) : 2-118 Dartmouth, MA 02747 Lot Size:49, 980 Telephone 508-999-0720 Zoning Dist. :SRB July 16, 1997,,b((Syp )97 PClerk:No.: 93, 3g_e Issued Date: fr' /� Project Location: 10 Warbler Way Number Street Subdivision Name: . Lot #62 Nearest Cross Street: Applicant/Agent: Mel Borden for Long Built Homes • Address: 658 Rockdale Avenue, New Bedford, MA Contact Person Phone #: (508) 999-7067 Type of License: Owner: ( ) Const. Superv. License #: (51422. ) Architect: ( ) Engineer: ( ) Other: ( ) Proposed Use: Residential Residential.Commercial, Industrial,etc. Permit Issued To: New Construction Type of Improvement,Add.Alter,New Coast.,Demo,Land/Move.etc. New single family dwelling with three bedrooms, two full baths, well water, septic system, oil heat, 12 ' x 12 ' rear deck indicate no. of bedrooms and bathrooms and other rooms Gross Area of Const. : 3, 528 sa.ft. Cost of Const. $132 , 500 . 00 Cost-Other Const. : TOTAL FEE: $ 353 . 00 Owner(s) of Record: Lona Realty, Inc. Address: 658 Rockdale Avenue, New Bedford, MA 02740 All work shall comply with 780 CMR 5th Ed. (MGL Chap. 142) and any other applicable Mass. Laws or codes and plans on file. I hereby certify that the proposed work is authorized by the owner of record and I have been authorized by the owner to make this application as his agent and to receive this permit, I further understand other agencies may have reason to STOP WORK if items under their jurisdiction are not met; of ithstanding the issuance of this Building\Zoning Permit. / J Signature of Owner/Agen Address: Signature*********** �** r**** J ***** * * ** ********* rx****x**** Approved/Issued By:A oel S. Reed, Ti le: Building Inspector COMMENTS: PLEASE POST PERMIT CARD SO THAT IT IS VISIBLE FROM THE STREET. SCHEDULE APPROPRIATE INSPECTIONS AS REQUIRED. UPON COMPLETION OF WORK, FINAL INSPECTION IS REQUIRED. 0 ORIGINAL 0 APPLICANT 0 ASSESSORS 0 CLERK 0 COPY "7:at /(!,, Lot tI f Address lt%� Required approval Approvals received r please (X) approvals Please (X) approvals ar required for this project Initial as received i DATE o7 INITI/t J/ zoning?)0 At , 601997/ Z 76 7 / Building Comm. UN 2 1997 Board of Appeals Water Card Sewer Card //II '�`��� v Board of Heald 61lrr 0- l Bond Selectmen 1:12:11: Conservation Fire Chief#- Ok Cross Connections Licensed Contractor Controlled Conet. Affid. (v/v Other information required a TOWN OF DARTMOUTH 03335 BUILDING RECEIPTS No TAX ISSUES COLLECTOR'S OFFICE Name: --,// Pro er ? �'` Date ; j4 ./"...;.:'L'r" {.-.r 7t�,ms-,-''. OwnertY: a.. )"'C.t"' 1 k zi:P ..✓/ f .,. Job Vocation: //t L ( ✓f /f ` �^ White Copy-Collectors Office -/' � - .Y Yellow Copy-Customer's Receipt Plot: ` Lot: C, cf Pink Copy-File Copy Green Copy-Building Department Phone: - ` \ Description 5 General Ledger#'s Ref.# - Amount License&Permits Buildhi 01000-44105 %iJ _i..,4 ,,.Ior iy„,1h,,,,_ i G' r'luviil License Sr Permits-Building Misc. 01000-44105 �k O r::7: r i [In left License&Permits-Electrical 01000-44106 - 4 3 1UL License&Permits-Plumbing&Gas 01000-44107 ,5a c - e,r-, Other Department Revenue 01000-42420 S A `3 `=°' This is not a Permit or License for Building,Plumbing or Gas Received By --tw E', 7,%CI ... TOVVN OF DARTMOUTH 0 2 3 9 9 BUILDING RECEIPTS NO TAX ISSUES COLLECTOR'S OFFICE • Name: .,i 2 /1 ' ,e: , ,_,,,__ Property Date 1/2-4-- -1 " ., ' L4.----" C-te--'' Owner: --it:-`24----'1- c"-- IC - — ( - ci 1.1 Job Location: i/LI e ,4 41-- White Copy-Collector's Office Plot: Lot ,,, Yellow Copy-Customer's Receipt (' : ec: , t 's Pinlc Copy-File Copy Green Copy-Building Department Phone: Description General Ledger#'s Ref.# Amount License&Permits-Building 01000-44105 TOWN or 9411TMOUTH License&Permits-Building Misc. 01000-44105 vc-CegOktECTO l'S OFFICE License&Permits-Electrical 01000-44106 JUN 2 0 1991 License&Permits-Plumbing&Gas 01000-44107 Other Department Revenue 01000-42420 C 5 G 07 This is not a Permit or License for Building,Plumbing or Gas Received By: I 1) TOWN OF DARTMOUTH BUILDING: DEPARTMENT TELEPHONE 508-999-0720 FAX 508-999-0738 APPLICATION FOR ZONING AND BUILDING PERMIT InstliThee m applicant shall complete this application to the best of their ability prior to submissia lewmg no item unanswered.The Department staff will he available during regular business hours to assist as necessary:N/A;honied be inserted for those section: which do not apply.A properly completed application will help avoid unnecessary delays. Nidee Big feeitmit nsfa idle. (for office ose only) Application fee $ 5 received by 3 Date Ca — 2 f J Total Permit Fee $ Permit# 100 LOCATION OF PROJECT CURRENT ACCESSORS' PLAT LOT a—k 'El ZONING DISTRICT J < OTHER ZONING OVERLAY DISTRICTS , if applicable NUMBER S STREET NEAREST CROSS STREET SoNP‘?ZiV.-9- 13% SUBDIVISION NAME & LOT# SO'ta ° Z2.-D Pt Sret . to C— or BUSINESS NAME PREVIOUS TENANT ; OWNER ASM 9F�A\a k 200 RESIDENTIAL - PROPOSED PROJECT - one & two family residence only THIS SECTION NOT APPLICABLE XSingle family - number bedrooms 3 number baths 2. - Two family - number bedrooms unit 1 number baths unit 1 0 number bedrooms unit 2 number baths unit 2 - Accessory apartment Total gross sq. ft. j ) — Accessory structure = Garage - detached - attached to dwelling, dimensions L W ') = Carport - detached - attached to dwelling, dimensions L W Shed - dimensions L W Gazebo . dimensions L W = Swimming pool above ground in-ground Size total square feet Chimney -#of flues — - mac. i..w require inspection prior to installation), new (provide manufacturers instructions). Location(s) (list) Fireplace(s) - (includes flue) List location(s) ' _. Game Court-describe(include overall dimensions) _ Tent, Trailer(Mobile Home) or Other- describe 300 COMMERCIAL-PROPOSED PROJECT/USE-INCLUDING THREE FAMILY OR MORE AND EXEMPT USES X THIS SECTION NOT APPLICABLE (The following descriptions are based on the Massachusetts State Building Code Article 3,AS NOTED) (See the Code) - Assembly - restaurant, lounge, theater, school, etc. (see Code Section 302.0) Describe - Business - office, assembly with less than 50 occupants - indicate Medical or other professional(see Code Section 303.0) — Educational-structure for training including child day care for those over 2 years 9 months(see Code Section 304.0) - Factory / Industrial - (see Code Section 305.0) — High Hazard - (see Code Section 306.0) — Institutional - hospital nursing home, infant day care (see Code Section 307.0) - Mercantile - retail stores (see Code 308.0) - Residential - three or more family, hotel (see Code Section 309.0) T Storage - includes garages (see Code Section 309.0) - Utility & Miscellaneous Structures - includes tents and agricultural structures (see Code Section 311.0) - New tenant for any of the above, indicate above (see Code Section 119.0 and Zoning By-law section 35) - Tent or Trailer - temporary purpose? — Other Describe the proposal briefly,INCLUDE number of dwelling units and bedrooms oroceapant load as applicable, also existing condition 400 TYPE OF CONSTRUCTION OR WORK TO BE PERFORMED Owa.LLn4C / gt"74/gPZ \X New Construction and/or Addition- total gross square feet ()8"(t S76. (For commercial only total gross cubic feet) - indicate It will be considered new construction if there an increase in square footage in addition to any alteration(s). If project is an addition to existing structure - Total gross square feet of existing - FOR COMMERCIAL ONLY Will this project be subject to CONSTRUCTION CONTROL(over 35,000 cu.fL) Yes_ No. (If yes see Code section 127.0). Designer to submit Code Synopsis. Will this project require Peer review(over 400.000 cu.ft.) Yes No (see Code Appendix I) APPLICANT TO PROVIDE t L. Alteration of existing, no increase in gross square feet. A separate Refuse Disposal Declaration required. Demolition -describe structure • Number of dwelling units Number of bedrooms A separate Refuse Disposal Declaration required. Moving - (Provide copy of D.P.W. moving license) Type of structure ._ from where (plat/lot or address) ._ to where (plat/lot or address) ._ Number of dwelling units Number of bedrooms per dwelling unit Re-roofnw - (for existing only, is included in new construction) Number of square feet Number of layers already existing Number of layers when complete A separate disposal declaration REQUIRED — Replacement doors and windows - (for existing only) (only where doors and windows exist and will not be enlarged) EGRESS dimensions must he maintained. Enlarged or new windows in an existing dwelling will be considered as an Alteration, otherwise will he included in new construction. (see Code section 3401.10 for residential and Article 8 for commercial) Temporary structure- includes when allowed, trailers,tents and the like and only for limited periods of time. Describe 500 CONSTRUCTION PLANS _ None submitted. Why? XSubmitted, usually three sets required. Four sets for food serviceluses. Number of sets submitted -43 600 SITE PLAN 0 Not required, why? X Submitted When? - Previously, date X With this application 700 UTILITIES Water supply - required )C yes _ no, public ? _yes X no, on site well? X yes_ no, existing? _yes !� no If required and not existing have necessary permits been issued? _no Nil yes,.date (M.G.L. Chapter 40, section 54 provides that no building permit may be issued unless a water supply, when required, is available. See Code 780 CMR section 114.1.2) Sewage disposal- required X yes _ no, public sewer_yes no private septic • on-site X yes _ no. Submit copy of permit as soon as available. 800 MECIIANICALS & PRIMARY FUEL Furnace(hot air) - Fuel gas (natural or propane), fuel oil, electricity, other (specify) XBoiler (heating)- Fuel gas (natural or propane)Cuel oil electricity, other(specify) HVAC (combined unit) - Primary fuel, natural gas, propane, electricity, other (specify) - Air conditioning - (separate unit) None of the above to be provided THtsl1«aSS X Hot Water Gas Electric Fuel Oil X Other 900 SPRINKLERS - FOR STRUCTURES OVER 7500 SQUARE FEET and certain multifamily residential — Required, :plans provided, :plans not provided, why? XNot required, not to be installed, Why? 1000 REQUIRED OFF-STREET PARKING - for ZONING & Architectural Access NOT APPLICABLE Parking Plan submitted To = Building Department = Planning Board Date submitted Number of spaces - indoors t; outside Z total provided 9 Handicap spaces - required_ yes_no. If yes, how many as a part of the total required number. Is Route 6 (State Road) Entrance permit required? yes _ no =. If yes has it been issued yes = no I. Submit copy of application and/or permit as soon as available. 1100 IDENTIFICATION !print or type except as noted) Current owner- name \.--O.M�c SF_P,,,\-v y —CNC address (,S c_k-t.),\- Pt\\yam, 1'1F&4 VDFOFoo& 1AAI . Oarl40 phone # CQ9k, 1) 9. -110(r) If corporation, officer in charge \--KVael Architect/Engineer - for overall design Company name Address Phone number Certified by State of Massachusetts as Certification number NOTE Signatures and seals on all plans, affidavits and other documents SHALL BE originals and not reproductions. - =i- Architect/Engineer- project supervision and reports • Company name '— Address "— Phone number Certified by State of Massachusetts as — Certification number NOTE Signatures and seals on all plans, affidavits and other documents SHALL BE originals and not reproductions. General Contractors(if Homeowner, state homeowner here then complete section 1300) Company name l uT{l��\� 3 L \�OMF S OS'IT St.OV O c \Vel \`FEM.X� INC. , Address (e2`6. l�l�°L L.tN'- As�l� }X* QtS)cO\2..Q t O 22110 — Phone number QQ`a') 1CY:\ ' ri0t."1 n- — Construction Supervisors license number .S t\ 2.2 — \Wc.23 'v 3 C NOTE Signatures and seals on all plans, affidavits and other documents SHALL BE originals and not reproductions. ***S*t*tttt*Ysti t i i*5*5*t**i ii*s*Ys Y t Y*Y YY Y*5*t*Sa!*S*S.- **fl i ! YYYt5Yii5it Si ** 1200 FOR RESIDENTIAL REMODEL WORK ONLY WA. Are you a Home Improvement Contractor subject to (7SOCMR -6) ? Yes—No—If no go to next section! Are you claiming exemption from the requirement? Yes_No If yes, submit the required affidavit! Remodel contractor name (please print) Address Registration number(it none state"none) — Phone number — PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO THE GUARANTEE FUND! QUESTIONS OR COMPLAINTS call or write: Home Improvement Contractors Registration One Ashburton Place - Room 1301 Boston..MA 02108 (617) 727-8598 Owners name (print) — Signature — Date 1300 OWNER SIGN - OFF I, the undersigned,am the owner of record or authorized lessee(provide documentation) and I have reviewed the application herein submitted. I state that to the best of my knowledge and belief that the information provided in this application is true and correct and that the permit requested he issued. Further I understand that the permit will expire in six months, from the date of issue, if no work is begun or 5 six months after the last inspection if work has begun and that the permit may be extended for six months if no work is anticipated if I request such an extension in writing. I understand that the permit may be extended only three times by 5 written request I understand that once the permit expires a new application may be required,including fees and current other requirements (including Zoning). Name \?J��T Signature The above sThature is my volunta act d is signed under the pains and penalties of perjury. Date et)0 I F 1. Who is authorized to pickup the permit at the Building Department? (please pram 1-111'S CSLLT kc11\LS .Address$$ N,f$, Phone(52,8) `tT1-116(0'1 • 1400 HOMEOWNER EXEMPTION - ONE &TWO FAMILY ONLY FOR HOME OWNERS WHO INTEND TO PERFORM AND BE RESPONSIBLE FOR THEIR OWN PROJECT 109.1.1 Licensing of Construction Supervisors:Except for those structures governed by Construction Control in Section 127.0. effective July I, 1982, no individual shall be engaged in directly supervising persons engaged in construction, reconstruction, alteration, repair, removal or demolition involving the structural elements of buildings or structures. unless he or she is licensed in accordance with the rules and regulations promulgated by the BBRS entitled Rules and Regulations for Licensing Construction Supervisors. Exception:Any Home Owner performing work for which a Building Permit is required shall be exempt from the provisions of this section: provides that if a Home Owner engages a person(s) for hire to do such work ,that such Home Owner shall act as supervisor. - For the purposes of this section only,a Home Owncr" is defi:-ed as follows: Personas)who owns a parcel of land on which he/she resides or intends to reside. on which there is, or is intended to he, a one or two family dwelling, attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in two-year period shall not be considered a Home Owner. If you are applying under this section sign below: Signature Your signature carries certain responsibilities, including but not necessarily limited to, general liability ****** x t • ;;;;; ; ; **** ; ;; ; ;;;;;;;;;;;;;;;; ;;;;;;i ; ;; ;; ;;;;; NOTICE TO LICENSED CONTRACTORS: The Building Code provides in the Rules and Regulations section that any licensed Construction Supervisor, whether or not they have taken the permit are responsible for code compliance. (see 2,1.2 of section 5) zY;zxx;ixz;F;;;;;;;;t;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;t;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;. 1500 COST / Cost of Improvement $ I I�j 5-6f Items to he installed but not included in the above cost: Electrical S "1 in 1)O ----- Plumbing bb HVAC Other TOTAL $ V e-1506. The following section for official use only. INSPECTORS' REVIEW Date plan reviewed 30 days to review period expires OK to issue date OK to issue subject to requested submittals (see project review worksheet) date 1 ▪ DENIED see project review worksheet date • HOLD reason date -- HOLD Subject to Zoning Board of Appeals action Comments EEpy Inspectors signature Da`fev��N 2 4 1997 - Applicant informed of above- Date time_staff - (fax, phone, in person) nas*******ikYSi2************SiYiitiYiiii******S.RYiiRit;iStiiftitiiYiiiiiiiitifkii******iiii}iiitiil***** • Over six months since approved for issue - DEEMED abandoned! Advise applicant. Hold 90 days for return then dispose if not picked up. Inspector Date — Advised applicant Date Time staff_ (by phone, fax or in person) ** **************************** s###»************************A************************************tni OFFICEUNSPECTORS NOTES TOTAL FEE 353 Gross are. - new construction 3 YE Total Sq. Ft. alteration Total Sq. Ft. Permit is issued to ' Comments/notes on permit i / I b J 1600 TO THE APPLICANT/REFERRAL AND APPROVAL • ,••• Date of Application submission Plat _ Lot__ Sit Aquifer Zone Owner Owner mail address Owner phone 4` OTHER INVOLVED AGENCIES -The following agencies require separate jurisdictional permits or approval for your proposed project. CONTACT THEM FOR REQUIRED SUBMISSIONS. ® TAX COLLECTOR = Approved = HOLD By Date ❑ Conservation Comm = Approved By Date ❑ D.P.W. water = Approved By Date ❑ D.P.W. sewer = Approved By Date ❑ D.P.W. cross connection Z. Approved Date ❑ D.P.W. engineering = Approved Date ❑ Board of Health well = Approved Date ❑ Board of Health septic . Approved Date ❑ Board of Health food service = Approved Date s FIRE DISTRICT iI - II - IID = Approved Date C Planning Dept = Approved Date Other Approved Date Other Approved Date c"..mments Project summary new construction/ alteration/demo sewage disposal - public/private [.AIter•add interior walls] [add rooms] [add footprint] water supply - public/private well ]pool] [garage-shed] [game court] [food service' Describe To the 'arious departments: This notice has been forwarded to you for your information and any appropriate action. Should you have any questions please advise. If any reason to withhold the requested permit is found, please advise. Your assistance and cooperation is appreciated. The Building Department Date sent for review 0 By TOWN OF DARTMOUTH REQUEST FOR ASSIGNMENT OF HOUSE NUMBER Dwarfs) of Property \-+Ot A Q�F • C''- KQ• Roce 'c t.131Ae Present Address (o5a (kAC.\f. ILE. Rm -'; 'RZ r`�.l49:1V-n*agt VNIN. 02-940 Telephone Number (5o 9 9 7fl,G,'-, 7,. it. To House Location: Plat (,b Lot a-Us Subdivisionecstto M.gs D Lot (,E_ Corner Lot ? Yes No )X Street \AIARCANLE $ W Aft Single Family )( Multi Family Condominium # of Units Site Plan Submitted ? Yes No x Date Submitted ��lY igna u e ner House Number Assigned 10 WARBLER WAY Date Assigned 6-30-97 Date Assessors Notified 6-30-97 Date Building Dept. Notified 6-30--97 Date Owner Notified ear . c-%7A :ar 5uperi-a4endant, Department of Public Works cF+ • . BUILDING PERMIT Dartmouth Building Department Plat: 66 400 Slocum Road-P.O. Box 9399 Lot(s) : 2-118 Dartmouth, MA 02747 Lot Size: 49, 980 Telephone 508-999-0720 Zoning Dist. : SRB y July 16, 19974 ypq�� -y Permit No. : %2 .� Issued Date: i /� / Clerk: BAS Project Location: 10 Warbler Way Number Street Subdivision Name: Lot #62 _ Nearest Cross Street: Applicant/Agent: Mel Borden for Long Built Homes Address: 658 Rockdale Avenue, New Bedford, MA Contact Person Phone #: (508) 999-7067 Type of License: Owner: ( ) Const. Superv. License #: (51422 ) Architect: ( ) Engineer: ( ) Other: ( Proposed Use: Residential Residential, Commercial, Industrial, etc. — Permf-IsSueCI T N-ew- Cons Liuci_ion Type of Improvement,Add,Alter,New Const.,Demo, Land/Move,etc. New single family dwelling with three bedrooms, two full baths, _ well water, septic system, oil heat, 12 ' x 12 ' rear deck indicate no. of bedrooms and bathrooms and other rooms Gross Area of Const. : 3,528 sq. ft. Cost of Const. $132, 500 . 00 _ Cost-Other Const. : TOTAL FEE: $ 353 . 00 Owner(s) of Record: Long Realty, Inc. _ Address: 658 Rockdale Avenue, New Bedford, MA 02740 All work shall comply with 780 CMR 5th Ed. (MGL Chap. 142 ) and any other applicable Mass. Laws or codes and plans on file. I hereby certify that the proposed work is authorized by the owner of record and I have been authorized by the owner to make this application as his agent and to receive this permit, I further understand other agencies may have reason to STOP WORK if items under their jurisdiction are not met; of ithstanding the issuance of this Building\Zoning Permit. Signature of Owner/Agen • Address: ******************* *** ** * ***** **************************** Signature: ( _ Approved/Issued By: oel S. Reed, Ti le: Building Inspector COMMENTS: PLEASE POST PERMIT CARD SO THAT IT IS VISIBLE FROM THE STREET. SCHEDULE APPROPRIATE INSPECTIONS AS REQUIRED. UPON COMPLETION OF WORK, FINAL INSPECTION IS REQUIRED. 0 ORIGINAL 0 APPLICANT 0 ASSESSORS 0 CLERK 0 COPY BUILDING PERMIT FIELD INSPECTI,ON --� Dartmouth Building Department Plat: 66 400 Slocum Road P.O. Box 79399 Lot(s) :2-118 (508 )999-0720Dartmouth Lot TelephonerSize: 49, 980 Ch1111TI MA 02747 (�� Zone Dist. : SRB Issued Date: 09/03 /97 Permit No: 3335 Project Location: 10 Wabler Way Number Street Subdivision Name: LOT #62 Nearest Cross Street: Applicant/Agent: Mel Borden/Jim Buckles of Long Built Homes Contact Person Phone #: (508) 999-7067 Proposed Use: Residential Residential, Commercial,Industrial,etc. Permit Issued To: New Construction Type of Improvement,Add,Alter,New Coast.,Demo,Land/Move,etc. New single family dwelling with three bedrooms, two full baths, well water, septic system, oil heat, 12 ' x 12 ' rear deck 3 , 528 sq.ft. __ ___ _- - Indtwtcdff bedrooms and bB oct and-other rooms —_.._ _— _ __ _ _ ..—_ ___ .__ Owner(s) of Record: Long Realty, Inc. Address: 658 Rockdale Avenue, New Bedford, MA 02740 DATE TIME TYPE OF IINSPECTION REMARKS INITIAL /O,(91-9'7 /1<r' g. Ae-gAg 14.40e-0 C- t .-C -i-i.-, _ pet" Go -i3-91 n'3° c2A > .wI 0 � w be %J &cm, 1(AH a /d pp � wrvc „.f� p o /)--/i-97 / -2/r- 9 / Z.,k OCCUPANCY PERMIT LONG REALTY;INC. NEW DWELLING -y, +r y ¢ -a Occupancy is hereby granted for the`premises',,'. located at 10 WARBLER WAY Assessors Plat 066 Lot 2 118. The premise has been found to meet the requirements'of,the Massachusetts State Building Code in effect as of the date of permit issue and other applicable Massachusetts Codes and regulations as evidenced by approvals affixed to the reverse of this permit. The use is further found to be in compliance with the Local Zoning By-Laws for use as indicated, as of this date of issue. - 4 This permit is further conditioned on the continued maintenance of permitted conditions as provided by law. - 1.1'4- ... ZONING DISTRICT - SINGLE RESIDENCE DISTRICT APPROVED USE - RESIDENTIAL , `. SPECIAL PERMIT/VARIANCE N/A Approved" I I ', / t - eircal Buildingoel S ReIn Kcal Inspector L » / 992 DATE OF ISSUE a CERTIFICATE OF OCCUPANCY - DEPARTMENTAL APPROVAL To be signed by each division indicating compliance on final inspection. BUILDING SPECIFICATIONS PER 780CMR 119.5: USE GROUP CLASSIFICATION TYPE OF CONS:11(UCTION MAXIMUM LIVE'LOAD FLOORS SPECIAL CONDITIONS BUILDING PERMIX NO. 3335 Approved by Date LLa.t // - 97 Comment PLUMBING PERMIT NO. 70?� Approved by p Date /2 ri 7 Comment Nag GAS / PERMIT NO. Approved by /I/ fJ Date • Comment ELECTRICAL PERMIT NO. 3 47G 7 Approved by e-` ay Date /2-/.? - 97 Comment ®a!T RF 0/7 3 PERMIT NO., Approved by ('*2rF 607rGYeea Date /A- Comment BOARD OF H �IT NO. ? 7 7K Approved by �` Date /C7 tO/7 7 • Comment T d?P 'ae-A.4 ? DPW-WATER PERMIT NO. Approved by Date Comment N/A DPW-SEWER PERMIT NO. Approved by Date Comment N/A WATER DIVISION-CROSS CONNECTION JOB NO. Approved by Date Comment N/A E - 911 COORD NATO ADDRESS NO. Approved by Date ors-, //— Q7 Comment PLANNING IRECTOR (off-street Parking Plan) Approved by Date Comment N/A flto V OUZQ(� 1 eL/a c&1�C�� C. F 4 400 Slocum Road • P.O. Box 9399 �rri North Dartmouth, Massachusetts 02747 i " r � r , HED CONSERVATION COMMISSION A-1 SITE INSP,EGTO�d n ' tsoe)99g•ortz . a' r 3. 14 avxs DEPT' 10 191 n Name of Person Making Request Date 124 kikiat.r,n S. i , aT Q l Address_ of Applicant Street L � w(¢ocation of l�� W G. A' bel/ , MI6.2 0 -we PropertyL4 tt City\Town, State, Zip Plat and Lot Number ii4-o151 q14 - 3664 gereMeACal dwell:' Telephone ( Day & Evening ) Proposed Use of Land ( Dwe' iig, Addition etc . ) L giclnetr4 G \C1au► S Qehra6l4-ruder Owner Name Signaturea Yawner or Owners Repres , ntative 124 6.4.4 a G.. �ii t CQ / AdNew ^, • ' IA ono ' rJO c j •d signature of Applicant LOCATION OF PROPERTY : Please attach a site plan. If a site plan is not available, a hand drawn map showing the exact location and size of property to be inspected is acceptable . The map shall include the following information: street name, house number on abutting_ Lots, property bound locations, and any natural or man-made' features which will allow the inspector to find the site : Use the space provided below to draw a map or attach an extra sheet . Property boundaries should be clearly marked in the field prior to requesting site inspection. fre °. , fvt- PAN �etlands exist on (North, south, Eas , West) of site. Edge of wetland has been marked on site by Inspector. Flag numbers - — Let; activity (clearing, digging, removal of vegetation, etc. ) in a wetland or within 100 feet of a wetland requires a permit from the Conservation Commission. . No work shall begin until permit is received. _ A Notice of Intent should be filed with the Conservation Commission before any work begins on site. _ _, A.Request for Determination should be filed with the. ss conservation Comdiii • s -before any: work begins on site. �` `.a No wetlands or other areas subject to the jurisdiction of the Conservation - Commission exist on•site or within 100 feet of site. No forms need to be • -filed with the- Conservation commission. . A survey plan of the wetland delineation should be submitted to the conservation commission office. •Other Comments: .. • • � ' " j' • ;. ' , ' `a . • • • • -• . . • • 4 es t . • ' Note: The A-1 Site Inspection is a procedure outlined in the Dartmouth Wetlands Protection Bylaw. It is a service available for the purpose of identifying , wetland areas on a site. The issuance of this completed Sitq 'Inspec!tion is;igT•;.• a final determination of wetland boundaries or their jurisdictional status under the Massachusetts Wetlands Protection Act (MGL.; Ch.• 131 1140) . or the Dartmouth Wetlands Protection Bylaw. only the issuance oft Determination of ApplieabiIity • or order of Conditions by the Conservation commission finalizes the determination i of wetland boundaries and\or their jurisdictional status under these Laws. The completion of this Site Inspection is not an authorization to proceed with work. This site inspection expires three (3) years from the date of issuance (shown below) . All filing forms are available in the Conservation Commission office, room 107 at the Dartmouth Town Hall, 400 Slocum Rd. from 9AM - 4PM Mondays and 8:45AM - 4:30PM Tuesday through Friday. Site Inspection Fees: 1-5 Acres $50.00; 5-10 Acres $75.00; 10-100 Acres $200.00; Above 100 acres $400.00 The conservation Inspector will flag the wetland edge for sites from 1-5 acres only. The Conservation Commission reserves the right to refuse to perform a site inspection on areas less than 5 acres where abnormal site conditions would require an excessive amount of time be spent by the Conservation Inspector in making a determination of the wetland areas present. Sites over 5 acres must be flagged by a wetland scientist, botanist or other qualified person prior to submitting of site inspection. The Conservation Inspector will then review the flagging in the field and make adjustments where necessary. The conservation commission may require proof of the qualifications of the person performing the delineation on sites larger than 5 acres. .---- Dace of Issuance Conservation Officer (Rev. 9-1-94 MJO) I .z } I PRi NiCT 240 NEBSInc.,Groton,MA01471.To Order PHONETOLL FREE1-800-223-9550 RELIABLE TRUSS CO., INC. 171-711. CDT Q-.LQHTIDELFFLQE 246 River Road NEW BEDFORD, MASSACHUSETTS 02745 DATE JOB NO. 9/77197 14583R (508) 995-1741 ATTENTION (508) 995-1724 FAX JOHN TO RE: o I ONG RI III T HOMES AONfRIRIl#Ri - "1' 4.-a-4�'-C?.-L 658 ROCKOAI F AVF 9 NEW RFIDFORni MA 09740 I \ 1 i `)gu 1 � WE ARE SENDING YOU X Attached ❑ Under separate cover via the following items: > X Shop drawings 0 Prints ❑ Plans ❑ Samples ❑ Specifications 0 Copy of letter ❑ Change order ❑ COPIES DATE NO. DESCRIPTION C-- 1 .';ET _ �-' STAMPED f1RA\n7INGS C.j Vy, - „,, ; . Of This Endorsed ;_at B^ Kept 05 Ke tg ' THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval LR For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS Job Truss Truss Type Qty Ply LONG BUILT HOMES/SONGBIRD 861 1ft-3 3R - TO1 CAPE 19 1 RELIABLE TRUSS CO., NEW BEDFORD MA. 4.0-32 s Aug 29 1997 MiTek Industries, Inc. Thu Sep 04 13:54:33 1997 Page 1 • -1-0,0 14-0-0 20-7-12 28-0-0 29-0TO 1-0-0 14-0-0 6-7-12 7-4-4 1-0-0 5x6o 4.61112 F 5x14i' ,, E /� 3x4� 10.00112 G 4x8ii D -`�1.`5x6=1 in H is _ _ � 3x10i� L K • J ° M 4x8= 3x6= 2xa 5x14ii 2x4II O� m s N 05 Zg_9-s n 6 3x8i� 001 q 0.00112 • O 3x8,2 • 9-6-8 14-0-0 20-7-12 28-0-0 9-6-8 4-5-8 6-7-12 7-4-4 Plate Offsets (X,Y) : ID:0-3-12,0-1-12), (F:0-4-1,0-2-8), )H:O-2-12,edae), )M:0-3-6,edae), (0:0-4-11,0-1-8) 1 LOADING (psf) SPACING 2-0-0 CSI DEFL (.5) (1oc) 1/>561 PLATES GRIP TCLL 30.0 Plates Increase 0.92 TC 0.93 Vert(LL) -059 M >561 M20 197/190 1 TCDL 7.0 Lumber Increase 1.15 BC 0.97 Vert(TL) -0.93 M >358 BCLL 0.0 Rep Stress Incr YES WB 0.87 Horz(TL) 0.93 H n/a BCDL 10.0 Code BOCA/ANSI95 - Min Length / LL defl = 240 Weight: 117 lb LUMBER BRACING TOP CHORD 2 X 4 SPF 1650F 1.5E TOP CHORD Sheathed or 1-10-10 on center purlin spacing, BOT CHORD 2 X 4 SPF No.2 'Except- except end verticals. M-C 2 X 4 SPF 2100F 1.8E BOT CHORD Rigid ceiling directly applied or 5-0-2 on center WEBS 2 X 4 SPF No.3 'Except" bracing. E.M 2 X 4 SPF 1650F 1.5E WEBS 2 Rows at 1/3 pts C-O REACTIONS (lb/size) 0-1387/0-3-8, H=1387/0-3-8 Max More 0=441(load case 3) _ Max Upl if tC=-309(load case 3), H--373(load case 3) FORCES (lb) TOP CHORD B-0=-190, A-B-27, B-C=O, C-D--4712, D-E--6703, E-F=-2140, F-G=-1804, G-H=-2621, H-I=13 BOT CHORD N-0=2621, M-N=5868, D-M=691, L-M=2993, K-L=2437, J-K=2437, H-J=2437 WEBS F-L=1661, G-L=-821, G-1=137, C-0=-3462, C-N=1675, D-N=-1780, E-M=4454, E-L=-1820 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 90 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per BOCA/ANSI95 if end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to • wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) All plates are M20 plates unless otherwise indicated. 4) Bearing at joint(s) 0 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding , ti � i 309 lb uplift at joint 0 and 373 lb uplift at joint H. .19t .�,U'% 8'p. `�.,7. 6) This truss has been designed with ANSI/TPI 1-1995 criteria. v ,ICY- . -4,per LOAD CASE(s) 5_andard / -?� PAUL W. '5. I s LaBARRON T 1 3 8TRUCTURAL E C: . p itkotater„ • - / , , 394 U� SEP047997 • tr,v7, F.' rt, 03 Cf.. r L51523 1;-; ais W ri V) t:,..: . i ranmsci • El.,-... '..ge .1.r• -• St.'..S -- - ,--- .4-..- Lt. _ -- ,„., c..-.., i 0 1 ) . 71 N77;71.76:1543W < op 6 I- co - a Twp : 1— oo cc a c, 115 ..CD CD o c ci Lo x — LJ w oi CO En LIJ M - N. r...: NI (6 CO .47 r co ri I— cr) . f•-• .0 l— c° 0 a) __I 0 ND N "94'Zie P1472,i1.09hi \>C3 ,..._ k Na ,.......3 _.•-s, , , A_ . 1 s..... ( N rn CD ei\1°\im }---1 E-• w � N ' 0 e U • ''0 E.; v ao ti Z 00 O o 4 O N O g C•� 1 ; y F. c� 'N +.' &• C W 2 ti a Li :3 � � 1 V h m x 0 - -L U y e m N. n `ti g w g 61 t eS w q`S 4j o VSETTS .e v.> 1. . tt-- i ''. czi.' g cn Y r- Ro � .' oA ti ti �t3 S' q � :°_ 4:4M09 • -A.." ' .-1 h oo N h O d 6, 6/ 7,02 TOWN OF DARTMOUTH BUILDING DEPARTMENT I997 { '; 20 V99: 0,9 TELEPHONE 508-999-0720 FAX 508-999-0738 • ZONING REVIEW received date TO: X ENGINEER PLANNING DEPARTMENT X FILE/NOTEBOOK BOARD OF HEALTH CONSERVATION COMMISSION OTHER (tie? PLAT 6 G LOT�Jc( - lu 1 STREET NAME ("a 2 6 /e re /�/a / OWNER'S NAME /)obere / LA), SUBDIVISION & LOT # go Al)'`,wo/ CONTACT PERSON ghee./ /0 q TELEPHONE # 9 9 9- 7a6 7 DESIGN PROFESSIONAL AGENCY ✓ THIS PLAN WAS PREPARED BY A_SANITARIAN _LAND SURVEYOR_PROFESSIONAL ENGINEER (INDICATE CIVIL, STRUCTURAL, ARCHITECTURAL or OTHER After review of the above noted site plan I find the following: 1. Zoning District B ,Vacant Lot Q' '((Ne). Zoning District appropriate) (Po). Date of original submission /, to`- ''7 (Subdivision) (Cluster Subdivision) (ANR) p4,44 Date plan approved /p2 (9 ' if Date plan endorsed 3 27 9 S- If subdivision, date plan expires, if Zoning changes (frontage or area). 2. NIA Street ( n¢ (Patblis).(lithe)) (Ancient Way)-(under-construction) Street complies (No) 3. .N1r Frontage /co ', complies s (ntHftot-sh �e ew¢zside. -Mir Lot Area!1(J9S13 , complies ( S fee)-{netshervm- previde Percentage of Lot Coverage 5' % maximum allowe Complies Percent of coverage may be additionally restricted by item number 8. 4. N/A Setbacks current for this site are C16 Front(any street side), 2O any other sides. "Grandfathered" setbac t(t (arrfot) allowed and are applicable N�tovacant lots only. "Grandfathered" setbacks for this lot may be, per Plan Date 6 6 `4 at front ISTi sides .oal) and rear La and Zoning for that date for the Main Use, if otherwise allowed. ExempQ�sett_ba7acks existing (yes jO Exempt setbacks will exist due to "Grandfather" rights Exempt setback(s) bhcur� when legally pre-existing structures are closer to lot lines than is currently allowed.A"grandfathered"setback may become an exempt setback. Building setbacks are measured to the footprint of all habitable\occupiable space,including porches,decks,stairs,full baywindows and all fireplace\chimney projections and the like. 5. Accessory Structure(s) indicated (41.40-0t Setbacks comply ( (69. (over) • 6. -NYC Off-Street Parking (Residential-2 space minimum per dwelling unit) complies eS (raj-- NM Driveway (10' minimum setback required except common drive at property line crossing only Other setback may apply). Complies(){ne). 7. N/A Top of foundation elevation / 2(- ( 'N/A Cellar Slab elevation - required (nay. Elev. /(3.6?' CompliesSeD(ne) N/A Water tabtle elevation I i(.ea/ ' 8. Aquifer Zone'- 2 © - . Maximu impervious cover is 10% of lot area,a(iia):' INDICATE percentage of lot coverageC e .(Pie)t �'� 9. F.I.R.M. Zone , elev= Panel#250051 00 j,"date 1m / ( I Flood Zone construction requirements apply, CD(ne). Comment----" 10. /A 0 Overlay District N/A n . , + Wetlands (section 17) - Requires further action, (yes) (no). . nn tent N/A Co - .1 Wetlands (section 18) - Requires further action, (yes) (no). Co.: .'ent 11. Z Board of Appeals action is required. Co ent W granted - Case# See decision. �--, P. .I¢ Certified "As Built" REQUIRED, including top of foundation elevation in actual elev 'on nu b£rdiicf not assumed, prior to backfill or any other construction. 13. Submit further information (iota)Q If yes, refer to item(s) #J I 0 .i4 ./ °'(I /� 1 ' gr. O I 14. Project will require further review when new, revised or requested information is submitted to any agency. 15. This Zoning review does not indicate compliance with any other Agency, including, but not limited to the Massachusetts State Building Code. 1 16. Building Department Permit(s) require.gip (no) 17. ..i N/A =not applicable To applicant/engineer: _Zoning APPROVED to proceed. Zoning APPROVED to proceed subject to submissions noted above. _ DO NOT PROCEED, submit information requested above! _DO NOT PROCEED, Insufficient information provided, RESUBMIT! u i...'tted by, Ira avid J Silve' • Building Comm' ..er & �_/ �� Zoning Enforcement Officer Date ZOMREV.ss7 _ J_ it requirements are based on Lot Dimensions Wetlands location and drywe 9 Nate GENERAL NOTES red b Atlantic Environmental Technologies, ^` subdivision plans for Sonl�bird Acres preps y . , . Inc. dated 2/15/95. -J , .-„ , . -. -- � ,--: l . All work must be in accordance with the requirement: Of the Dartmouth Board of �- \ -� - =' t i) ariment of Environmental Protection regulations INSTALL DRYWELL WI T'll TOP AT A MIN. ` r `o , ' S /j �� %,�'` GroP�„ Health and lVlaSSaChUSCtt5 ep `1 - DEPTH OF 3" BELOW BE OF PERVIOUS LATER / ! = i -1 / ''- c : ' 31 O CMR 11.00 & 15.00 (Title 5). - _� y+1 C�, _ = . y ginccr for inspection of sewage TILE FILTER 4" Pf PERFORATED PIPE r� INSTALL GEOTEX `- - v - _ � - v � y c r 2. Notify the. Dartmouth Board of l Iealtll and )✓n steel and when all components FABRIC ON TOP & ON SIDEWALLS MIN, SLOPE 0,005 �> disposal system when leaching, area is full excav ,' r J � .. �iravei , ,- J � _ ? � ,-' � -' _ ,�,+ .•' are in place prior to backfilling. / w. 4r ; ,_ �•, ' � • • • _ 3. No modifications shall be made to this system without prior written approval by C / the engineer and the Dartmouth Board of Health. 4. Elevations shown on plans are based on assumed daton. • o -- 3/4 "• 1 1/2" WASHED STONE-----Z•,., �V ; j'fp T� N1 ) 0!U T •H -�' 5. Heavy equipment shall not be run over the disposal s* stein. G. All unsuitable material is to be excavated from the leaching area as shown on { or r it � LL � , 1 " • '-� ' plans, and backfilled with clean gravel or coarse sanr� as specified in 310 CMR _ _ 2Z8 • S8 ` S L z5 - -- - _ 15.255(2). 'r SCALE: NONE 1 _ r7. Washed crushed stone shall be Tree of iron, fines and dust: - ... � - 8. Septic tank, distribution box, etc: shall be manufactitt�ed by Rotondo &Sons Inc. or D well is required for roof drainage as per subdivision plans. ___---. _ ry -,. 4 r, - z1�.� L - f - - -- - approved equal, and installed per manufacturer spec ifications. Drywell design and details are as per slit. 2G of the subdivision plans. ��� �i �• �,.; �~ --_ t'' . , 11 joints where pipe enters or Grout shall be used to provide a water tight seal at a J p p Min. bottom area = roof area X (3/14)=k(AlSF X 3/14 = �S1 SF � INrE_RCR TG€ I _l• , - 9. Gro ... • ` � ' � � � leaves a concrete stricture _ of th s 0 45=12A�CF 10. Outlet distribution lines shall be level for a minimum e first two feet of their f' Min. volume =Roof area X (0.33/0.45) =\V0 SF X 0.33/ --- — - -- - _=t2o3CF/?{oUS1: -° �Jy� Use 3f ,•s - t length as specified in 310 CMR 15.232(3). 1 Min. depth Volume/ Area - _ ?sv.. - 11. A Baird of Health- ertificate of compliance as requ �'�d by 310 CMR 15.02 - ►' must be obtained by the contractor upon completion of work. 1•/ . _ _ 1ndc r• : _- - ( - 12. This system is not designed for a garbage gi r• 1 LOCUSL SO It, DATA 1 �hi = J e 0 a N 4' WOODEN STAKE 3' SILT RETENTION SCALE: l" = 2083" " 'P oR t7t...,.tZ I tom! 6 V C�>;7-fNT C�--.� ° Test Pit No. 2 3 2 Test Pito, 2 3 VJ11-_ C L-A H D'-7 i 1V �� FABRIC FENCE 19 Date: 10- 29 - 9 (o Date: I b � 2 9 - q (4 El. !S•� WO ACT1V IVI -ZDY� 11�} El. 1 14 1 (0) (� � i h !! - 01 PROTECTED AREA FILL `t Nt (A) 1..- T - o � $ �/� �'•, /fig 9a =s ate; 1/ st`aDY t_oA�'�tF�� 22' p W : DRyW5-L(, 32�, 'rC�P b� 1:bU1aD�t"to1� �t.,12t t 1-7 ✓tL'I' 1rENG� i� . �/ , l,IM1T Or AOU1i::SR 54 r j5`OVERt�+G�r` 20j i t17 PR(T1"�C-Tl0t,. DISTRICT 1t NFC-A :�= SILT F E NOVE, DErJr_ All-, 1 2 / ' NOT TO SCALE LoRMy ��.ND ri X 000 t� w ['ere Rate: 5 M t I/1i.1 li s Pere Rats: 10 MIN/� tv u� Y Water Table: 42" Water '1 able: 34" { �. t 1 t, �n7 _ I - - - - _ i 233 Pere Test Performed by: Fitzgerald Engineer=ng> Inc, {, � Soil Evaluation Performed by: Peter J. Haw'es i Witnessed by: Chris Michaud - Board of Health Inspector i' 1/8" - 1/2" WASIIED STONE DESIGN DATA t �L . t i i 5b a Design Pere -10 min/ inch (C 000 \, n Design Flow = 3 bedrooms X 1 10 GPD/bedrjom { b ' PD/SF S`" 0 SF (min) ) . a d c System design: lo,(oCG = i 17 $`� b�9 P D f5 a A D L1 P 3/4" - 1 l /2" WASHED STONE a p e ��� A� �„ Use Leaching Field : 291 X Z4' = 57(� SF D� � n a P, n n e G V A l BOARD OF HEALTH STAhVS -- ------ -- > le t. SlITT PVLAN SCALE: 1 "= 30' LE, ACIRUNG/ Y � �s �� Cove-� •e_ �©o� �� NOT TO SCALE go i B OF HEALTH STAMPS ;Z5 ��> Ij v" f G� TOP OF FOUNDATION EL.-I2 i 1 FINISI I GRADE OVER TANK EL. 1 i S FINISH GRADE EL. 1 CT. 8 �®� 1 . _FINISH GRADE EL. S "- �. DISTRIBUTION BOX ------- ,,, (SEE NOTE 10) / ,r A x _ r r --� T » �? R 5 WASHED STONE ".y `� �. `cxi t 4" SCI140 PVC y 4 SCH 40 PVC 4 PVC SD 3 1/8 1/2 ,�_—t.� ' 3" NilN. _ _ _ .� , --- .\\ _ 3 , SUI�S�_1�'CI� S�V�'A��E DISI'®S�►.I.. S�'S�'EI`'I 10" 3�, - 14" v -- - - A•� �����° OF CLIENT: LONG REALTY _ ILIDIO M. ��� t 17• Zo , • » _ E. � AZBi�I��6R,� � z7. G58 ROCKDALE AVENUE ' 3/4 1 1 /2 WASHED STON • -- NEW BED A tI27 io ° INSTALL GAS 13AFFLE CIVIL 11"l,0o I�4,,�� ®. s7s2s PLAT 66 LOT 2- 118 SG1N =BIRD ACMES LOT #62 a y 1 iti ,?g "� B - NORTH DARTMOUTII L.) I� �08 1500 GAL. SEPTIC TANK 24 __ _ _ - _.__ ,j� LEGEND LEE AZINHEIRA, PE _^ _ _-'ESIGN — nENGINEERING e ti . ,. , �, �,,., b .. ,, �' 9u.E,., — - — — 5 FAitMELS CIRCLE VICES EXISTING CONTOURS -, �ii �/ r i�; ll�i=J ii;��" I!', 11 if> (: t!~ l� l J,:i:J, 1ft 4=l`-t;: ►t1t . 1.'. ...114 PROPOSED CONTOURS NORTH DARTIltGUTIt MA 02747 TEST PIT LOCATION ,o 5747 CRUSHED STONE_- (508)907 p SEPTIC TANK t� DISTRIBUTION BOX DWG. NO. - MECHANICALLY COMPACTED LEVEL STABLE BASE DATE 1 W WATER LINE ROF117-JEL . It\.lob �± `. RESERVE AREA 1_il, .� _ �. �, CONTACT PERSON: LEE AZINIIEIRA SIETTIC SYSTEM P NOT TO SCALE w THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH No 77-74, OF Oa- FEE e ° ElioposaLINarks Qbanntruction Prrutit • Permission is hereby granted acenet Tr I&• - - to Construct (14 or Repair ( ) an IndividuVwage Dispo System • at No Street 6Llair,2 1.7 as shown on the application for Disposal Works Construction Permit No Y. / /7Dited Vd:--edif-- DATE Zniy- 97 B d of Health Note: Lot Dimensions %,��etlands location and drywell requirements are based on subdivision plans for Songbird Acres prepared by Atlantic Environmental Technologies, Inc. dated 2/15/95. PoRb ��il-1C� V C��TFT1:. D k lL; t L. A 1J 30' NO }ACT1 / 1 T`I 7. 001F - a t LI:T 1=e ►_A GE_:� °� /% -- Pis• - �r-- - GENERAL NOTES r accordance with the re uements of the Dartmouth Board of i. All work must be in a c or9ir INSTALL DRYWELL WITII TOP AT A MIN, DEPTH OF 3" BELOW BEGINNING OF PERVIOUS LATER _ wpit1 ��, Gravel Health and Massachusetts Department of Environmental Protection regulations J t c� _ 310 CMR 11.00 & 15.00 (Title 5). INSTALL GEOTEXTILE FILTER 4 EX PEItFORATEU PIPE; N - ! , a _ �,. r - _ � _ �-. - _ •� .:_ ., .- � 2. Notify the Dartmouth Board of l lealth and the Engincur for inspection of sewage FABRIC ON TOP & ON stDEWALLs MIN. SLOPE = o•txfs f� • k c �ov' - disposal system when leaching area is fully excavated and when all components �' _ ,► - 'Pit'; �'+�� • J - \ - �; -'' .• are in place prior to backfilling. 5� g _ o r t. ''' 3. No modifications shall be made to this systemwithotit prior written approval by <� ��;Xj j`/ • - - - _ the engineer and the Dartmouth Board of Health. n . 1 �� • o�----- 3/4 "- 1 1/2" W AS I3 E D STONE -----Z, ;r.p) -R/- T M O� T ;H' 4. Elevations shown on plans are based on assumed datu 1. • ° 1 ;lV� ) -- - _ 5. 1 leavy equipment shall not be run over the disposal system. ELL - " 6rA1L. All unsuitable material into be excavated from the le?,Aing area as shown on _ DRY -' lalans, and backfilled with clean gravel or coarse sand as specified in 310 CMR w �r- �1— 8M ® I 1 SCALE: NONE Q _^ • r_ _ _ 15.255(2). I 7. Washed crushed stone shall be free of iron, fines and dust. Drywell is required for roof drainage as per subdivision plans. - 4' 8- Septic tank, distribution box, etc. shall be manufacture d by Rotondo &Sons Inc. or ,� _ --- Jam= -� _ Drywell design and details are as per slit. 26 of the subdivision plans. `�" { r - " - ! - - , , -------:_.�.�, approved equal, and installed per manufacturer's specifications. "' r,.•- Min. bottom area = roof area X (3/14)=1(AOSF X 3/14 =3si SF `�� (� = ( M - ---�- '• i -,. 9. Grout shall be used to provide a water tight seal at all joints where pipe enters or S Z0 ' = ' S I' , � INTt'RCE3A►�G€ �` ! — td Use X 60 x 1 ..- , •. `. - ! - = leaves a concrete structure. Min. volume = Roof area X (0.33/0.45) =uVW SF X 0.33/0.45=12.b--CF �\ • ..: 't t � -_ • f • - �- — - -- — = 10. Outlet distribution lines shall be level for a minimum of the first two feet of their Min. depth - Volume/ Area=12o3CF/?NSF =3,?4' Use _ �, � _ •� - _ l _ ,, � length as specified in 310 CMR 15.232(3) ed by 310 CMR 15.021 �/ % •,,. .� -. - `' -_ _ -• 1 1. A Hoard of health certificate of compliance, as requii ii 2. •.�1.• `' /; ' _ - ' _ must be obtained by the contractor upon completion of work. 12. This system is not designed for a garbage grinder. 9 960 �5 F '-�(—III, S�J \ (��' 0� 4' WOODEN STAKE SOIL DA LOCUS PLAN I A 3' SILT RETENTION SCALE: i" = 2083'+": N �� FABRIC FENCE �. � Test Pit No. 23�. Test Pit I'Je 2 33 Date: 10- 29 - 9 try Date: It)- '9 - 9 El. 1 14 , 1 PROTECTED AREA FILL 3r 05 `•' /� 9 n p�oVO 5 Fb 44000S5 W/ Z CA G-r�.RAG-Its �P c7•�',�o�NL��-ftot� ��tZt, i �i Llit iT 0r ANUIrSR avERt>tta toll,PROT� C-T'I O tJ L�15TRI CT-wLry F"NCE DEq"A"6_L S1 _L '#232 NOT TO SCALE i -' 000 D 3„ (0 01 ANC`{ LUV\ft(Ct} { LOAN1�( Jf�I,i) z - _ -- -- -_ ___ 12� _ e.R\l d u S �T C_o�J� E; `lam i TOP OF FOUNDATION EL.- 12 I 1 — FFNISi 1 GRADE OVER TANK EL. 1 y _ FINISH GRADE EL. H9,0 " DISTRIBUTION BOX (SEE NOTE 10) " 40 PVC „ 4 SCH 4 SCH 40 PVC 6`' NIIN. i b 10" 31, 1411 t17.2o ,• BAFFLE INSTALL GAS BA t 0 l70 � I 0 64P8 1500 GAL. SEPTIC TANK ° Perc Irate: 5 M1w/)kA P'.rc F.7 z: , ,- Water Table: 42"(ct-• 111•5) Water Tab%; : 34" L. ti 1, 67 Perc Test Performed b Fitzgerald En 7ineerin;, Inc. Soil Evaluation Performed by: Peter J. Hawes , Witnessed by: Chris Michaud - Board of Health Inspector `N ::�. r 1/8" - 1/2" WASIIED STONE -- ;,-,-,<-.rb----- ;: -.��-;.- ;�,-F;��;,�-; ; a`,�T DESIGN DATA i ti -e ;•-,,. ,, ,.�G �'• `�� Design Perc=10 min/inch (Ct_A,S�S Xr) Design Flow = 3 bedrooms X 1 10 GPDlbedroo�=3�OGPD n� System design: /0•IoGGPD/SF = SSoSF (min) a I 3/4" - 1 1/2" WASHED STONE 4 a p a Use Leaching Field: 29 X G4 = 5710 SF }}� ROARD OF HEALTH STAM('S FINISH GRADE EL.1 1.7: 6 ., 1/8" - 1/2" WASHED STONE SUBSURFACE SEWAGE DISPOSAL SYSTEM 11 S •-t� n = ° z CLIENT: LONG REALTY AL 3/4" - 1 1/2" WASIED STONE 658 ROCKDALE AVENUE F1 <' n . i i� NEW BEDFORD, MA 02740 PLAT 66 LOT 2- 118 SONG131RD ACRES 1,01 #62 U WARBLER WAV NORTIJ PARTMOUTII LEGEND r d ti ti r' + "�•.c . ,. 1-, ` .•... sir •. , � •, .7.. .,• ..G '✓✓. �. LFF. ij nLEE ALJ .ANHEIA' P� �1 % _ LG CONTOURS ENGINEERING &DESIGN SERVICES _ ht+ ._tt,i ;' itt1�--1` ' LLB PROPOSED CONTOURS .5 FARMERS c-iRCE.E 6" 'RUSHED STONE - T' U i i NORTH DARTMtUfTli 1�9A 02747 �� E T PIT LOCATION � , S � �v SEPTIC TANK (508) 997-A747 MECHANICALLY COMPACTED LEVEL STABLE BASE ct LDISTRIBUTION BOX FEBlij DWG. NO. Y`/ �NATER LINE fir' I997 �r D TEi 12-1 �4 - cj(p c Q I✓L 1\\•!mot TkESERVE AREA B �. SEPTIC', ' ?OW I OF, WiTMOUTH CONTACT PERSON; I:EE AZINIIEIRA NOT TO SCALE BOARD OF H7ALTH 4" PVC SDR 35 24� TOWN OF DARTMOUTH BUILDING DEPARTMENT TELEPHONE 508-999-0720 FAX 508-999-0738 ORIGINAL Date ,o t"t IWt '—'r REVISED Date DEPT. TO: x ENGINEER PLANNING DEPARTMENT x FILE/NOTEBOOKARD OF HEALTH NCO SERVATION COMMISSION OTHER ****************************************************************************** (TO BE FILLED OUT BY APPLICANT) PLAT rO(e LOT 2-I I S STREET NAME YY!-irbl er Cl l OWNER'S NAME LONfa FRJkLTI SUBDIVISION & LOT # 30uC,012D AceE,s x �y l n-r 4F 62 CONTACT PERSON Lea l pEAP.A/ea TELEPHONE # =-C74"7 DESIGN PROFESSIONAL AGENCY l �I t�ipllP� Fe- THIS PLAN WAS PREPARED BY A_SANITARIAN _LAND SURVEYOR ✓PROFESSIONAL ENGINEER (INDICATE CIV!L. STRUCTURAL, ARCHITECTURAL or OTHER) (FOR OFFICE USE ) After review of the above noted site plan I find the following: I. Zoning District SR , Vacant Lot Yes No, Zoning District appropriate ✓es No. -NIX Date plan approved 12-act-94- Date of Original submission 4-G-']¢ .Air Date plan endorsed 2. +N*r Street _ Existing, Zunder construction and BONDED - lot released. - _ Lot not released, HOLD Building permit! _ Street complies VYes _ No. • 3. -N/A.- Frontage \50. 00 ', complies yes d no_ indicate ,tr- .a!/A. Lot Area 44) Cl 5F complies yes ✓no indicate tJ14-. Percentage of Lot Coverage SO % maximum allowed. Complies yes _ no _ INDICATE May he additionally restricted by item number S. 4. VIM Setbacks current for this site are (O Front (any street side), a) any other sides. "Grandfathered" setbacks (are) (airset) allowed and are applicable to vacant lots only. "Grandfathered" setbacks for this lot may he, per Plan Date 6-(p-94, at front 50 , sides and rear '20 , and Zoning for that date for the Main Use, if otherwise allowed. Exempt setbacks existing yes _, no ),. Exempt setbacks will exist due to "Grandfather" rights ✓yes _ no. ReRa'UV" Exempt setback(s) occur when legally pre-existing structures are closer to lot lines than is currently allowed. A "grandfathered" setback may become an exempt setback. (over) D wQ 5. / . s ry Stneeture(s) indicated - Setbacks comply _ yes _ no, 6. N7117 Off-Street Parking (Residential•2 space minimum per dwelling unit) complies yes no 11TX Driveway (3' minimum setback required except common drive at property line crossing only) complies yes X no 7. -NI,4 Top of foundation elevation •1' indicate. NIA Cellar Slab elevation 113.6E ' indicate. N4A Water Table elevation (Uk. h7 ' indicate. CeUor drair provided. 8. Ante- Aquifer Zone 1 2(5) Maximum impervious cover is 10% of lot area. (Complies), INDICATE percentage of lot covera 9. F.I.R.M. Zone (` elev_ Panel k 250051 0062, date Cp/ k / $3 Flood Zone construction requirements apply, yes _ no _ Comment 10. (G) Zoned Inland Wetlands (section 17) - Requires further action, yes _no_ Comment 632 Zoned Coastal Wetlands (section 18) - Requires further action, yes _ no _ Comment Other 11. 0 ZURing-floard of Appeals action is required - CD C:ommefit 6WVar-granted - Case N See decision. • 12. NTA Submit certified "As Built", including top of foundation elevation in actual elevation numbers, not assumed, prior to hackfil or any other construction. 13. Submit further information ... ' C If yes, refer to items) N 7 14. Project will require further review when new, revised or requested information is submitted to any agency. 15. This Zoning review does not indicate compliance with any other Agency, including, but not limited to the Massachusetts State Building Code. 16. Building Department Permit(s) required _ 17. 0 _— • q N/A = not applicable To applicant/engineer: _- oniitg7tPPROVED to proceed. Zoning Approved to proceed subject to submissions requested above! . _-DO-NOT PROCEED, submit information requested above! _ DO-NOT PROCEED, Insufficient information provided, RESUBMIT! Submitted by, .David J.Silveira" Building Commissioner & Zoning Enforcement Officer Date I -23-57 ZO%1Rrcl.du ' Note: Lot Dimensions, `wetlands location and drywell requirements are based on ies - - _ . , . , . subdivision plans for Songbird Acres prepared by Atlantic Environmental Technologies, _ Inc. dated 2/15/95. J f- 1. All work must be in accordance with the requirements of the Dartmouth Board of INSTALL DRYWELL WITII TOP AT A MIN. DEPTH OF 3" BELOW BEGINNING OF PERVIOUS LAVER Gravel" Health and Massachusetts Department of Environmc'ttal Protection regulations 310 CM R 11.00 & 15.00 (Title 5). t, ±I �.cr for inspection of sewage. INSTALL GEOTEXTILE FILTER 4" 0 E}ERFORATED PIPE cJ i ,� _ _-_. v 2. Notify tale Dartmouth Board of I Iealth and the Enu�.,� P b FABRIC ON TOP & ON StDEWALLS MIN. SLOPE = 0.005 disposal system when leaching area is full excavated and when all components � , - � � ' �> >'' ,,. Grave► •, i .. `�. -. � y _ .. '0. are in place prior to backfilling. i g S o ' �• ' • 3. No modifications shall be made to this system withoctt prior written approval by the engineer and the Darhnouti� Board of Health. Ail 4 Elevations shown on plans are based on assumed dattitn• ✓of�b., t21NC7 Vie Cil%"i"fiTI V1�-_-T LA N D 30' N,10 I �I I Ty Old �oT �63 i001 60l�l~ e;� t\lE rr 5A(� ✓v LOAM (A) 5/, k4rv,\f (_o nvt(c,) J�O SRC S4` Jan 12c� Perc Rate: S M Q Perc Rate 10 M1N /I N Water Tabie:4a ��t , oOaD - l�Jawr 3-r, �,e: �4 � �L• t!-1, .o7 ```�` /%/�C �� Pere Test Performed by: Fitzgerald Enbinceng, Inca 74 71Soil Evaluation Performed by: Peter J. Haws Witnessed by: Chris Michaud - Board of Heath Inspector 1/8" - I/2" WASHED STONE DESIGN DATA N - , ,•- •:- - ..�-------3 ;.. , +;. t, , _ -,. Design Perc = i0 min/ inch Design Flow - 3 bedrooms X 110 GPD/bedr orn=3'3oGPD t ,,� b A v a o System design:330GPD /0•lo0GPD/SF = 5,50 SF (min) M1 h .rd 3/4"- 1 1/2"WASHED STONE e p a,��At,von , ,� , _ n o P V p Use Leaching Field : 2q' X �� 57w SF BOARD OF HEALTH STAMPS PLAN SCALE: i "= 30' ! A C J` 1", i L ---- TOP OF FOUNDATION EL. 121• t • a ,,,� _5— 3/4 "- 1 1/2" WASHED STONE---Zl f:p R� T�, 1`,4 U T O >`3 ` • ; %o /.� - _�_ 5. heavy equipment shall not be run over the disposal zystetn. _ = l -` s (P� � A-G, K _ - _ - — _ G. All unsuitable material is to be excavated from the leaching area rl shown on - ®M• - - v r - =-' plans, and backfilled with clean gravel or coarse sard as speed in 310 CMR SCALE NONE f,_ 15.255(2). a _ 7. Washed crushed stone shall be free of iron, fines any? dust. D well is required for roof drainage as per subdivision plans. -_.___ 97� v _ = -'� F. Septic tank, distribution box, etc. shall be manufactpred by Rotondo & Sons Inc. or p - ! - - � �' - '_ , approved equal, and installed per manufacturer's specifications. rY q _ Drywelt design and details are as per slit. 2G o"the subdivision tans. "� ;, " r �" Min. bottom area = roof area X 3/14 =104OSF X 3/14 =351 SF - •f jNT d �'. 1 - , _ .. 9. Grout shall be used to provide a.water tight seal at 11 joints where pipe enters or ( ) - - ��, C Aare' € i.; Usl; 18, X20' - ?bosl _ w - I • ' :`!/�-� leaves a concrete structure. I SF X 0.33/0.45 =121CF - •• �> - Min, volume = Roof area X (0.33/0.45) _ feet o t ` -,� ? � � 7 � ., # _ _ —�-::••••" ' •, t . � --�----� - �: ; _ 10 Outlet distribution lines shalt be level for a minimu�l of the first two f f heir Min. depth Volume/ Area-t2p3CF/?bOSF = ),?4 Use - r9: - -_ -�- �, , 4 V i length as specified in 310 CMR 15.232(3). - - - " - - 11. A Board of Health certificate of compliance as regtired by 310 CMR 15.021 •, o�z t 4 + �\•. -' �_ - a ' . must be obtained by the contractor upon completion of work. ;``..•'"'��" 12. This system is not designed for a garbage grinder. 4 LOCUS L SO I L DATA 4 WOODEN STAKE 3' SILT RETENTION "-� SCALE: 1 = 2083� ' _ FABRIC FENCE Test Pit No. 232 Test Pit 14'o.2 33 Date: I0-29-90 Date: Ib 29-9(0 El. (15. 0 El. 1 14 • S O PROTECTED AREA FILL 3" /ham 911 3'x 38') � - PapR �--� ,L� 3 Z, IDI �STRI CT sit, FENCE NOT TO SCALE �1 -- 4" SCH 40 PVC 4" PVC SDR 35 l/8" - 10V" WASIIEU STONE CE DISPOSAL SYSTEM SUBSURFACE SEWA 1L or CLIENT: LONG REALTY 11,s00 �� 658 ROCKDALE AVENUE 3/4" - 1 1/2" \1IASIIED STONE I :�CVI Aa CIVIL NEW BEDFORD, _M A 02740 1fk •�� tt� �2 1 e�pp� No, 37628 P 18 N(;BIRD ACRES LOT #62 i � , (v S a f 1500 GAL. SEPTIC TANK PLAT fib _:LOT 2- 1 ttt.-15 � � T �4��ti � , �'� WARBLER WAY - NORThI DARTMOUTH LLGL\D r n LEE AZINIIEIA, PE �� ;, .jF , �, r�'�.:, 1 1 y ESIGN SERVICES EXISTING CONTOURS ENGINEERING & P f S FARMERS CIRCLE rr NE ' PROPOSED CONTOURS 6 CRUSHED STONE---' TEST PIT LOCATION NORTH DAIRTMOt1T1t MA 02747 L IM I Or r-"XCAVA•r 1 D1�1 0 o SEPTIC TANK (508) 99,-5747 MECHANICALLY COMPACTED LEVEL STABLE BASE DISTRIBUTION BOX DWG. NO. -� W WATERLINE DATE: `� (,P - �L • 11l.�i Z= RESERVE AREA S'V-JPT'IC S Y STEM PRO FILl-E.CONTACT PERSON" LEE AZINJIELRA R NOT TO SCALE NOT TO SCALE BOARD OF HEALTH STAMPS TOWN OF DART IOUTH MININGI D -Any Chanoes Must FINISI I GRADE OVER TANK EL. 11 S FINISH GRADE EL.1 1-i 8 r- Re� Utlslftd •�• -FINISH GRADE EL. 11c). O S�iE REp��T DISTRIBUTION BOX aReVl�li (SEEN TE 10) 4" SC1140 PVC ^--�-,, J - -1 MIN. — 6" Ait11. 3" td" I"l�o� INSTALL GAS BAFFLE Q I v 4 Ou z( .1!: o V i ? .994(14na 400 Slocum Road • P.O. Box 79399 \O North Dartmouth, Massachusetts 02 74 7-098 5 !!!ea CONSERVATION COMMISSION `0P DEC 31 Hfil i 1 `O FAX 508-999-0722 508-999-0722 vi .i - C ili LQJLOIi+i; DEPT. December 30 , 1996 TO: Building Department D. P.W. Planning Board Board of Appeals Board of Health FROM: Dartmouth Conservation Commission SUBJECT: Request for technical review and written report on the accompanying Request for Determination of Applicability and plan( s ) from Robert Long re : Map 66 , Lot 2-118 , Warbler Way. Please review the attached Request for Determination and plan(s ) . If you have any comments , please prepare a report and submit it to the Conservation office by January 20 , 1996 Thank you for your cooperation and assistance in this matter . RC: r c `,q a C — , ,4 400 Slocum Road • P.O. Box 79399 North Dartmouth, Massachusetts 02747-0985 1••4'� CONSERVATION COMMISSION 508-999-0722 DARTMOUTH CONSERVATION COMMISSION FAX 508-999-0722 NOTICE OF PUBLIC MEETING Notice is hereby given that a meeting will be held under the provisions of the Dartmouth Wetlands Protection Bylaw and M.G. L . , C 131 , § 40 , the Wetlands Protection Act , on a Request for Determination of Applicability from Robert Long regarding land located at Map 66 , Lot 2-118 , Warbler Way in Dartmouth. The meeting will be held at 7 : 00 p.m. , Tuesday, January 21 , 1997 at the Dartmouth Town Hall in Room 103 , 400 Slocum Road in Dartmouth. Gerald Franklin Chairman THE CHRONICLE LEGAL AD: Please run once in your issue of January 15 , 1997 CC: D.E.P . Dartmouth Planning Board Dartmouth Board of Health Dartmouth Building Department Dartmouth D. P.W. Applicant Engineering Firm 310 CHIC 10.99 DEP Pile No. (lb be provided by DEP) Form 1 otyfrows Dartmnuth Applivnt • Commonwealth of Massachusetts Request for a Determination of Applicability Massachusetts Wetlands Protection Act, G.L c. 131, §40 & The Dartmouth Wetlands Protection Bylaw 1. I, the undersigned, hereby request that the Dartmouth conservation Commission make a determination as to whether the area, described below, or work to be performed on said area, also described below, is subject to the jurisdiction of the Wetlands Protection Act, G.L. c. 131, S40. 2. The area is described as follows. (Use maps or plans, if necessary, to provide a description and the \ I location of the area subject to this request. ) V Location: Street Address V ns'F h`eir Y al Lot Number: f3c�Yl h\rd AGr es GZ 2\0A Gc2 Lot 2- t'8 3. The work in said area is described below. (Use additional paper, if necessary, to describe the proposed work. ) easa ce- ec a o..in 2ck vroJecr des gy*ion . 1-1 Effective 11/10/89 4. The owner(s) of the area, if not the person making t is r quest, has been given written notification of this request on 4/ 2 7/yy (date) The name(s) and address(es) of the owner(s) : ABM le,a` is 1 , �InC. . 124 t--\- o\\,3-Ok oc n `tic-. NavLi, rep2co\-'CA, MA 0,274>0 • 5. I have filed a complete copy of this request with the appropriate regional office pf t)e H ssachusetts Department of Environmental Protection /, —% / y� (date) // COMMONWEALTH OF MASSACHUSEPTS DEP Northeast Regional office DEPT. OF ENVIRONMENTAL PROTECTION 10 commerce Way 20-RIVERSIDE DRIVE Woburn, MA 01801 LAKE'TU,T,F, MA 02347 DEP Central Regional office DEP Western Regional Office 75 Grove Street State House West, 4th Floor Worcester, MA 01605 436 Dwight Street Springfield, MA 01103 6. I understand that notification of this request will be placed in a local newspaper at my expense in accordance with section 10.5(3) (b) 1 of the regulations by the conservation commission and that I will be billed accordingly. Signature v 'Iy'�" � Name 110�ci \ o n G Address c 59 1 1oiciAcji_a. ve Tel. Sd8— \c 1 - 70G7 -)13e �c NSA ©274o 1-2 PROJECT DESCRIPTION The proposed project consists of construction of a single family home with a two car garage, a driveway, a well, a leaching drywell and a septic system. The only activity that will take place in the buffer zone is approximately 200 S.F. of regrading to accommodate the minimum slope for the edges of the sewage disposal system. The proposed septic system is not in the Buffer Zone and will be approved and constructed in accordance with the requirements and setbacks of the State Environmental Code Title V(310 CMR 15.00) and the Dartmouth Board of Health. By presumption of the Act this will satisfy performance standards regarding the discharge of pollutants to the adjacent sensitive areas. A silt retention fabric fence will be installed as shown on the plan prior to any excavation on the site and must remain in place until the vegetation is reestablished. The contractor will hold a preconstruction conference with the Conservation Officer prior to commencement of construction. Fueling of vehicles is not allowed within the 100'Buffer Zone. All construction debris and litter must be removed from the Buffer Zone on a daily basis. We believe that the project as designed,with the protective measures described, can be built, and will perform without significant impact on the adjacent resource areas. We further believe that the project meets the intent as well as the performance standards of the Act and is therefore approvable as such. ' and d ell requirements are based on _ _ well a ryw q �!'�, -' GENERAL NOTES Tote. Lot Dimensions,is Environmental Technologies, y prepared by Atlantic subdivision Tans for Songbird Acres p � � � �� ,• P,,, .• r _�- �- u p b Inc. dated 2/15/95. J '� ; - 1 tl�e Dartmouth Board of -� -''' J - l . All work must be in accordance with the regwrements c `� - J �re Health and Massachusetts De artment of Environmental Protection regulations INSTALL DRYWELL WI 1'11 TOP AT A MIN. - . - / • c S; l� - Pu •• P DEPTH OF 3" BELOW BEGINNING OF PERVlOUSLAi'ER � �- _� � , _ ' ��;�„ c 310 CMR 11.00 & 15.00 (Title 5). �� -. o 'V..C'_ ' if the Dartmouth Board of health and the Engineet•for inspection of sewage INSTALL GEOTEXTILE FILTER 4" yl PERFORATED PIPE N r 2. Notify MIN. SLOPE = 0.005 — p is FABRIC ON TOP & ON SIDEWALLS 11 " disposal system when leaching area ' fully excavated ate n components when a f1` _ - 1 °•P�c b• n without i, �. are in place prior to backfi in o I -• • 3. No modifications shall be made to this system prior written approval by the engineer and the Dartmouth Board of Health. 4. Elevations shown on plans are based on assumed datui j• � v--- 3/4 "- 1 I/2" WASHED STONE Z,,�- o �� �fp R/. T M O, t1 T Fi - -�- - o � -�� ) - _ _ S. l Icavy equipment shall not be run over the disposal sy 'ern. to 6. All_unsuitable material is to be excavated from the leaching area as shown onified in 310 CM R - s ]DRYNAVrLL � plans,d backfilled with clean gravel or coarse. sand as spec __ G ZC�' • UC? ju TAIL 15.255(2). SCALE : NONE 7. Washed crushed stone shall be free of iron, fines and deist. D well is required for roof drainage as per subdivision plans. _ _ ,� 8. Septic tank, distribution box, etc. shall be manufacture, by Rotondo &Sons Inc. or . - r-- - _"' - - approved equal, and installed per manufacturer's speci},cations. - Drywell design and details are as per slit. 26 of the subdivision plans. �j �� "_-- shall d t d s where pipe enters or _� .� - -,.�— : -<:, 1 • _ 9. Grout be use o provide a water tight seal at all p P - /14=1tdlOsl X 3/14 - �51 SF INTCRCAa17G€- ` Min. bottom area = roof area X (3 ) _ _ _ / Use ►S' XZo' _ ?SOS[' t'..=:''� ` - - leaves a concrete structure. _, 10 d on lines shall be level for a minimumf the first two feet of their l00 SF X 0.33/0.45 =12DXF \ " _ _ Min. volume = Roof area X (0.33/0.45) _ '' "' - < ? _ - ,as : P - - `- - length as specified in 310 CMR 15.232(3) O - Min. depth =Volume/ Area =l2o3Cl/ bOSF - -).�Q- Use �4 - _ - • - z 11. A Board of Health certificate of compliance as required by 310 CMR 15.021 must be obtained by the contractor upon completion cf work. (J :: I ,� .��-f �-` 12. This system is not designed for garbage grinder. to OT t(� 49, 960 �5 F 1, l tZIO _T LOCU- SO L DATA r /" �42i= le()` 00 ti \`� 4' WOODEN STAKE 3' SILT RETENTION SCALE- 1"= 2083' �. R t) tE-- Z i %-I G V C,>;Tt T 1 i� r' --``� r. ,, � � FABRIC FENCE Test Pit No. 2 �2 Test Pit No 2 3 � VJf-rGarND N I" Date: 10 29 9t0 Date: lb-C9'9�' 4 (t El. 11 S• 0 El. 1 1' ` JoO1 PROTECTED AREA FILL to pR0P055b �? � �� y,•JtrL t- � i , 1 LA rnI 14 boo,! 1) W/ Z CAR C- ;6,T:Z AG-itE_- ,, 121 , t PRo r e C _7k D tN Dt STRtiCT r � N o' (1-7 A�R~�A � 1" "" FENCE DETLAI-L Cp#232 ° / ( i NOT TO SCALE I' 100 P 0lr;�1=XI 'z U) i tea 233__ - Y v 0 L-1so 1/8" - 1/2" WASHED STONE I l - ----.-•-s+.-.-o---•'—a--^-".�..-_ Y :-- _. ��'-..�-�... ;._._,,. Fd� +r^G"_- Ja--. ; . , , . o ;-,.ru v a nb Ad �n{ 3/4 - 1 1/2 WASHED STONE � a P 0 �- _� a 4 a a.� 24t IF 107 I rj -AN S1 PTIJ SCALE: 1 "= 30' E ACHING ,1 A IL NOT TO SCALE — TOP OF FOUNDATION EL I 21 1 - FINiSI I GRADE OVER TANK EL. 1 i 8 FINISH GRADE EL. 1 17 F5 ;. - FINISH GRADE EL. H9- C7 �• DISTRIBUTION BOX (SEE NOTE 10) y �\ 1/8" - 1/2" WASHED STUNS " SCI140 PVC ,, _ -_r ; ��' , 4" SCH 40 PVC a PVC SDR 35 A" � � �� - - 6" MIN. d 10" 3" 14" v r,t 11- . 20 3/4" - 1 1/2" WASIIED STONE ti INSTALL GAS BAFFLE a 11700 r i16� 11� �2 1500 GAL. SEPTIC TANK t t, h .1 Jul � F'<" , :•� -.' .i c �// �/. rfl= /11= { I(i.:" 11'r�: li' - /� L, _ ill �//�; �•11 r . lit _ l'.+ __l+ill.. 1. , 6' CRUSHED STONE (�1C'1MT 4C% XCAV�.-"Cl — MECHANICALLY COMPACTED LEVEL STABLE BASE "ROVILE S` , PT"" ­" NOT TO SCALE Y 15 3H 9 /i 5Z� M, (0 : 5�h-I9`f �u11�t�c,a S4 L�AMy S/�N� 12� Perc Rate: S ►-\+w/)i.1 Perc Rate: IO Water Table: 4?_ 11 ;► 11 t,5� Water Tat:'e: 1, toy \ 4 Perc Test Performed by: Fitzgerald Engincerir-91 inc. j Soil Evaluation Performed by: Peter J. Hawes Witnessed by: Chris Michaud - Board of Healy, Inspector DESIGN DATA } Design Perc =10 min/ inch (C- L A,s!S lr ) Design Flow = a, bedrooms X 110 GPD/bedro0nl -3 �GPD 1 s System design:330GPD /0-IoCGPD/SF = 550 SF (min) � I Use Leaching Field : 24' X 1 ' = 676 SF BOARD OF HEALTH STAMP'S 1 BOARD OF HE ALTH TH S TAh'1PS J SUBSURFACE SEWAGE DISPOSAL SYSTEM �k Of c r CLIENT: LONG REALTY .: o� ILIDIO M. �G:+ 658 ROCKDALE AVENUE � AZINHEIRA `, CO MA 02740 CIVIL NEW BEDFORD, j A No. s7s2s PLAT 66 LOT 2- 118 SONG131RD ACRES LOT #61c r; 1 ISTIZIX ��� WARBLER WAY NORTH DARTMOUT11 E LEGEND #. ' LEE A. I IIEI A, PE . r� ENGINEERING & BESIGN SERVICES �.t ► ---" EXISTING CONTOURS S FARIVIEII;� CIRCLE 14 •- PROPOSED CONTOURS NORTH DARTM UTH MA 02747 TEST PI T LOCATION (508) 99%5747 p SEPTIC TANK DISTRIBUTION BOX DWG. NO. DATE: 12-1 - 9(0 9 (0 - W— WATER LINE r�7;11, RESERVE AREA CONTACT PERSON' LEiS AZINIiELRA SMOKE TECH ® COLING MOUNITED (3) l/b s Gk'`t I 6 i Qo✓�� vClOrl _ TOWN OF DARTMOUTH daJUN 2 1991UILDING DEPARTMENT 1 This plan has been reviewed and accepted as a record copy of work proposed to be performed in compliance wit° 780 CMR 5th Edition. The owner, applicant/agent and/or' architect/engineer is responsible for insuring final ' _ compliance with the above -mentioned code notwithstandin4 any errors or omissions in the record plan. Any change in owner, License contractor or engineer must be reported to this Tice immediateLy Any change in plai } must be submitte o thisof ice�atimeLymanner. Signature 1 5I F i ILE C-0i ;._4 SIZEAND DEPTH INSPECTION IS RECQUiRED E?EFC THE CONCIRETE IS POURED. t I j BUILDING DEPARTMENT TOv!n of Dartmouth YOUR DR.MVIN 'NAUST BE KE"! L AT THE BUILDING CURING THE rl� iI ,(!t. +• �: _ 1 ; ,a - •tom z 1!l ' , t�UGRESS U!- Ham �VGRK. Town of DcLrtmouth % ' �l l�•v Lbo�sl. i ©� `y �' �a��p �:�> �'.: a:✓$ R0 ks�:S3:dLY�L_tl ti m 0 © `} 1 foundation inspection V I 1:---iI: - I n any further construction J i L1= L � � �0 ICJ . �za PP :. Z O 1 _ a ire. }! t i »'' , wa i ate .: 4 d P� `rv.:4 a v F M7, 's age Of f lamne and �. } _ r I I r T I T 0 IT1' OF D A rZ T-1 0 UT T� I RECORD ° - - - ,�- Copy Of This Endorsed _► ::.:..._:. j Pull must Be Kept on Site ► During Con fruetion j )1;� Ufa J 2 19,97 o o it - • v / T OD Z • ••• / /.• .`�. - -- •: tit 1 i ;,d Vi — cz 2 N C7 z O U LJ Ln v T) 117 v ICY CPJ - J u CR w 0Co ao z d v► ce Lo o d• a ° s 'o � a \ y X CA _ Q1 rd Er IL o p I ' µ q , v U � ui vi z ` ` i11 h J 11- n] cL ' o , v O:p O O,��y� Co QO o Oil CL. i i 1 itij itj i j nj n j cal t-f >GIY, x 4�X! rt� 1vI , `(-,j (�j lv + t , C/-� ; + ico c� �7co COca 9 �' 1 ins! LL — �j -- o c°v (-'j 'nj — X (W max` � I © � � � � X *- aX n1 1{ j �J _ �f LOT b?. 5ON4BI?, /�C%tiS �1 AFZ�LF � \nfAy Na, b�FZTMo�)Tl-i r------------------------------------------------ -------------- - - - - -- - - - -- u L------------------- ------ --- ------------ - - - -- -------------------------------�_-� RIGHT ELEVATION 1/ 4„ _ f O„ 1 R- t-O M G REA, Y V T N C.,, LOT 60N t�3L RJ i;C° ti, 12 TYPICAL TRUSS ROOF 8 #225 ASPHALT SHINGLES ROOFING PLYWOOD C/W 'H' CLIPS 2x8 BLOCKING AT PEAK - TRUSSES BY OTHERS ® 24" o.c. - 2x4 TRUSS BRACING H�,oE.t� c2.1 2 CAR GARAGE TYPICAL GARAGE FLOOR: - TYP — 4" CONCRETE SLAB c/w —15� COMPACTED GRANULAR FILL - 2" AND A LAYER OF 10" OF STONE TYPICAL SILL ASSEMBLY — 1/2" DIA. ANCHOR BOLT C 72" o.c. - 2x6`PRESSURE TREATED SILL PLATE 1/4" SILL GASKET TYPICAL`(C) CROSS SECTION THROUGH GARAGE CROSS SECTION 1/4„ _ 1' 0" CROSS SECTION GENERAL NOTES UL LAMY's =N CAL GARAGE WALL : t 3" DRYWALLF� eF X i x 4" STUDS WITH o i `r —N LOT ©a,