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BY: M.BEAUDOIN PER. BY. D.AGUTAR PER. BY: D.AGUTAR PERC CAD 78 +18 PERC ® 64"+18" MOTTLES ®48 RATE: 1" IN 5 MINUTES RATE: 1 IN 3 MINUTES NO WATER @ 132" MOTTLES ® 48" NO WATER NO WATER 30.5" 18.5" - 7.5" 3, 5" DIA. INLETS TOP VIEW 5, 5" DIA. OUTLETS CROSS SECTION VIEW DISTRIBUTION BOX NOT TO SCALE 1 10'-6" 5'-8" 1 3.5"dia. e{ knockouts inlet PLAN VIEW 20" dia. cover (tyP) 4" T 10" 4'-0" liquid 4'-6" 10" level GAE BAFFL 3" CROSS SECTION VIEW SEPTIC TANK. NOT TO SCALE EXISTING 210 / Q DWELLING TOP OF FOUNDATION ELEV.= 214.5 TOP OF SLAB ELEV.=207.0 EARTH BACKFILL \ \\ 0 O o0 O o 0 0 Q 0 0 40� 4 0 p0 0 4 0 4po 0400 0 0 p p4 0 o p o 0 0 04 0 40 e 4 a p 4 a p v v v v v °V ° ° d d v4s°vV vv Vv d ° vd d ° °° V ° dvd v V v vvvvvv ° v vd v vd dvd ovv Vd vd V ` d v d v v d ° V v v V b ° V V° d° v v V V ° °° vd V o°° o° V° °V ° V 4' F 6' 4' TYPICAL 0F ALL TYPICAL FIELD CROSS SECTION NOT TO SCALE BENCHMARK: TOP OF CONCRETE ELEV.=210.2 WELL / 2p7- 210.27 FINISH GRADE ELEV. = 213.0 rr)vFRC RAICp'f) TO rRAiIF APPROXIMATE LOCATION OF EXISTING SAS PLAN- of3 0 .0 •• 6",3/40'-1-1/2" CRUSHED STONE BASE SYSTEM PROFILE 100 EXISTING (CONTOUR 12" MIN. EARTH PROPOSE[) CONTOUR BACKFILL PIPE INVERT ELEVATION 2" DEPTH OF 1 /8" - ® TEST PIT 1 /2" WASHED PEASTONE SEPTIC TA:NK 10" DEPTH OF 3/4" TO ❑ DISTRIBUTlf'ON BOX 1-1/2 DOUBLE WASHED CRUSHED STONE w PROPOSED) WATER SERVICE LINE OBSERVED GROUNDWATER TABLE ELEVATION RESERVE AREA LOCUS MAP } s r a r Ssj S k _fit i.i T(� i ..fir •.�,�.,, 1 � N 6 \� F S. k SEP 3 0 20015 NOTE: ALL WELLS WITHIN 200' OF THE PROPOSED SAS ARE SHOWN FINISH GRADE EL.= 211 MIN. DESIGN PERC RATE: 1" IN 5 MINUTES DESIGN FLOW: 4 BEDROOMS X 110 GPD/BDM = 440 GPD REQUIRED SYSTEM DESIGN: USE 14' X 43' LEACHING BED BOTTOM: 43' LONG X 14' WIDE X 0.74G/SF = 445 GPL PROVIDED ZONING 1.) THIS LOT IS LOCATED IN A FIRM ZONE "C". 2.) PER CENT LOT COVERAGE: 7.5% f 3.) (2) REQUIRED PARKING SPACES PROVIDED IN ZARAGE. 4.) THIS LOT IS NOT LOCATED IN AN AQUIFER ZORE• GENERAL NOTES 1) THIS SYSTEM SHALL BE INSPECTED WHEN LEACHING AREA IS FULLY EXCAVATED AND WHEN ALL COMPONENTS ARE IN PLACE. WHEN THE SYSTEM IS READY FOR ;INSPECTION, THE CONTRACTOR SHALL NOTIFY THE LOCAL BOARD OF HEALTH. 2) WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES. 3) ALL ELEVATIONS ARE BASED ON ASSUMED ELEVATION DATUM. 4) HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO OPERATE OVER TEE LIMITS OF THE SEWAGE DISPOSAL SYSTEM DURING THE COURSE OF CONSTRUCTION. 5) NO FIELD MODIFICATIONS TO THE SEWAGE DISPOSAL SYSTEM SHALL BE MADE WITHOUT PRIOR WRITTEN APPROVAL OF THE ENGINEER AND THE LOCAL BOARD OF HEALTH. 6) UNLESS OTHERWISE NOTED ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE WITH TITLE V OF THE STATE ENVIRONMENTAL CODE AND ANY APPLICABLE LOCAL REGULATIONS. 7) SEPTIC TANK, DISTRIBUTION BOX, ETC. SHALL BE MANUFACTURED BY A. ROTONDO & SONS OR APPROVED EQUAL. 8) GROUT TO BE USED AT ALL POINTS WHERE PIPES ENTER OR LEAVE ALL CONCRETE STRUCTURES IN ORDER TO PROVIDE A WATERTIGHT SEAL. 9) ALL SHIPLAP JOINTS IN THE SEPTIC TANK SHALL BE SEALED WITH NEOPRENE GASKETS OR ASPHALT CEMENT. 10.) ALL UNSUITABLE MATERIAL IS TO BE REMOVED AND REPLACED WITH CLEAN SAND IN ACCORDANCE WITH 310 CMR SECTION 15.255: (3) 11) THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL UNIT. BOARD OF HEALTH STAMPS BOARD OF HEALTH STAMPS 60 au ��!>9fn SUBSURFACE SEWAGE DISPOSAL. SYSTEM YR:f t>ax UG010g, >y tvosVlr6s CATHERINE AGUIAR �o �<) LOT 1 HILLSIDE FARM ass /S►ATLE�`�'� MAP 64 LOT 81-1 MOTTA DRIVE, NO.DARTMOUTH ENGINEERING FIRM: P.L.S. STAMP SITEC, Inc. EC 12 Weiby Road New Bedford. MA 02745 (508) 998-2125 Civil and Environmental Engineering FAX (508) 998-7554 Land Use Planning DATE: 4-19-05 CONTACT PERSON: DAN AGUI�R ACAD NO. FILE NO. "J a: J� R ' C) r,V E-ZALc , M. 8 /moov2 to Y DRva i-cavoAT,anJ g „' ( D2ap fOUNOA-rlout 11-9',) /N%-,S' � � iv► sue•--i �'� � =10 t I 1 N I�'fly TL j `►t I To F.-4.2J3.75 x a F E4.212. t� Z39 fr N j _ rr� v Ir Qh UL V_ I Oi i7 U CD (D b --j Li _ � J x_ r- co ? 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J - co a cc o [1 ( Q CD °> cyi . 0 m m QM � � �• N ; nin it jLA a m —� 2•0 m D < A m z o < t �c N . -.t p � v 4- 4- 4rA I '.4-1 to 2-47-+ 2.4'Z+ GAMt-t f3EbCtoo 4 0- -O _ 2`-4 I rt 0 i X g PUL%- - ; 4,-Lo A� atop LP r , I 0 N 2.4 124-24 l 24 Z4-24 ( Z4'Z.4 ' Z4-1-4 , rt t N � �� ► t► CP WALL-5 General Notes: 1.These plans area intended to provide the basic construction information. This rmeans these plans must be verified and checked completeily by the contractor. All dimensions are to be field verified' and any adjustments made accordingly. 2. All work shall bie completed in compliance With all applicable Building, Plumbing, Electrical codes. Any other local, state and/or federal codes that may apply to this project shall be considered as part of the construction documents. 3. All waste material and debris shall be removed and disposed of properly. 4. Numbers set wiithin [ ] reference that section of the Massachusetts State Building Coble Section [36 edt 6] for 1 & 2 family dwellings. 5. These drawing were prepared per guidelines set forth in the Mass. State Buildiing Code Section [36] for 1& 2 family dwellings. 6. Window glazing shall be considered hazardous when used in doors, within 570" (of a doorway or closer than 18" to the floor. Windows used for;- emergency egress shall have a minimum opening size of 20" x 24" iiti either direction and shall not be more than 44" above the finished floor. [3603.10.4 & 3603.10.4.1 & 3603.20.4.2] 7. All walls next te) stairways shall have fire stopping installed adjacent to and parallel with the stringers. 8. Masonry chimnieys constructed to section [3610] of the Massachusetts State Building Code. Itr t h APPROVED! - SCALE: Qr � � -0 BY: DRAWN BY hJt.PtG- DATE: G. Sf%j REVISED 1 Z� IO IOs i-i Z c 3 to V-,Sc z) ivG >= L. v .S pt�TT hnpv�-r E� . rA.P., DRAWING NUMBER 17 Vinyl Siding - F-1 F H11 n__ I ILI I I Ili 'U 1sT F�,00t2 -- IL I u { < eO jo �L• 212.ao� 1 F ( I F1NVS4 CkrZN41E Ak F90N—T C LEVA's.-T OrN3 SCALE: Y4:' _.L oll APPFROVED BY: DRAWN BY LATE: REVISED JZIIoIos DRAWING NUMBER I'm, , mo I�l � � | � ` ' ` ' | | -/- | ` . ` ' | LE -FT APFPROVED - DATE: REVISED ^ . DRAWING mumosn ` ^ • �. x ! C.7 �.1 D Cq i� tom_,• pF�t2 I5 - ` 30 yr. Arch. Asphalt Shingles #15 lb Felt Paper _ zxcv 5/8" CDX Plywood Sheathing Got ua 2- -Ti E-9 2 x 8 Rafters @ 16" o.c. Ice & Water Shield Alum Drip Edge R-3 tasu�p.-rr 8" Wrapped Fascia 8" Perforated Vinyl Soffit 2x jui T G` 1 tv"c�. C. . 5l�1 i ,r 30 yr. Arch. Asphalt Shingles � z - #15 lb Felt Paper 1 I 30 yr. Arch. Asphalt Shingles 5/8" CDX Plywood Sheathing ! C a g -i 2 x 6 Rafters @ 16"o.c. Vinyl Siding #15 lb Felt Paper Tyvek Housewrap 5/8" CDX Plywood Sheathing Y2" CDX Plywood Sheathing Common Trusses @ 24" o.c. d' 2 x 6 Studs @ 16" o.c. R-19 Fiberglass Insulation S i 3/4-rid P yw'D Y2" Blueboard w/ skim coat of plaster : ice &Water Sheild Alum Drip Edge 2X4P Ib''o.c. - �?C►O jblSi Q 1l01'0.o. � 8" Wrapped Fascia 8" Perforated Vinyl Soffit 77 �a s 'cfl Q 5/8" Fire Rated G.W.B. on All walls & ceilings that adjoin Main Residence. I di Vinyl Siding Q Tyvek Housewrap ( ti /�x& PT Dr. %" CDX Plywood Sheathing cxi ,i 2 x 4 Studs @ 16" o.c. � 02 � F � l�E;�.1<.. Sic. yi•� s•J I .3asTGo }tao•c 11 JotsT Tz-19 -- — ---- T It �L. Z INSur 7:0 - ' 4•x4P1 Pas^( �� '� f 1=4. Zt3.ao _ -- -al Zxt2 ( E L Z 14.oci FINIStI n II' - G° to O G �> !r li O F. 4EGOkG� i - n '• it - � i 1 . �R- i [� y • Et,. 2.13 oa �{ `{ i" a is i-t 4" Fiberglass Reinforced Concrete Slab l Y 12" Dia. Sono -Tube 6c. ZDB.a u g Foot Footing System �' � L., w/Bi 7 _ o _ •�� 4-0 -min. Below Grade � .. �,•+ ; y t I G CZAl7� D c✓� t C� t:.. f %�ti6'•►�. • IB.. - 3 /z" Dia. Concrete Filled o �' .-., � '; • �- "� 4" Fiberglass Reinforced 4 2� `-io" ,,,� Lally Column On 2'-6" x 2'-6" 1$' Concrete Slab g'Q, x 12" Deep Pad (Typ.) a �---�� 1- 2 x 6 PT Sill w/.Sill Sealer C•'. 1- 2 x 6 Top Sill r 21c,'-Ci i '/" x 12" long Anchor bolts 6' o.c --- 8" poured Concrete Wall / i Tar Coated Typ. 28'-o General Notes:_ - 1.These plansrare intended to provide the basic construction information. This means these plans must be verified and checked compiletely by the contractor. All dimensions are Main Stairways: to be field venffied and any adjustments made accordingly. 14 Risers 2. All work shaill be completed in compliance with all R @ 7-5/8" applicable Building, Plumbing, Electrical codes. Any other T @ 9"- trip Finish local, state anti/or federal codes that may apply to this 3-2x12 Stringers _..: project shall b(� considered as part of the construction _ .. documents. Basement Stairs: , � - 19 13 Risers s� ! } 5 3. All waste meiterial and debris shall be removed and disposed R @ 7-7/8" I Ft-ooR xto Pr tosZ.►c1ri4 of properly. 4. Numbers seit within [ ] reference that section of the Massachusetts T @ 9"-10%" Finish r _ - 2x► cs VT- JOIS Ix 1 t,"a , _ I State Buiding (Code Section [36 edt 6] for 1 & 2 family dwellings. 3-2x12 Stringers ------_-..---- g flo�t3c 5. These drawiing were prepared per guidelines set forth in the rZ .ta+sT Mass. State Buji ding Code Section [36] for 1& 2 family dwellings. i6. Window la'sing shall be considered hazardous when used in 2) z><�o bv�-r� - s`fAt�w�.� g tidoors,. within 5"0" of a doorway or closer than 18" to the floor. Windows used! for emergency egress shall have a minimum opening size of 20" x 24;." in either direction and shall not be more than 44" Q`x4 -' above the finis! ed floor. [3603.10.4 & 3603.10.4.1 & 3603.20.4.2] �os-c 7. All walls nexot to stairways shall have fire stopping installed y adjacent to anM parallel with the stringers. 8. Masonry chitmneys constructed to section [3610] of El.�og,a' t o: rut3E ._ the Massachusetts State Building Code. �L.2Q7.�5 �U.'..;- ._S ., 0fo,-J t 12 Dia. Sono -Tube r.+ ` L t ! w/Big Foot Footing System SCALE:. APPROVED BY: �� { DRAWN BY 4,-0,. min. Below Grade Dare: %Z ,.�'-fp,S' _ Foundation Design Criteria: REVISED I Footing to be 3,000 PSI concrete Z3 Foundation Walls to be 3,000 PSI concrete Floors & Slabs to be 2,500 PSI concrete f DRAWING NUMBER a r=