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BP-37135
G. IV (lays LV review puliuu expires: 3. OK to issue date: 4. OK to issue subject to requested submittals (see project review worksheet): Date: 5. DENIED (see project review worksheet): Date: 6. HOLD reason: Date: 7. HOLD subject to Zoning Board of Appeals action: Date: 8. Comments: 9. Inspector's Signature: 0� Date:�d Total Permit Fee: $ e t> 1, / Less Application Fee: $ 25:00 TOTAL FEE:�1 j /ross Area New Construction total sq. ft.' G ss Area - Alteration total sq. ft. Permit 1 Remaining Balance: M r��= ;ESIDENTIAL 2004 ❑ FOUNDATION ONLY $25.00 APPLICATION FEE IS NON-REFUNDABLE JICIVO -T ifSFERARLE XW o�T RECEIVED" DARTMOUTH BUILDING DEPARTMA 400 Slocum Road, P.O. Box 79399 .: Dartmouth, MA 02747 508-910-1820 FAX 508-910-1838 LICATION TO CONSTRUCT, REPAIR, RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING Zoning Review: Sigr d Energy Report: x Sigr Fire Chief: Sigr Board of Health: Sigr Conservation Commission: Sigr Other: Sigr Description of work being performed: ' 1d Date: b Date: /1� � f .) Date: ref Date: Date:- NUMBER OF PLANS SUBMITTED: SITE PLAN SUBMITTED: 'yes ❑ no pt 1.2 Assessors Plat & Lot Number: o-P 1 Property Address: �~ - Plat Lot�- Nearest Cross Street: LIB.{, sTV Subdivision Name: 1.3 Historical District ❑ yes Yno Total Land Area Sq. Ft.: (o .45 + A-C" • Has application been submitted to the Historic Commission? ❑ yes ❑ no Date: 1.4 Water Supply (MGL c 40 § 54): ❑ Municipal 1.5 Sewage Disposal System: Well ❑ Municipal Site Disposal System C:\bldg.forms\BIdgapp.res.wpd Page 4 Rev. January 1, 2003 C:\bldg.forms\Bldgapp.res.wpd Page 1 Rev. January 1, 2' RESIDENTIAL 2004 RESIDENTIAL 2664 0 2.1 Owner of Record: / L1' eww tilliyis�Ciy C J [-, , 67-4 Name (print) Contact Address Phone Number 2.2 Authorized Agent: Name (print) Contact Address Phone Number 3.1 Licensed Construction Supervisor:Q Licensed Construction Supervisor L Address iA L rr>V=I Signature 3.2 Registered Home Improvement Contractor: Are you a Home Improvement Contractor subject to (780 CMR-6)? Wyes ❑ no If no, go to the next section! Are you claiming exemption from the requirement? ❑ yes Vno If yes, submit the required affidavit! Company Name t� t4.4rLr__F__ Address L tc,, Uk1�i Signature 3.3 For Residential Remodel Work Only Not Applicable ❑ License Number Expiration Date Vs-Z Not Applicable ❑ Registration Number (if none, state ❑ none❑) Expiration Date PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO THE GUARANTY 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 by signing the above, the ome er acknowledges that there will be no eligibilty to the Guaranty Fund Date ,2 � �/ o v �o y 3.4 Homeowner Exemption - One & Two Family Only FOR HOMEOWNERS WHO INTEND TO PERFORM AND BE RESPONSIBLE FOR THEIR OWN PROJECT I0 1.1 Licensing of Construction Supervisors: Except for those structures governed by Construction Control in Section 116.0, effective July 1, 1982, no individual snall oe 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 Homeowner performing work for which a Building Permit is required shall be exempt from the provisions of this section; provides that if a Homeowner engages a person(s) for hire to do such work, that such Homeowner shall act as supervisor. For the purposes of this section only, a "Homeowner" is defined as follows: Person(s) who owns a parcel of land on which he/she resides or intends to reside, on which there is, or is intended to be, 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 a two-year period shall not be considered a Homeowner. If you are applying under this section sign below: Your signature caries certain responsibilities, including but not necessarily limited to, general liability 0 1 r � 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 Appendix of 780 CMR R5.2.15) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. Signed Affidavit Attached: Kyes ❑ no Xnew construction* ❑ addition ❑ alteration ❑ repairs 'chimney/ ❑ woodstove (energy report required) (energy report required) fireplace �rdeck Xpool Xaccessory bldg. ❑ replacement window/door ❑ other ❑ demolition (shed/garage) no. of windows_ doors_ (specify below): (specify below): * If new construction, please complete the following: Single Family: no. of bedrooms_ tE5 no. of baths 8 .45 Two Family: no. of bedrooms unit 1 no. of baths unit 1 no. of bedrooms unit 2 no. of baths unit 2 ❑ Furnace (hot air) - fuel gas (natural or propane), fuel oil, electricity, other (specify): ❑ Boiler (hearing) fuel gas (natural or propane), fuel 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 ❑ Hot Water: Gas Electric Fuel Oil> Other Description of Proposed Work: Item or Estimated Cost ($) to be completed by permit applicant 15. Total = (1 + 2 + 3 + 4) I *.Estimated Total $ Cj 40c) cxx> I I,_ t * IN-4 /%-Y ?TIT,"-, as Owner of the subject property hereby authorize Aacn In , in 1 matters relative to work authorized by this building permit application. Signature gruwner Date I, r" --, Y 1 ksllli as Owner/Authorized Agent hereby declare that the statements and information on the foregoing application are true and accurate, to the best of my knowledge and belief. Signed under the pains and penalties of perjury. of Agent Date C:\bldg.forms\Bldgapp.res.wpd Page 2 Rev. January 1, 2003 C:\bldg.forms\Bldgapp.res.wpd Page 3 Rev. January 1.2003 r 0� JUL 0 8 2,004 HIGHEST FINISH GRADE 'i � sa ,L-c o m FILE COPY RIDGE OF HIGHEST GABLE L. +-„'-b" AVERAGE HT. OF HIGHEST (SABLE f 'EL. +64'--7" OI O m � EAVE OF HIGHEST GABLE L. IST FLOORFF EL. 0'-0" HIGHEST FINISH GRADE -EL. +3G'-10" AVERAGE FINISH GRADE L. +33-9 1/2" FINISH GRADE L. +21-9" RID6E OF AVERAGE HT. OF F SAVE OF H AVERAGE EAVE OF HIGHEST GABLE E+ EL. +51'--7" 15T FLOOR FF EL. O'-O" FINISH GRADE DEL. __ � AVERAFiE FINISH GRADE-►'§SL�- +Y—EL 33_q 112" — - _ - _ - LOWEST FINISH GRADE w O � O z y w Q � w� rx A w 0 a 0 a 0 z a h 1 GENERALHING AG 1?R LE L 4 SGWEDULE 44 PVCFINISH RAdE OVE � •, E `0 2' MIN. OVER SYSTEM I OUTLET(S) S SLOP 5 D.A. 0 ) ANC � YCOMPONENTS C �T A � � SYSTEM I. NOTED. ALL OTHERWISE O ED, EXTENSIONN S5 0 E I� F�fVIOE PRECAST CONCRETE ,... � UNLESS _ STONE � rONE � �r � j R DOUBLE WASHED WASWED S rr , � � R M REMOVABLE DOVE 1 8 r0 t 2 DO1 TO i 2 DOUBLE N E 0 2 LAYER t7f / /2 OF /8 / INSTALLED IN ACCORDANCE WITH TiTL TC.��' OF �'t�UNQATIC� WITHIN T OVER TO METHODS SHALL BE RISER WITH CONCRETE COVER LOCAL RULES. ♦" - X PERFORATED PVC ; PIPE MENTAL CODE AND ANY �- •• I�tNiSH GRADE OVER D Bb ELEV. NECESSARY. LINES OF 4 E ENVIRONMENTAL 6 OF FI NISH GRADE WHEN NECESS r. ... -F- 2 ANY CHANGES TO THIS PLAN MUST. BE AP PROVED 8Y THE B 0AR N K . R TA - FI'� EL. R D RA ENGINEER. #�aE� FINISH G N NG EE FINISHG D •... F1N AN DESIGN E ��— � OF HEALTH 0 THE I. 1 MN w 2 ACCESS COVER R 20 MIN. 0 w T . USED IN JOINTS o �� u MAX, 40 PVC PIPE. WITH.. TIGHT,JO 36 AX: 36 3. 4 SCH£Dt1t.,E A1. F 3 2 (TYPICAL ) NOTED ( M UNLESS OTHERWISE 0 'DISPOSAL SYSTEM U LE 4. 4 SCHEDULE IN mow SIDE I H E #0 PERFORATED PIPEr. 0 RE USED NS D 4 c.�. €iltt PROVIDE WATERTIGHT LEACHING TRENCHES OR LEACHING H MGFIEL D5. 9 JOINTS TYP: I, t .... P NV FROM SLOPE ALL SOLID PIPING AT1 . (K MINIMUM. .3- SLCPEROATEDWE AT 0.5% 5.4 VC ' ADISPOSAL. AR G E A GA RBAGE T DESIGNED DR G I Nfl [�ESf ` M S TAtrAC 4 PVC OUT TO 6 TH SYS TE iF N fi IED e� T o ENGINEER 0 BE Ty NGI EE FA I E 4 CIU O A DESIGN 1 AC�fIi� HEALTH AND DE LE BO ARD OF HE L A 80 t 7 L N S LOCAL .�� CAPENDS D C F1 P AND Y COMPLETE NEARLY COM OF I L !ly'ER M E L WHEN SYSTEM S A FILLING E >r PRIOR TO 8 CK KFI -ED A LL T 8 C T BE i N 0 1 INSPECTION. SYSTEM 5 1 2 C ON T IN5PE 4 O F 3 RE ADY Ad Y OR I c i HEALTH INV. A FROM BOA RD 4F HE L �J VA OM �� ��� APPROVAL Y OBTAINING A 0 C7� T T G A D 5 FIRS OB w SITE T o E WITHOUT DOUBLE �'i LAYE R OF G7 SIGN EN GINEER. R• _ AND DE 4 TO 1 1 2 GAS BAFFLE e~ -ate 3 I Y T ON4E c�v[>we E wASHE D S DOUBL 1�1. ELEVATIONS BA SED ON G"5 S. VA ON 10 1 Acts SAN �% ELE .._...►�#.. t' aM t. RI 0 ' LOCATIONS P OR VERIFY A UTILITYLOC TO VE i.! oAR#t iIECt4AANCIILI. r 9 CONTRACTOR 1 IA PR R APPROPRIATE AND OT HER R AP OP �� THROUGH �G SAFE 0 � Tr OU(�'f r� ON �...� OU TLE t` Dt5 TRII�J MfN`. CONSTRUCTION C i fi N tNEE R. { G r DESIGN E 0 D TABLE T YDISCREPANCIES A LS N 01� A LEVEL S. REPORT to BE INSTALLED ACA`NC1£ BASE. FIRST TWO : FEET 4F" OUTLET t V. A ALL WATER ELE ENTER OR LEAVE -AID LEVEL. GROUND USED AT ALL POINTS WHERE PIPES E PIPES TO � L t0. GROUT TO BE T AL. l ( WATER TIGH T 5E T PROVIDE A TE STRUCTURES IN ORDER 0 0 N CONCRETE S UC SECTION cON _. 0 _ C FIELD SE A LD TYPICAL E TANK C "SEPTIC 11� PROFILE EP C SECTION VIE P�C3 LE CONCRETE � CROSS SEC I� TYPICAL FIELD GALLtN C T C I RSPECIFICATIONS � � TORE 5 H MANUFACTURERS i � I - WATERTIGHT THROUGH .. 't>`+i t: ALL TAWS SHALL 8E L£ Tf�t WIDTH t)EP r R SEAL ER, POLYMER SE OL ORSYNTHETIC ASPHALT I ATtON OF tAINIt SNP BE NwStAfi+t.Efl ON A LEVEL ST ABLE BA SE OR APPLIC ATION FIELD D��AI Lt-o"OFILEDETA L I UNLESS DISIKIBUTION H- r OAD NG U L T t0 SCALE t ALL SEP TIC SYSTEM CC���'ONEN'1`5 SHALL WITHSTAND 0 L NO 2. WICH TRA ED WAYS iN WH G t VE5 � YELL SEPTIC TANK R PAV'EME N DRI NOT TO SCALE LOCATED UNDE , NOT TO SCALE -- LOADING, - ' •.• CASE THEY SHALL WITHSTAND H 2O LO N • t �• N s y N FINES. 1 A DIRT, DU L P OF L , ''�` � -� �� A REE �� �I 1 DATA � Z�`/ g' � WASHED �'i1S�fEtJ STONE SHALL 8E GATE. IL.L M ALL LOAM, SUBSOIL AND OTHER • e - R - iNSPECTOR: �� � �� � � 14. WHERE REQUWDi, CONTRACTOR TO REMOVE UNSUITABLE MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES ° SOIL EVALUATOR: K&161 I►"�. I%d�'/ll { OF LEACHING .FACILITY. REPLACE ALL UNSUITABLE M.AfiER1Al. 1MTF! CLEAN 0.TESi. �'� r TEST PIT t. L PIT � COURSE SANG FREE FROM CLAY FINES OR OTHER UNSUITABLE MATERIAL ,..� -. '� � TEST Pit IN ACCORDANCE WITH 310CMR 15.225(3) _ i'; `Y ` • ELEV TOP ELEV ` ' 7�7 /� ELEV TOP +� _ 0 E V W TER ` EL I ... S R R .PANG E i ATE' C £ . W N Y S fV I R OF A D t .. t ENGINEER .. L7 Y E Yf'F` DESIGN .. 1 T N D ,, o .. v WATER � 1 t O O .: ... /a ELEV 15. CONTRACTOR OWN PRIOR 1 �1 ote+n�sks FROM THOSE SHC} � F N nV SITE CONflIT10l�is s / OU D Q�j t 4 RATE i Pr:RC RATE PERC /� U�J �K I7� � .. i WORK I > x ,t� PERC RATE / 2_ TO CONTINUATION C1t` _..��._ I 1 1�TM OF PERc �i i�ERC TN OF LOCATED WITHIN: _r DEP _ _.....�.�L r+A. I�R0�0 PROJECT IS L4C ----_.._�. .. ..... ..-�c �I �.�. LO T T TEXTt�tAL CLASSLTE ALCLASS xUAL coAS ASSESSORS MAP ZONING s r � .. .: s « •. BUILDING L flMG SETBACKS: S'F; t 5 .� t, R-s . �5 SHarrN7NCCuMUNITYPANEL No. •.CL- 08 UbLK 4000, Vicy./� : ... +�� yam•^'... �.�.. * .. i a 1 .� 1 � rK� I t U _••- I,ri � _K �3 i N V t.-P0M Y � F ZONE ELEVATION L FEkAA LCX� _�. R d Y � ►� 9 i I Pd(ys RECORD: �l P OWNER L� y A 1 KIP, y � 1 � vK / ADDRESS: 6t. L 7 f OV 6,1 fi v t3oulr.v 7 � Zl i,J LdP>BS- a' M h E * i LT K G I'1Z IQ ! f' V t�il� i Kt A� 4000 'fD 06 MA46b Mi&K -ra i5, Fri -'Y LTi ACT _ 1` Arl 1'N . N!.. U rAnI 5wU s L.L !7ev DES`IGN:; �. DAM -BY DESCRIPTION � ..--- _ REV. f 1 NUMBER OF BEDROOMS � .. � � r BOARD OF `HEALTH STAMPS R NUMBE O PERSONS ' AY EDROOM DESIGN I'�ow. GAS./0 /� DE JUG GAL D AY �--" .. Dt - �� '� � �. TOTAL pESi'GiV FLAW / 'SEPTIC TANK GAL. Xt7t? l G./i GALS.DESIGN CAPACITY GALLON SEPTIC TANK. (MIN. SIZE PER REDS) LEACHING FIELD �3 O1TOM CAPACITY BOARD OF HEALTH STAMPS TH x 1 WIDTH) SO, FT. r...- ,--/ --' SO. FT. X G!.Zt2...GAL/SQ.FT.m ��' � GAL. TEACHING/DAY 0 `� ,✓ ,�` Mom'' ?' I,-1`_ 1 TOTALS 1 TOTAL NUMBER Of' LINES � . .. ,✓ TOTAL LEACHING AREA 0%� So.FT TOTAL. LEACHING CAPACITY I - GAL. /DAY MAr -% i . -- W21 eA — I ,.�-�-- 1'3 G M I 1�ALItyC i�I�JI N'T` f� P.E. STAMP A DISPOSAL SYSTEM � � Ki6rw_ �► SUBSURFACE SEWAGE C� �[,D22 �.�, �J .�,' w /o .._.LEGEND �,►e' � OWNER: �ArL n I< , �OKt�I� N �ASSESSORS- MAP & LC?Tf. 0*1r1 MUM F . . ...+.....r,�,. EXISTING CONTOURS �MAGGEN " o'PROPcsEy CONTOURS J� 1 y STREET LOCATION_ I`iI ICUlaz� of tiff E&T---'�� LEPHONE LINE /5Tf ELECTfhCIN E ENGINEERIN.Go ING6 jJl TE 13�-i�1l�N M P�Ki� � � - - - w-.....-•.-.• �, _ _ . WAi'E L __._ « PROFESSIONAL SSiQNAL ENGINEERS LAND... SURVEYORS �' di GONG. 1�7U N 17 4 SOLID SCHEDULE - 4Cf PVC PIPE' E , PERFORATED SCHEDULE 40 PVC PIPE 4 PELF OR AMP , � laatis P. S P. , X 953 MAGI w4a 027l "Attention: Thev�rk��cic�n sp 454 WA�tE:NAM STREET, d SOX i �I OVE ed b allowed Order of Conditions,Conditions,and "Wetianl LIMITS OftldG .uth tip LIMITS Of WETLANDS (5t�!)- T4f�—fl252 is sued ssued by ,I WELL LpGATK�I SCALE: flAtE L17 C�ssYorr ^+rich includes strict owditions mW d I .yam, t Na is to P� until tart , .. TEST P1fi LOCATION ... cmtractrrr has reviewed the Order of and wo sy em % ,awws . .. ; . r�1�c TAB apved to abide by all conditions fir►, and '� R � - .. ct�wTACTPE sON i�ll� Ft��.... f►.�►. , -� f verified that the Plr revision dates specified on C TRIBUTm Box the C� of C+&r rs nu tch the gs supplied m N�-LpSITETROLL PLAN to the Ira forconstruction." .� „ E CON PLAN TROLL t Ip Vic gy I LoOAH 7'_ ,O/NW 7 oyKG W C Lb1t M v� ,zI1�IV b/7r 106 AKAVPIL W/ mff�! Owu L. t7IC. t4' " ooz -7)Z� 10 " AKA/WL. W/ O A. OUTLET FIN. BSMT. FLOOR PROVIDE PRECAST CONCRETE EXTENSION 5" Dt4" SCHEDULE 40 PVC FINISH GRADE OVER LEACHING FIELD VARIES RISER WITH CONCRETE COVER TO WITHIN REMOVABLE COVER SLOPE ® 2% MIN. OVER SYSTEM , 1. ELEV.= 30.0 GENERAL NOTES 6" OF FINISH GRADE WHEN NECESSARY. FINISH GRADE OVER D-BOX 31.75 2" LAYER OF 1/8" TO 1/2" DOUBLE WASHED STONE FINISH GRADE 0 FND. EL. FINISH GRADE OVER TANK EL.=32.Of " ' 2 OF 1/8" TO 1/2-DOUBLE WASHED STONE 1• UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENT S AND CONSTRUCTION 3 9 PARALLEL LINES OF 4 METHODS SHALL BE PERFORATED PVC PIPE INSTALLED IN ACCORDANCE WITH TITLE 5 OF THE STATE 20' MIN. ACCESS COVER ENVIRONMENTAL CODE AND ANY APPLICABLE LOCAL RULES. (TYPICAL FOR 3) 36"MAX./9"MIN. PROPOSED 4" VENT 2. ANY CHANGES TO THIS PLAN MUST BE 2, 12" MIN. OF HEALTH AND THE DESIGN ENGINEER. APPROVED BY THE BOARD 4" C.I. OR SCHEDULE 40 PVC 3 36" MAX. 3. 4" SCHEDULE 40 PVC PIPE WITH TIGHT 6" JOINTS TO BE USED IN g" PROVIDE WATERTIGHT DISPOSAL SYSTEM UNLESS OTHERWISE NOTED 3" DROP MIN. -�� 10" 4" PVC IN .FROM JOINT'S (TYP.) � 4• 4" SCHEDULE 40 PERFORAT ED PVC PIPE TO BE USED INSIDE .75 T 14" 27.75 SEPTIC TANK 4" PVC OUT TO ATED AT 0.5% LEACHING TRENCHES OR LEACHING' FIELDS. 1 LEACHING FACILITYCl 25.80 �6_02.5'Typ. 5. SLOPE ALL SOLID PIPING AT 1.0% o MINIMUM. 28 0 p �p 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. 27.00 47SLOPEPERFCOI 6" LAYER OF O pp ' 48" 26.83 INV.= 26.00 3/4" TO 1-1/2" p p C> LOCAL BOARD OF HEALTH' AND DESIGN ENGINEER. TO BE NOTIFIED DOUBLE WASHED STONE 8 p 0.5' 6" LAYER OF READY TO PRIOR TO BACKFILLING WHEN SYSTEM IS NEARLY COMPLETE AND -F- 10' MIN. GAS BAFFLE 6" CRUSHED STONE p " " S R INSPECTION. SYSTEM IS NOT TO BE BACKFILLED 3/4 TO 1-1/2 WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH 6" CRUSHED STONE OVER MECHANICALLY p DOUBLE WASHED. STONE AND .DESIGN ENGINEER. OVER MECHANICALLY COMPACTED BASE COMPACTED BASE p 25.30 11 OUTLET DISTRIBUTION BOX TO BE 8• ELEVATIONS BASED ON N.G.V.D. INSTALLED ON A LEVEL STABLE BASE. 53' s. 42' 4'MIN. CONTRACTOR TO VERIFY ALL UTILITY LOCATIONS PRIOR TO FIRST TWO FEET OF OUTLET PIPES TO BE LAID LEVEL CONSTRUCTION THROUGH DIG SAFE AND OTHER APPROPRIATE GROUND WATER ELEV.= NONE ® 9.0 AGENCIES. REPORT ANY DISCREPANCIES TO DESIGN N 1500 GALLON CONCRETE SEPTIC TANK ENGINEER. LENGTH 10'-6" WIDTH 5'-8" DEPTH 5'-4" CROSS SECTION.. VIEW TYPICAL FIELD PROFILE TYPICAL FIELD SECTION 10• GROUT TO BE USED AT ALL POINTS WHERE PIPES ENTER OR LEAVE ALL TANK SHALL BE INSTALLED ON A LEVEL STABLE BASE CONCRETE STRUCTURES IN ORDER TO PROVIDE A WATER .TIGHT SEAL. SEPTIC TANK PROFILE D L S TR 16 U TI O N BOX D ETA i L ,,. ALL TAN FIELD DETAILS KS SHALL BE WATERTIGHT THROUGH MANUFACTURERS SPECIFICATIONS NOT TO SCALE OR APPLICATION OF ASPHALT OR SYNTHETIC POLYMER SEALER. NOT TO SCALE NOT TO SCALE 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS LOCATED UNDER PAVEMENT, DRIVES OR TRAVELED WAYS IN WHICH ,♦ "" I I I / TEST PIT DATA 4 27 04 TP 1 CASE THEY SHALL WITHSTAND H-20 LOADING. HYDRANT BENCHMARK M i 'a ' , a INSPECTOR: CHRIS MICHAUD DATE: _ s%8,9%04 (TP#3) 13• DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FIN W ` NOTE: WORK ON GUEST HOUSE ' ES SPINDLE � t SUBJECT TO ORDER OF N72024'00"W 1 , { _ . WHERE REQUIRED, CONTRACTOR TO REMOVE ALL LOAMSUBSOIL AND OTHER EL=36.20 (N.G.V.D.)67•►1 } CONDITIONS ISSUED 7 8 04 SOIL EVALUATOR: KEVIN W. FORGUE CERT.# 14, ER 490.81' E \ / % I r UNSUITABLE MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES SE15-1809. � y : !! TEST PIT #: 1 TEST PIT 3 TEST PIT - OF LEACHING FACILITY WHEN LOCATED BELOW NATURAL GRADE. WHEN LEACHING � � OF LEACHING FACILITY. REPLACE 1 1 1 I ELEV TOP 28.0 ELEV TOP = 1 ELEV TOP = 28.0 _ CE ALL UNSUITABLE MATERIAL MAP 7 LOT 15 NTH CLEAN COURSE SAND FREE FROM CLAY, FINES OR OTHER UNSUITABLE ( ELEV WATER NONE013.0 ELEV WATER = NONE®9.0 ELEV WATER = MATERIAL IN ACCORDANCE WITH 310 �Q tCpQQ4i'�. - MR 15.255(3)Ln - t, PERC RATE 20 MINAN PERC RATE _ _ _ 15. CONTRACTOR TO NOTIFY DESIGN /I 40 MINAN PERC RATE MIN/IN ENGINEER OF ANY DISCREPANCIES SITE CONDITIONS FROM THOSE �-y SE SHOWN PRIOR `\ \ {'} i ` t <<c• f N `� { S I , ,t.,`. r " OVERNIGHT SOAK FOUND IN SI 0. DEPTH OF PERC=108 -126" DEPTH OF PERC=180"-198" DEPTH OF PERC= TO CONTINUATION OF WORK TEXTURAL CLASS I ` i , Op. :F ! \i , TEXTURAL CLASS I TEXTURAL CLASS 16. PROPOSED PROJECT IS LOCATED WITHIN: l \ \ `a` '}''1 \ it\ F �, O I ! I FEMA' FLOOD ZONE VE ELEVATION 19 MAP 7 LOT 16 \ , . �`, ', � , \ i , � � 1 �- � � s�, I '',.' � ` L No. 250051 0024 D \ AS SHOWN ON COMMUNITY PANE . AREA- 6.51 fAC. , ' � �, ', � y y�� � 6 \ \ �' , � c�L�} FILL LLj t � � ,4 `1�'fil LOAMY SAND 1 1 t 10YR 5/6 w PROPOSED ; NEW PIER cl , ,� } 1 , (PERMIT 35 . { ( ` } APPROVED) _ LOAMY SAND ;,. _ '` �,+. Lei �� % ��_>_- - , cn i{ � C 2.5Y 6/12 ZONING DISTRICT: SR-B ASSESSORS: MAP # 7 LOT # 16 W 48" 17• OWNER OF RECORD: GERALD R. JORDAN 52"Li ADDRESS: 192 MISHAUM POINT ROAD SO. DARTMOUTH, MA 02748 68" Off. w 132ft ( t I TOP OF 1 ` '� t o gE �'� % ENTRY DRIVE 1 i ! BOAT j COASTAL ' t ` SET N0 =� �iT i his A rE H# BANK EsdEMp. OFF ( �' , HOUSE !`. DESIGN (TYP) DATA ly 77 7 y \ FISHING PATH t . \ - \ ;i , , , `; ,, ;,: , ? piA \ `\ { , H liSflN;INECLIH �� PROPOSED NUMBER OF BEDROOMS 5 REV. SILT BY APP'D. DESCRIPTION DATE NUMBER OF PERSONS 10 t DESIGN FLOW: 110 �� , f EROSION GAL/DAY/BEDROOM BOARD OF HEALTH � ,� COURTYARD j, ; s'/If"'fi# S NORTH COUR i y :i POOL TERRACE 2 INr!�` � CONTROL TOTAL DESIGN FLOW 550 GAL DAY STAMP V 2 ` ry PORCH SEPTIC TANK 1 F.F.E. 43'-0'_ -J ' / INFlNIT)i, POOL , ";,f r PROPOSED 550 GAL. X 200% _ 1100 --Ic ;l ! /1°�„ . 42X53 GALS.DESIGN CAPACITY MAIN HOUSE _�� { ,.., = LEACHING USE 1500 GALLON SEPTIC TANK. (MIN. SIZE PER REGS) \ DECKS 4$=__ _- _ J11 �% ( t 1 \�' ' r , `ti\ PORC 25 tf ��A. LEACHING FIELD - f/ �. �' i ELD DESIGN PERC. RATE - 40 MINAN / P�-V �liZ BOTTOM CAPACITY � ,/ �� ( 42' LENGTH X 553' WI = SOUTH TERRACE r (LENGTH) ( DTH) 2,226 SQ.FT. \ � �7 �,: ,l �h=.- BOARD OF HEALTH STAMPS I ` j ` 2, 226 SQ. FT. X 0.25 GAL/SQ. FT. 556 GAL. LEACHING/DAIf 4.E COPY 0 �J I NN. rIL TOTALS LOCUS MAP ;� \ \ , ,�a�/ TOTAL NUMBER OF LINES 9 ��� "�> TOTAL LEACHING AREA---2 226 Tp ����DEC 2 2004 ,r F ` TOTAL LEACHING CAPACITY 556 GAL. DAY .a�' \ >> -i.-....`-; B4ClOW ' • 9.�A ..f . y j,... -` . \ ~'' -...,i / i� , , V � P03 _ r 4r % ',\00, .aye 11 SOUTH LAWN ' ��,� �f APPROX. LOCATION OF , _ OO• f¢ CONCRETE FOUNDATION FOR `, �; FORM : ER GUNNERY POST. YZ \ ; Y REMOVE AS NECESSARY(TYP) `x 2 LOCATIONS) t' . � ... FOR ) r•"r iP.E.STAMP \ w o x : �: ,f P SUBSURFACE SEWAGE DISPOSAL Y - Potomsk�;.� _ _ ,,1LEGEND SEEM i Pt 4 , 5 OWNER: GERALD R. JORDAN f , water y a, r,tPROPOSED 5' REMOVE & 1°° w �� , �� �fEXISTING CONTOURS _ _ s�# ;' /s „0 ASSESSORS MAP & LOT #-. MAP 7, LOT 16 REPLA NO v , l7 �,Ya _ 1� CE SEE -- , z/ ( TE #14) G PROPOSED CONTOURS Y. • !� • .' � � �+-S�'`S�r�.� 4.,A''"y.,,. i� f ��' � �f'I ,.� 3( " GAS LINE 3 ; > PROPOSED STREET LOCATION: MISHAUM POINT ROAD ,,,:,{ {L OPOSED , 4 VENT E&T ELECTRIC/TELEPHONE LINE t14V ,•'i, "". . ` ._._� r `'` i /may "a W WATER LINE i �nwp�} »SOLI G.A.F. ENGINEERING, INC ,P_ 4" D SCHEDULE-40 PVC PIPE !AJ =---- 4 PERFORATED SCHEDULE 40 PtiIC PIPE - PROFESSIONAL ENGINEERS & LAND SURVEYORS LIMITS OF OVERDIG P.L.S. STAMP 266 MAIN STREET, , • kµ `R o;, ` ' * ., `. -... ,.,. �;-..:.-.�. •-`..._...-'.,' _ y �� �- WAREHAM MA 02571 k k C LIMITS OF WETLAND PROPOSED 1500 TANK ( ) 29 6634 GALLON SEPTICo WELL LOCATION -295- 600 FA 508 5 F .. ,Q...., y...TELMt �= W E-MAIL:,6 Ega eng®verizon.ne �!! - MH TEST PIT LOCATION SCALE: 1 q 1{ APPRBAYo o DATE: to- 1 S i I L PLAN J, SEPTIC TANK NN er C.D.A. CHK By: W.F.M. DWO Na SD-1 ,roe No. 03-5990 O LOCUS . 7 DISTRIBUTION BO X CONTACT PERSON: KEVIN W. FORGUE, G.A.F. ENGINEERING, INC. Y,kt EROSION CONTROLL ADDRESS: 266 MAIN STREET WAREHAM MA PLAN SCALE: 1 " _ 40' 02571 TELEPHONE: 508-295- 6600 FILL A SANDY LOAM 1OYR 2 1 B LOAMY SAND 10YR 5/6 SANDY LOAM 2.5Y 6/12 LOAMY SAND FIRM 2.5Y 7/3 FINISH GRADE OVER LEACHING FIELD 29.3 MAX " GENERAL NOTES 5" DFA, OUTLET(S) 4 SCHEDULE 40 PVC SLOPE 0 2% MIN. OVER SYSTEM PROVIDE PRECAST CONCRETE EXTENSION R " " " WASHED STONE " " TONE 1: UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONE NTS AND CONSTRUCTION FIN. BSMT. FLOOR RISER WITH CONCRETE COVER TO WITHIN REMOVABLE COVE 2 LAYER OF 1/8 TO 1/2 DOUBLE WAS 2 OF 1/8 TO 1/2 DOUBLE WASHED S ►� FINISH GRADE OVER D-BOX 31.75 METHODS SHALL BE INSTALLED IN ACCORDANCE WITH TITLE 5 OF THE STATE ELEV•= 30.0 6 OF FINISH GRADE. 3' 9 PARALLEL LINES OF 4" PERFORATED PVC PIPE ENVIRONMENTAL CODE AND ANY APPLICABLE LOCAL RULES. FINISH GRADE ®FND. EL. _ FINISH GRADE OVER TANK. EL. 32,0 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD 20' MIN. ACCESS COVER PROPOSED 4" VENT OF HEALTH AND THE DESIGN ENGINEER. 12" MIN. (TYPICAL FOR 3) 36"MAX./9"MIN. 2 36" MAX. 3. 4" SCHEDULE 40 PVC PIPE WITH 11GHT JOINTS TO BE USED IN DISPOSAL SYSTEM UNLESS,:OTHERWISE NOTED 3 0 4" SCHEDULE 40 PERFORATED PVC PIPE TO BE USED INSIDE 4" C.I. OR SCHEDULE 40 PVC PROVIDE WATERTIGHT LEACHING TRENCHES OR; LEACHING FIELDS. 6" 3" DROP. MIN. 9" JOINTS (1`1'P) IN FROM SLOPE PERFORATED AT 0.5% 6' 2.5'TYP. 5. SLOPE ALL SOLID PIPING AT 1.0% MINIMUM. 10 SEPTIC TANK 4" PVC OUT TO 25.80 T . 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. 28.75 14" 27.75 O LEACHING FACILITY © �� 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NO © 6 LAYER OF 8 O PRIOR TO BACKFILLING WHEN SYSTEM IS NEARLY COMPLETE AND 28.0 26.83 INV.= 26.00 O©0� 3/4" TO 1-1/2" O � O READY FOR INSPECTION. SYSTEM IS NOT TO BE BACKFILLED 27.00 O DOUBLE WASHED STONE g 6" LAYER OF S 48" 0.5 WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH O 3/4" TO 1-1 /2" AND DESIGN ENGINEER. GAS BAFFLE 6" CRUSHED STONE DOUBLE WASHED STONE 10' MIN. OVER MECHANICALLY O 25.30 O e. ELEVATIONS BASED ON N.G.V.D. 6" CRUSHED STONE COMPACTED BASE OVER MECHANICALLY 11 OUTLET DISTRIBUT ION BOX TO BE 53' 9• CONTRACTOR TO VERIFY ALL. UTILITY LOCATIONS PRIOR TO STABLE. BASE. 42' 4'MIN. CONSTRUCTION THROUGH DIG SAFE AND OTHER APPROPRIATE COMPACTED BASE INSTALLED ON A LEVEL ,AGENCIES. REPORT ANY DISCREPANCIES TO DESIGN ENGINEER. FIRST TWOFEET OF OUTLET PIPES TO BE LAID LEVEL, GROUND WATER ELEV.= NONE ®9.0 10. GROUT TO BE USED AT ALL POINTS WHERE PIPES ENTER OR LEAVE ALL 1500 GALLON CONCRETE SEPTIC TANK CROSS SECTION VIEW TYPICAL FIELD PROFILE TYPICAL FIELD SECTION CONCRETE STRUCTURES IN ORDER TO PROVIDE A WATER TIGHT SEAL, LENGTH 10'-6" WIDTH 5'-8" DEPTH 5'-4" 11. ALL TANKS SHALL BE WATERTIGHT THROUGH MANUFACTURERS SPECIFICATIONS TANK SHALL BE INSTALLED ON A LEVEL STABLE BASE DISTRIBUTION BOX DETAIL EIELD DETAILS OR APPLICATION OF ASPHALT OR SYNTHETIC POLYMER SEALER. SEPTIC TANK PROFILE NOT TO SCALE 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS NOT To SCALE NOT To SCALE LOCATED UNDER PAVEMENT, DRIVES OR TRAVELED WAYS IN WHICH I , PIT VATA' CASE THEY SHALL WITHSTAND H-20 LOADING. TEST 4/27/04 (TP#1) OF ALL DIRT, DUST AND FINES. NOTE' i I 1 1 i l ! 9 04 TP 3 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE - 1 �_ I DATE: 6/8. f ( # ) 1.) ALL SYSTEM COMPONENTS SHALL BE CAPABLE TO WITHSTAND H 20 ` i k I t INSPECTOR: CHRIS MICHAUD ( i I \ i ! 14. WHERE REQUIRED, CONTRACTOR TO REMOVE ALL LOAM, SUBSOIL AND OTHER LOADING. '"+ i, i I / 1 ; l SOIL EVALUATOR: KEVIN W. FORGUE CERT.# UNSUITABLE MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES E INSTALLED AT THE EDGE OF LEACHING FIELD AS Ul 3 NOTE: WORK ON GUEST HOUSE I 2.) SHEATHING SHALL B STAIRWAY. SITE BENCHMARK M t' SUBJECT TO ORDER OF , , - N OF THE SOUTH TERRACE & STA EW , OF .LEACHING FACILITY WHEN LOCATED BELOW NATURAL GRADE. WHEN LEACHING NECESSARY DURING THE CONSTRUCTION , 1 ; r TEST PIT #: 1 TEST PIT #: 3 TEST PIT #: HYDRANT SPINDLE �+�, '� ''� � CONDITIONS ISSUED 7/8/04 ' ; OF LEACHING FACILITY. REPLACE ALL UNSUITABLE MATERIAL N " =36.20 N.G.V.D. 1 . 7• s'1 '' \ SE15-1809. ELEV TOP = 28.0 ELEV TOP = 28.0 ELEV TOP = - WITH CLEAN COURSE SAND FREE FROM CLAY, FINES OR OTHER UNSUITABLE 7224 00 W EL (. } E \ ` , i , i I MATERIAL IN ACCORDANCE WITH ,310MR 15.255(3) 490.81 t,30 \ \ \ I ,\ � t i ,. ! � ' ' { ELEV WATER = NONE®'I3.0 ELEV WATER = NONE09.0 ELEV WATER = y 3 \ •/ I 15. CONTRACTOR TO NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES MAP 7LOT - ti, •., ` _ "` # ( / FOUND IN SITE CONDITIONS FROM THOSE SHOWN PRIOR PERC RATE = 20 MIN/IN PERC RATE = 40 MIN/IN PERC RATE = - MIN IN OVERNIGHT SOAK TO " 180"-198" DEPTH OF PERC= - CONTINUATION OF WORK DEPTH OF PERC=108 -126 DEPTH OF PERC- , , 1 `` 4 1 �/,,;/_� _ 16. PROPOSED PROJECT IS LOCATED WITHIN: PROPO ,�1 F' : I / r � � ASS \ ` , t / TEXTURAL CLASS I TEXTURAL CLASS I TEXTURAL CLASS FEMA FLOOD ZONE VE ELEVATION 19 •�' ty` �• �•�';' .. AS SHOWN ON COMMUNITY PANEL No. 250051 0024 D , �r : \ l 'v ''..� ,�' `( Z�� a w �� 2• t I I ZONING DISTRICT: SR-B r.. v J i t• '1 I W •'' FILL t -� MAP 7 LOT '\ �� \ G f \ ;� ti i W \ AREA y , _ LOAMY SAND > \ \ i 1 oYR / \ \\ i t s '' i �:� 'r•' ' ? ( +'` ;x PROPOSED �, / -�'� _ �. `\ � s `\ NEW PIER (PERMIT `', � - •a-� �.�,z*, LOAMY.. SAND r - , ; i APPROVED) C \ t IN, ,/ �: 2.5Y 6/12 C , \ t, \ , ASSESSORS: MAP # 7 LOT # 16 " 17. OWNER OF RECORD: GERALD R. JORDAN 48 _j a ADDRESS: 192 MI5HAUM POINT ROAD 52" SO. DARTMOUTH, MA 02748 68 o L w 132" ((jt SE T BE ` t J" EXISTING H� O O 1 ^a� tr a( • (( s ,, ,4 ,, R ,. \ `',, \, ,, \ � `•,, ', `', ,; > `.• DEMOLISHED 1lND 1 \ �, I j ' ; I#, :' TOP OF �'EMOVED OFF -SITE ._ 3.;;,, 2 Nov. 4, 2004 CDA KWF ADD STAKED HAYBALE dt REMOVE FISH PATH r BOAT COASTAL DESIGN DATA HING FIELD \ V"I., `\`°ENTRY DRIVE „ 1 ' .1 OCT.29. 2004 CDA KWF GRADING OVER LEACi,`�\,�I HOUSEBANK N ., \ , \- DATE BY APP'D. ESC RIP110 , EX1V4D.-.w R F BEDROOM ATER LINE TO � crn') S 5 REV. D NUMBER 0 NEW DWEL•ING ., •''., `� '\ ', \ .,; r,.- ; '1 fl.j'I ", PROPOSED NUMBER OF PERSONS 10 BOARD OF HEALTH STAMPS 1 SILT DESIGN FLOW: 110 GAL/DAY/BEDROOM . `"* rtn�c.t�w�'LzN� �, \ \ , ` fit, f o, ,., ; : FENCE & AY • �, tx t# TOTAL DESIGN FLOW A /D 1 STAKED 550 G L FIRE RING _ ! �4r • a' L '° YBALE NORTH COURTYARD i{ `' POOL TERRACE o; , „-af; EROSIONSEPTIC TANK N /W i .. _ ` , i � `•,, x CONTROL PROPOSEDr0 1500 GALLON SEPTIC TANK (MIN. SIZE PE R R S )0 GAL. X200% 1100 GALS.DESIGN CAPACITY PORCH USE INFINITPOOL`X f42'X53' 1 . a MAIN HOUSE FIE LEACHING rt - ;, �FIELD DESIGN PERC RATE r -- �� ' LEACHING F = 40 Mlh/IN DECK _ . _ . / . ;'� r •, \ 25, �f, OTTOM CAPACITY \ ` PORC B BOARD OF HEALTH STAMPS \ �'! it i `` : , 1 42' {LENGTH) X 53' (WIDTH) = 2,'226 SO.FT. 55 % , r �, 2.226 SQ.FT. X 0.25 GAL/SQ.FT. 556 GAL. LEACHING/DAB' �;\: \ \� \� � ` ,,\` • '�`', \ � BRACE 1 �• tr, r: SOUTH 1 \ \ t TOTALS ,�1 } `\ '',. `'. `� , f/ram•_. ` \ \ '� `-�:..:.,, ' \ \, a :f rlf r , �. �' �7 �,1 r TOTAL NUMBER OF LINES 9 Lino`'�k`!�` . `\,E�'' � • \ .� 1 � ', � 3� � { i ,i' ; V, r�TOTAL LEACHING AREA 2,226 SQ.FT. 1 \A"\` TOTAL LEACHING CAPACITY 556 GAL./DAY LOCUS MAP \ R -.�--,. l I -ll :♦ M to '\ ,`�'\ \ \ -.._ f• � }. , % j N, f}4ij11e8ddv} �� �•�• APPROX. LOCATION OF \ a ` \ \ R - i 1 ` -___ ... - �__._�,�-s,�;�. ;>!._ �, ,. .�,-: , � '�' , .` � �,q . -r � r� CONCRETE FOUNDATION FOR SOUTH LAWN pp• /.dr'. FORMER GUNNERY POST. ,. , 1�L�,.t :t=,; . • +: w t ,; y ` _ --- ,r !., • P.E. STAMP SYSTEM \^ r \ - _ SUBSURFACE SEWAGE DISPOSAL r REMOVE AS ECESSARY (TYP) - ' urnrrrr 2mds% t; - `1: • e., r. ` _ _.._ : r' [AAA , OR 2 LOCATIONS) LEGEND �,r•,.-•� ,',;,�"'� � OWNER: GERALD R. JORDAN • R \; ,a � S~y ASSESSORS MAP & LOTJ[ MAP ` 7 LOT 1$ ' ;', :•>_« +r r /" t , ..-.,. , ,, , t j . .•. �" .,.• i .! _ v� �4YIlU>-Pd F. �y '^' 1i , -' 'i CONTOURS , , 1 f, f i v � 00 100 EXISTING CO ,� 4l Z PROPOSED CONTOURSI :r'Potomska 1 3 i`,', �; \ f !� P!o., f'S pt *r t :h 4 ';, f,. PROPOSED 5 REMOVE do STREET LOCATION: MISHAUM POINT ROAD ,p ... 9 G GAS LINE �� REPLACE SEE NOTE #14) E&T ELECTRIC/TELEPHONE LINE t water INC.c G,A,F.ENGINEERING9 '1000 `.:'._. ROPOSE 4 VENTWATE -4 PVC PIPE R L �. P D 4 SOLID SCHEDULE-40 ��� PROFESSIONAL ENGINEERS & LAND SURVEYORS r! : �� �n '` ` . 4" PER SCHEDULE 40 PVC PIPE , S '.t"ri.,, �. _±'',. ,*.,s =' \ t` `,.. ;,'.. _.--._ ..:.:/J r ' •mac .} I .,��, P.L.S. STAMP 266 MAIN STREET, WAREHAM, MA 02571 1 , • ,,WA�� ;- ' LIMITS OF OVERDIG SEA- LIMITSr `` OF WETLANDS 0 - 95 6634 ` •• r , = ti • . RIP P gafeng@verizon.net ;:� - TEL• (5 8) 295-6600 FAX: (5 MAIL f ;, a 4, = _ -a-r sue. WELL LOCATION - ! v.,. .r- f- " DATE. OCT. 12 2004 v_ A �,,. o E-- ga eng®v o : PROPOSED 1500 TEST PIT LOCATION SCALE: �a ON SEPTIC TANK ANK C.D.A. CHK BY: owc No. SD-1 -5990 ,... . O O SEPTIC T No 03 GALL C ors er W.F.M. ., ApP MNw G.A.F. ENGINEERING INC. BOX. O DISTRIBUTION BOX CONTACT PERSON: KEVIN W. FORGUE, �/� S TE PLAN EROSION CONTROLL ADDRESS: 266 MAIN STREET, WAREHAM, MA 02571 TELEPHONE: 508-295-6600 :x ' k . r PLAN SCALE: 1 " 40' FILL SANDY LOAM 1OYR 2 1 LOAMY SAND 10YR 5/6 SANDY LOAM 2.5Y 6/12 LOAMY SAND FIRM 2.5Y 7/3 FIN. BSMT- FLOOR ELEV.= 30.0 FINISH GRADE ® FND. EL. 4" C_L OR SCHEDULE 40 PVC 6 10" - 28.75 PROVIDE PRECAST CONCRETE EXTENSION 5" DIA. OUTLET(S) - RISER WITH CONCRETE COVER TO WITHIN REMOVABLE COVER 6" OF FINISH GRADE. FINISH GRADE OVER D-BOX 31.75 FINISH GRADE OVER TANK EL.=32.0t 20' MIN. ACCESS COVER (TYPICAL FOR 3) 36"MAX./9"MIN. 3 " PROVIDE WATERTIGHT 3" DROP MIN. JOINTS (TYP.) 4" PVC IN FROM 14" __111\\-27.75 SEPTIC TANK 4" PVC OUT TO 28.0 -/ 48" 10' MIN. 6" CRUSHED STONE OVER MECHANICALLY COMPACTED BASE 1500 GALLON CONCRETE SEPTIC TANK LENGTH 10'-6" WIDTH 5'-8" DEPTH 5'-e TANK SHALL BE INSTALLED ON A LEVEL STABLE BASE SEPT1'C TANK PROFILE NOT TO SCALE NOTE: 1.) ALL SYSTEM COMPONENTS SHALL BE CAPABLE TO WITHSTAND H-20 LOADING. 2.) SHEATHING SHALL BE INSTALLED AT THE EDGE OF LEACHING FIELD AS NECESSARY DURING THE CONSTRUCTION OF THE SOUTH TERRACE & STAIRWAY. LEACHING FACILITY 27.00 26.83 GAS BAFFLE 6" CRUSHED STONE OVER MECHANICALLY COMPACTED BASE 11 OUTLET DISTRIBUTION BOX TO BE INSTALLED ON A LEVEL STABLE BASE. FIRST TWO FEET OF OUTLET PIPES TO BE LAID LEVEL. CROSS SECTION VIEW DISTRIBUTION BOX DETAIL NOT TO SCALE _ 4 p. 1V,y MAP 7 LOT 16 AREA= 6.51 ±AC jpi esddw Cetn,N ' n t � 1 Potomska P#Belt water },t 0 1�fe M i MIN! blilz s I ,f1 SI TE PLAN PLAN SCALE: 1" = 40' 4" SCHEDULE 40 PVC FINISH GRADE LEACHING F OVER LEAIELD 29.3 MAX MI R SYSTEM GENERAL NOTES N. OVER SLOPE ®2� 2" LAYER OF 1/8" TO 1/2" DOUBLE WASHED STONE 2" OF 1 8" TO 1 2"DOUBLE WASHED STONE 1• UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION / / METHODS SHALL BE INSTALLED IN ACCORDANCE WITH TITLE 5 OF THE STATE 3' 9 PARALLEL LINES OF 4" PERFORATED PVC PIPE ENVIRONMENTAL CODE AND ANY APPLICABLE LOCAL RULES. PROPOSED 4" VENT 2• ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD 12" MIN. OF HEALTH AND THE DESIGN ENGINEER. 2' 36" MAX. 3. 4" SCHEDULE 40 PVC PIPE WITH TIGHT JOINTS TO BE USED IN DISPOSAL SYSTEM UNLESS OTHERWISE NOTED 4• 4" SCHEDULE 40 PERFORATED PVC PIPE TO BE USED INSIDE LEACHING TRENCHES OR LEACHING FIELDS. SLOPE PERFORATED AT 0.5% 6' 25NP, 5• SLOPE ALL SOLID PIPING AT 1.0% MINIMUM. 0_0 0 ( 0 25.80 n__Od s. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. oQ© 6" LAYER OF O S pp a 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED INV.= 26.00Ac:>O3/4" TO 1-1/2" 0 PRIOR TO BACKFILLING WHEN SYSTEM IS NEARLY COMPLETE AND �� DOUBLE WASHED STONE 8 � 0.5' 6" LAYER OF READY FOR INSPECTION. SYSTEM IS NOT TO BE BACKFILLED O 3/4" TO 1-1/2" WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH DOUBLE WASHED STONE AND DESIGN ENGINEER. O O 25.30 8. ELEVATIONS BASED ON N.G.V.D. 53' 9• CONTRACTOR TO VERIFY ALL UTILITY LOCATIONS PRIOR TO -- 42' 4'MIN. CONSTRUCTION THROUGH DIG SAFE AND OTHER APPROPRIATE AGENCIES REPORT ANY DI S RE N GROUND WATER ELEV.= NONE ® 9.0 C PA CIES 70 DESIGN ENGINEER. TYPICAL FIELD PROFILE TYPICAL FIELD SECTION 10. GROUT TO BE USED AT ALL POINTS WHERE PIPES ENTER OR LEAVE ALL ORDER CONCRETE STRUCTURES IN TO PROVIDE A WATER TIGHT SEAL. FIELD DETAILS 11. ALL TANKS SHALL BE WATERTIGHT THROUGH MANUFACTURERS SPECIFICATIONS OR APPLICATION OF ASPHALT OR SYNTHETIC POLYMER SEALER. NOT TO SCALE 3 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS PIT DATA TESTt LOCATED UNDER PAVEMENT, DRIVES OR TRAVELED WAYS IN WHICH CASE THEY SHALL WITHSTAND H-20 LOADING. I 4/271/04 (TP#t) 'r INSPECTOR: CHRIS MICHAUD DATE: _ 6f8.9f 04 (TP#3) 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES. l I i 14. WHERE REQUIRED, CONTRACTOR TO REMOVE ALL LOAM SUBSOIL AND OTHER K ON GUESTHOUSE SOIL EVALUATOR: KEVIN W. FORGUE CERT.# - , UNSUITABLE MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES ORDER / /r ISSUED 7/8/04 , TEST PIT #: 1 TEST PIT : 3 TEST PIT - OF LEACHING FACILITY WHEN LOCATED BELOW NATURAL GRADE. WHEN LEACHING OF LEACHING FACILITY, REPLACE ALL UNSUITABLE MATERIAL ELEV TOP = 28.0 ELEV TOP = 28.0 ELEV TOP - WITH CLEAN COURSE SAND FREE FROM CLAY, FINES OR OTHER UNSUITABLE ELEV WATER = NONE013.0 ELEV WATER = NONE09.0 ELEV WATER = - MATERIAL IN ACCORDANCE WITH 310MR 15.255(3) % LOT I 5 j 15. CONTRACTOR TO NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES �`' \ PERC RATE = 20 MIN/IN PERC RATE _ 40 MIN/IN PERC RATE "_ - MIN�IN FOUND IN SITE CONDI110NS FROM THOSE SHOWN PRIOR OVERNIGHT SOAK TO CONTINUATION OF WORK ` J DEPTH OF PERC=108" -126 DEPTH OF PERC= 180" -198 " DEPTH OF OERC= - TEXTURAL CLASS I TEXTURAL CLASS I TEXTURAL CLASS 16. PROPOSED PROJECT IS LOCATED WITHIN: FEMA FLOOD ZONE VE ELEVATION 19 AS SHOWN ON COMMUNITY PANEL No. 250051 0024 D ! f w FILL a f� wa T - B LOAMY SAND oB PROPOSED NEW PIER (PERMIT APPROVED) C 10YR 5/0 LOAMY SAND 2.5Y 6/12 CId 180" FILL SANDY LOAM 1OYR 2 1 LOAMY SAND 10YR 5/6 SANDY LOAM 2.5Y 6/12 LOAMY SAND FIRM 2.5Y 7/3 w 48"uj a CL 52" 68" 0 w 132" 228" TOP OF COASTAL DESIGN DATA BANK NUMBER OF BEDROOMS- 5 PROPOSED NUMBER OF PERSONS 10 SILT DESIGN FLOW: 110 GAL/DAY/BEDROOM FENCE & STAKED TOTAL DESIGN FLOW 550 GAL DAY ERo ON SEPTIC TANK CONTROL 1100 550 GAL. X 200% _ GALS.DESIGN CAPACITY USE 1500 GALLON SEPTIC TANK. (MIN. SIZE PEF,REGS) 42 X53SED LEACHING FIELD LEACHING FIELD DESIGN PERC. RATE = 40 MI'U/IN BOTTOM CAPACITY 42' (LENGTH) X 53' (WIDTH)= 2,226 SQ.FT 2,226 SQ.FT. X 0.25 GAL/SQ.FT.= 556 GAL. LEACHING/DAB' TOTALS TOTAL NUMBER OF LINES 9 TOTAL LEACHING AREA 2,226 SQ.FT TOTAL LEACHING CAPACITY 556 GAL./DAY IF APPROX. LOCATION OF CONCRETE FOUNDATION FOR FORMER GUNNERY POST. REMOVE AS NECESSARY (TYP) FOR 2 LOCATIONS) LEGEND EXISTING CONTOURS �110 PROPOSED CONTOURS .PROPOSED 5 REMOVE & G INE REPLACE (SEE NOTE #14) E&T GAS ELECTRIC/TELEPHONE C/TELEPHONE LINE ""PROPOSED a VENT W WATER LINE PROPOSED 00 GALLON SEFC TANK APPR MN A B 4" SOLID SCHEDULE-40 PVC PIPE 4" PERFORATED SCHEDULE 40 PVC PIPE LIMITS OF OVERDIG LIMITS OF WETLANDS o WELL LOCATION TEST PIT LOCATION 0 01 SEPTIC TANK D DISTRIBUTION BOX EROSION CONTROLL ZONING DISTRICT: SR-B ASSESSORS: MAP # 7 LOT # 16 17. OWNER OF RECORD: GERALD R. JORDAN ADDRESS: 192 MISHAUM POINT ROAD SO. DARTMOUTH, MA 02748 2 NOV. 4, 2004 CDA KWF ADD STAKED HAYBALE & REMOVE FISH PATH 1 OCT. 29, 2004 CDA KWF GRADING OVER LEACHING FIELD REV. DATE BY APP'D. DESCRIPTION BOARD OF HEALTH STAMPS BOARD OF HEALTH STAMPS P.E. STAMP SUBSURFACE SEWAGE DISPOSAL SYSTEM � � p *:A OWNER: GERALD R. JORDAN a WLuco+F ;, ; ASSESSORS- MAP & LOT#: MAP 7, LOT 16 4` `03 STREET LOCATION: MISHAUM POINT ROAD G.A.F. ENGINEERING, INC. PROFESSIONAL ENGINEERS & LAND SURVEYORS P.L.S.AMP 266 MAIN STREET, WAREHAM, MA 02571 TEL: (508)-295-6600 FAX: (508) 295-6634 E-MAIL: gafeng®verizon.net SCALE: 1"=40' DATE: OCT. 12, 2004 DRN By. piK BY:W.F.M. DWc No. SD--1 ,toe No. 03-5990 CONTACT PERSON: KEVIN W. FORGUE, G.A.F. ENGINEERING, INC. ADDRESS: 266 MAIN STREET, WAREHAM, MA 02571 TELEPHONE: 508- 295- 6600 " " FINISH GRADE OVER LEACHING FIELD 29.3 MAX 5 DIA. OUTLET(S) 4 SCHEDULE 40 PVC _ 9.3(M ._) .X GENERAL.. NOTES . BSMT. FLOOR PROVIDE PRECAST CONCRETE EXTENSION ON SLOPE '� 2% MIN. OVER SYSTEM FIN TO WITHIN REMOVABLE COVER RISER WITH CONCRETE COVER " " " STONE 3 2 LAYER OF 1 8 TO 1 2 DOUBLE WASHED S 0 E " " " ELEV.. 0.0 � / 2 OF 1 8 TO 1 2-DOUBLE WASHED STONE t. UNLESS OTHERWISE NOTED ALL SYSTEM COMPONENTS AND CONSTRUCTION 6 OF FINISH GRADE. FINISH GRADE OVER D-BOX 31.75 / " METHODS SHALL BE INSTALLED IN ACCORDANCE WITH TITLE 5 OF THE STATE 9 'PARALLEL LINES OF 4 PERFORATED PVC PIPE FINISH .GRADE ®FND. EL FINISH GRADE OVER TANK EL.=32.0t 3 ENVIRONMENTAL CODE AND ANY APPLICABLE LOCAL RULES. MIN. ACCESS COVER " 2. ANY CHANGES TO THIS PLAN MUST APPROVED 20 PROPOSED 4 VENT U BE A P OVED BY THE BOARD (TYPICAL FOR 3) 36"MAX. 9"MIN. f 12" MIN. OF HEALTH AND THE DESIGN ENGINEER. 2' 36" MAX. 3. 4" SCHEDULE 40 PVC PIPE WITH TIGHT JOINTS TO BE USED IN 4" C.I. OR SCHEDULE 40 PVC 14" DISPOSAL SYSTEM UNLESS OTHERWISE NOTED " PROVIDE WATERTIGHT " 6 4• 4 SCHEDULE 40 PERFORATED PVC PIPE TO BE USED INSIDE 3 DROP MIN. JOINTS (TYP.) LEACHING TRENCHES OR LEACHING FIELDS. 10" 4" PVC IN FROM " �• SLOPE PERFORATED AT 0.5� , SEPTIC TANK 4 PYC OUT TO 2.5 NP, 5, SLOPE ALL SOLID PIPING AT 1.0% MINIMUM. 4 28.75 127.75 LEACHING FACILITY 25,80 - s. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. 28.0 p 6" LAYER OF p d pp 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED 27.00 26.83 INV.= 26.00 O©p 3/4" TO 1-1/2" p p PRIOR TO BACKFILLING WHEN SYSTEM IS NEARLY COMPLETE AND �" � p DOUBLE WASHED STONE 8 <D 0.5' 6" LAYER OF S READY FOR INSPECTION. SYSTEM IS NOT TO BE BACKFILLED GAS BAFFLE WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH 10 MIN. 6 CRUSHED STONE O 3/4 TO 1-1/2 OVER MECHANICALLY p p DOUBLE WASHED STONE AND DESIGN ENGINEER. 6" CRUSHED STONE COMPACTED BASE 0 O 25.30 e. ELEVATIONS BASED ON N.G.V.D, OVER MECHANICALLY PA BASE 11 OUTLET -DISTRIBUTION BOX TO BE 53' 9• CONTRACTOR TO VERIFY ALL UTILITY LOCATIONS PRIOR TO COMPACTED INSTALLED ON A LEVEL STABLE BASE. 42' 4'MIN. CONSTRUCTION THROUGH DIG SAFE AND OTHER APPROPRIATE tb6 FIRST TWO FEET OF OUTLET PIPES TO AGENCIES. REPORT ANY DISCREPANCIES TO DESIGN ENGINEER. BE LAID LEVEL. GROUND WATER ELEV.= NONE 0 9.0 TANK 1500 GALLON CONCRETE SEPTIC 10. GROUT TO BE USED AT ALL POINT'S WHERE PIPE R AL CROSS SECTION VIEW E S ENTER 0 .LEAVE L LENGTH 10 -6 WIDTH 5 -8 DEPTH 5 -4 TYPICAL FIELD PROFILE TYPICAL FIELD SECTION CONCRETE STRUCTURES IN ORDER TO PROVIDE A WATER TIGHT SEAL. TANK SHALL BE INSTALLED ON A LEVEL STABLE BASE PROFILE DISTRIBUTION 11. ALL TANKS SHALL BE WATERTIGHT THROUGH MANUFACTURERS SPECIFICATIONS SEPTIC TANK . OR APPLICA71ON OF ASPHALT OR SYNTHETIC POLYMER SEALER. NOT TO SCALE NOT TO SCALE NOT TO SCALE 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS LOCATED UNDER PAVEMENT, DRIVES OR TRAVELED WAYS IN WHICH - i } l i CASE THEY SHALL WITHSTAND H 20 LOADING. SYSTEM OMF'aNENTS .SHALL BF> GA'ABLE 'TfTSTANI H, { { J t TEST PIT DATA Li 4/27/04 (TP#1) +y I J 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES, INSPECTOR. CHRIS MICHAUD DATE. 6f8.9,/D4 (TP#3) H { AS r� z` � l i � l � , � � � 14, WHERE. REQUIRED CONTRACTOR. TO REMOVE ALL LOAM SUBSOIL AND OTHER { 1 l WORK ON GUEST HOUSE VIN W. FORGUE CERT. wwNF*"wffw&vf NOTE � 1 r SOIL EVALUATOR. KE #.. � : -.IRWAY. SITE BENCHMARK M ti ' 1 ! � ,` UNSUITABLE MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES W t SUBJECT TO ORDER OF , HYDRANT SPINDLE t 1 OF LEACHING FACILITY WHEN LOCATED BELOW NATURAL GRADE. WHEN LEACHING � 7 8 04 � / TEST PIT �: 1 TEST PIT � 3 TEST PIT �: 72.24 00 W 67 „ CONDITIONS ISSUED j % OF LEACHING FACILITY. REPLACE ALL UNSUITABLE MATERIAL EL=36.20 (N.G.V.D.) � 1 E ` � � ,t - - q ; } SE15--1809. ELEV TOP 28.0 ELEV TOP = 28.0 ELEV TOP WITH CLEAN COURSE SAND F N 90.81 0 1 t I j ii I FREE FROM CLAY, FINES OR OTHER UNSUITABLE TABLE \ ? I I •`.� � �".,� ' _, � '., !, �`� 1 ; � � � � ` ELEV WATER = NONE0I3.0 ELEV WATER = NONE®9.0 ELEV WATER _ - MATERIAL IN ACCORDANCE WITH 310MR 15.255(3) MAP ! LOT 15 15. CONTRACTOR TO NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES 1 \ _• PERC RATE = 20 MIN N PERC RATE 40 MIN IN PERC RATE - MIN /MIN/IN / / FOUND IN SITE CONDITIONS FROM THOSE SHOWN PRIOR '�; �` �� � `t `{ 1 ` i � �, , ' ` ,-_� ; _ O � M• � �� \ � \� ;; OVERNIGHT SOAK " " " " TO CONTINUATION OF WORK w I { DEPTH OF PERC=108 -126 DEPTH OF PERC-180 198 DEPTH OF PEIIC= j , , ' 16. PROPOSED PROJECT IS LOCATED WITHIN. TEXTURAL CLASS TEXTURAL CLASS TEXTURAL CLAS { y O• x i�, l I FEMA FLOOD ZONE VE ELEVATION 19 AS SHOWN ON COMMUNITY PANEL No 250051 0024 D t �, ` t F `Q ` i � �► � �! ��� t I I ' � I ir'rr#�y W MAP 7 LOT 6 j t i � ,. tl ,� ''. � vk , rfi r i r'• � � � ' CC'i i �h,, � 'QLLJ ! t� 1 FILL t } a t AREA 6.51 SAC. LTH INSPEC ON 't CA►TED �, .; i r"•fin. p �: ! B LOAMY SAND o ''REQUIRED W EX 10YR 5 6 ° �v � 1 l 4, S � i �- '� � � � e B `i 70 N I ! s PROPOSED Cl LOCUS MAP Ce{n r►"R�ER �� atQ, ���,/ Sr s ' "co* Yard • ^ y, -' ' '"xr!p.OfdMSIi.B S t M•, y t C water ,- ,c ' r t e t { i. 1 • _ _. , f, � � Ohl � `t wit F Y lit 1 aces. Y 4\ NEW PIER (PERMIT z; LOAMY SAND I , , �,-, APPROVED) C ' 2.5Y 6/12 C Ali 44 FILL SANDY LOAM 1OYR21 LOAMY SAND 10YR 5/6 SANDY LOAM 2.5Y 6/12 LOAMY SAND FIRM 2.5Y 7/3 48" 52" 68" w'o w tr 132" 228" ZONING DISTRICT: SR-B ASSESSORS: MAP # 7 LOT # 16 17. OWNER OF RECORD: GERALD ` R. JORDAN ADDRESS: 192 MISHAUM POINT ROAD SO. DARTMOUTH, MA 02748 TOP OF 'BOAT HOUSE ,''� 4 COASTAL DESIGN DATA 2 NOV. 4, 2004 CDA KWF ADD STAKED HAYBALE do REMOVE FISH PATH �, BANK (TYP)1 OCT. 29, 2004 CDA KWF GRADING OVER LEACHING FIELD NUMBER OF BEDROOMS 5 REV. DATE BY APPb. DESCRIPTION PROPOSED NUMBER OF PERSONS 10 SILT BOARD OF HEALTH STAMPS FENCE & DESIGN FLOW: 110 GAL/DAY/BEDROOM ;, ff STAKED TOTAL DESIGN FLOW 550 GAL/DAY THIS SYSTEM 1S NOT f HAYBALE DESIGNED FOR GARBAGE CONSTRUCTION OF THIS ONTROL SEPTIC TANK GRINDER, WHIRLPOOL SEPTIC SYSTEM MUST BE C CONTROL 550 GAL. X 200% 1100 GALS.DESIGN CAPACITY OR OTHER HIGHWATER COMPLETEDINITHTHRE ` (3) YEARS OF THE DATE PROPOSED USE 1500 GALLON SEPTIC TANK. (MIN. SIZE PER FEGS) USE DEVICES, 42X53' OF APPROVAL.. Y , LEACHING { FIELD LEACHING FIELD DESIGN PERC. RATE 40 MIN/N ,?: BOTTOM CAPACITY f % 42' (LENGTH) X 53' (WIDTH)= 2,226 SQ.FT. BOA 2,226 SQ.FT. X 0.25 GAL/SQ.FT.= 556 GAL. LEACHING/DAY PURFICATION OR ,,�, ENGINEERS AS -BUILT FILTRATION DEVICES MAY f I'll, PLAN & CERTIFICATION TOTALS NQT BE DISCHARGED TTOf� ,fit, � r STATEMENT REQUIRED"HS SEPTIC SYSTEM 310 '3F TOTAL NUMBER OF LINES 9 TOTAL LEACHING AREA 2,226 SQ.FT. CMR5.004 (9) FHE APPROVAL BY THIS OFFICI �T ,f DOES NOT GUARANTEE THE TOTAL LEACHING CAPACITY 556 GAL./DAY �O EFFECTIVENESS OF ANY INST LLAIION m° nat . DART MOUTH BOARD OF HEAL APPROX. LOCATION OF w CONCRETE FOUNDATION FOR X �® FORMER GUNNERY POST. REMOVE ASNECESSARY (TYP) .E. STAMP SUBSURFACE SEWAGE DISPOSAL SYSTEM FOR 2 LOCATIONS) LEGEND � �►• OWNER: GERALD R. JORDAN 00 . a . _ r t'J t. ASS S z ES ORS MAP &- LOT : MAP 7 EXISTING .CONTOURS , - ,, # LO rr . j. .... m. , �� PROPCONTOURS �! OSED ' ,. t, �r' PROP ED 5 R M dt OS E OVE� . r. 3 G GAS LINE � STREET LOCATION. MISHAUM POINT ROAD l! REPLACE SEE NOTE #14 ELECTRIC TELEPHONE LINE�, , • , , r' WATER LINE t PROPOSED 4 VENT •t , 5.+ ..... .. ,... '. "`,a. .. \ .. I .. !. •.... I.- .fir _-., G,A.F. ENGINEERING,N C 4 SOLID SCHEDULE-40 P .. .� �! n� . �''.'�!rc .., `.. , _,, .,,•. _ , ., .v .. 0 VC PIPE . -,: __ > ``. `' ,,�:.''_ - .`"= ,' ter• „,, PROFESSIONAL ,...... *.v:,..., .... !.SCHEDULE L ENGINEERS & LANDS BEY S 4 P� im'� � PERFORATED 4.r 0 PVC r t WAS:=_�. . a� �� v.. S_ _ _ .� .� r � P.L.S. STAMP 26fi MAIN'STREET WAREHAM MA 025� ._... P ,�.,�-:,...� ...�..rf„ ...� .,�,,. _ LIMITS OF OVERDIG V °. _ E, �... v � . > . _�... �.. � �. �, , � ,� � LIMITS OF WETLANDS , �.., TEL. 508 295 6600 FAX. 508 95 6634 _ ... pro. x. „.�� _ . E-MAIL: alien �Dverizon.net ��.,» env . ._ �. WELL LOCATION N y � 9 9 7 _ m . �.._ . .N. PROPOSED 150' .. c.. �:,, � , _ 1 , n .1 T o = �' - �' .. .. �� _ _ _ DATE. OCT. 12 2ao4 _. __ , �, SCALE. 1 40 � TEST: PIT A N �, .,. .. GALLON SEPTI TANK t 1. a.,.w..-. -r, }•+ : . .,..+-., '+� � � N f?O - s33 _ U SEPTIC TANK .. .. }{ � DRN Bh CHK BY• 01MG Na - E"No-03-599M � ,� � c.D.a. W.F.M. s0 10 AY 'p 0 DISTRIBUTION`°1.7d� t F.y� . BOX `a F..,. .� 3 �..,r ,.<C, A: S�TE PLAN , �,~ ;� ,� CONTACT PERSON. KEVIN W. FORGUE G.A.F. ENGINEERING, INC. .w�-� ADDRESS. 266.-MAIN_STREET-WAREHAM EROSION CONTROLL ��� ,,�� , MA 02571 . _,,4 TELEPHONE: 08- -- PLAN_SCALE. 1 0 5 295 fifiOO