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HomeMy WebLinkAbout0090 SECOND AVENUE (HYANNIS) - Health r 90 Second Avenue " Hyannis A 267 —004 - 101 0 8 r L 8 TOWN OF BARNSTABLE op LOCATION 9 0 .S'12re.,JJ All a- SEWAGE # `Z o o 6' coT VILLAGE� ® D�►' ASSESSOR'S MAP & LOT G loio; INSTALLER'S NAME&PHONE NO. _�R"4:4) SEPTIC TANK CAPACITY /Jr sT- LEACHING FACILrrY: (type) ZZAAcy Z',,Q����flcr (size) .3f XIS A 2- NO. OF BEDROOMS 3 s BUILDER OR OWNER -- C LtX PERMIT DATE: /Z — Z COMPLIANCE DATE: i Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility (If any wetlands exist within 300 feet of leaching facility) Feet Furnished by PJ ('. LLaa�r" - -� U m ate- -------------� V � V9 N ly W h► N N W ro c\ w o r } j No. ;�6 —3 L Fee ' THE COMMONWEALTH OF MASSACHUSETTS Entered in computer.. Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS ZIpplication for Wgpogal *pgtem Congtruction Permit Application for a Permit to Construct(X)Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. q D SSE(6N r) AVyj 0wneer''sName,Add�res�ss and Tel..No. Assessor'sMap/Parcel H`1AN b7 J`' `/V1SPa _ Di""�'� c /'9C IL W 6Zd Ra Ai /M 02771 Ins$�11er' Name,Ad ss,and Tel.No. _3�� y Designer's Name,Address and Tel.No. 5 DJ-3�S_*N-L/ jlot�rt BASS Q.Iv�r�,ENG�N6b't,1/V(s !o 10 .30 ! T / SaX JJ 0 I'AS-1 T)Ft JVS S 6A 0"4 l Type of Building: C �� pod ° ` 3 6- 9— F6 OF Dwelling No.of Bedrooms Lot Size X 006 sq.ft. Garbage Grinder(p) Other Type of Building_5F -47f i No.of Persons Showers Cafeteria(0) Other Fixtures U1P15 Design Flow gallons per day. Calculated daily flow gallons. Plan.Date Number of sheets OiJ tb Revision Date Title 517E PLAN Size of Septic Tank 1'_5 66 Type of S.A.S. 2 N ':6 1 A 3 x Z. 4 � Description of Soil 6-1 = aL-1 1—3 6 E 3Y2-1 W M E-h 5A)V U Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions ATitle 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has be ssu d of H t . Sig ed Date 23 Application Approved by Date f e?— 7-0 —06 Application Disapproved for the following reasons Permit No. Date Issued No. Q�: � , 2 Fee� r/ e; -;THJEt_COMMONWEALTH OF MASSACHUSETTS Entered in computer: Q- - 'Yes PUBLIC HEALTH DIVISION - TOWN Of BARNSTABLE., MASSACHUSETTS a 01ppYication for Mtgo ail *pgtem Construction permit Application for a Permit to Construct(x )Repair( )Upgrade( )Abandon( ) ❑Complete System EJ Individual Components Location Address or Lot No. ,Address and Tel.No.Owner's Name 10 SE can,� Avg Assessor's Map/Parcel N A n/ti S���'1 J�o�� 1✓�,I non ` U �� ,, (03 Inst ler' Name,Ad ss,and Tel.No. .j�8-�`17 ( Designer's Name,Address and Tel.No. 5 0`$.3'�5- BASS f?1 V Frk,e NG I N F,`L It-& b c 30, 4Ni T !� 1 goX 1163 IFAS7 QFt A,'1 S 1")A OLbN I Type of Building: 81,w C (o(� G ce[0G 5"b'--3 Gp 9- F6 O 6> Dwelling No.of Bedrooms Lot Size -9000 sq.ft. Garbage Grinder(O) Other Type of Building cN i No.of Persons Showers(3 ) Cafeteria(6) Other Fixtures \n1�+ Design Flow 3 gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Oi.1 t= Revision Date Title S Itt. P /V r Size of Septic Tank _ LLD Type of S.A.S. 2 ►Lf^x E f n x Z'rJE�f�, Description of Soil `� - 6 - M - A N Nature of Repairs or Alterations(Answer when applicable) f � , r s ' Date last inspected: < ► Agreement: t` The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system'-- in accordance with the provisions oif Title 5 of the Environmental Code and not to place the system in operation untilta Certifi- cate,-of Compliance has be issued by oard of Heal th. 3 t. Sig ed 1 ti,i. \l Date Application Approved by ' 1'"' Date zo-~D, j Application Disapproved for the following reasons .� Permit No. Date Issued —————---------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS (Certificate of (Compliance THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed(V,),Repaired( )Upgraded( ) Abandoned( )by -1�0�� at Qo <; CGr CY- J 1 has been constructed)in acco dance with the provisio s of Title 5 and the for Disposal System Construction Permit No._-)co (n t 3? ted 'R /'�3 f 0 . Installer �t--'k'V.,aX-� Designer __,_L--1. The issuance of this permit shall pot be dp nstrued as a guarantee that the system will fu t o �a designed. Date C2 Inspector �----_/—..---.�—_—,1—.—=.1----- -----t Fee No. THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE,, MASSACHUSETTS Migogaf Pp�tem Construction Permit Permission is hereby gr led to Co truct ��)Roe ( Upgrade( )Abandon( ) System located at 0 (P `� 1^0- and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. - Provided: Construction must be completed within three years of the date/of this Date:_. t;>3 / Approved b3- I Town of Barnstable 4 °FI"e r � Regulatory Services Thomas F. Geiler,Director * BARNSTABLE, 9�A MASS. Public Health Division TFn �s Thomas McKean;Director 200 Main Street,Hyannis,MA 02601 Office:.508-862-4644 Fax: 508-790-6304 Installer & Designer Certification Form Date: Z © . Sewage Permit# '2_o6 c; — 3 �8 Assessor's Map\Parcel '2 Designer: A�K- ,, ,� ,; ' ,, j-r�. �'_Installer: aJ iR � r- ./ _ nir6�` -L�a6i'c}r - ��`.J Address: . p �, , ox //E3 Address: E�s� 6 oT a z64ll Jos sr 1�.4 �1 _/ ©zc­73 On,-. %Z f�,C:)� ;, was issued a permit to install a f..'.`Al",' -. (date) ,.-_ ` ' . . ,w :`._,(installer' ., __..__. .... . .A F ta. �. ;,: septic system att fRs =a based on a desi n drawn b k..y.. _ ,, a Fix ;,r ck4xDr� dated b'-- i�. �, �• (designer) -V J certify that the septic system referenced above was installed substantially. according.to. .the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. Stripout.(if required) was inspected and the soils. were found satisfactory. I certify that the septic system referenced above was installed with major changes (i:e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system) but-in accordance with State & Local Regulations. Plan revision or certified as-built by designer to follow. Stripout (if required)was inspected and the soils were found satisfactory. '. oa THONIAS J. (Installer's Signature) _ Md ELLAN r CIVIL No.3647 ORAL (Affix Designer's Stamp Here)� `+ PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION CERTIFICATE OF COMPLIANCE,_WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q:\Septic\Designer Certification Form Rev 03-09-06.doc R x 0 m "7 h �N X X C9 OO x c0 A 7aQn 6m Zam' n57a `N70 N c$zm m� Z _� 7-71 713 �� HH D 01 N N 71 It - o�r � m� x n 70 Z Z ON m71 713 I N I O�x mf�T .. O Z (J z NM mm + ® ® ® ® ® ® ® ® > m �T O ® ® ® ® 713 O Z 76 7 1 C0 O Z N 1 N O ® ® ® ® - - - - - - - - - - - - - - - - - - - - - 7Q trl r�rt Q _ y Ox NOx�x6�x�0�' xx o U D(3t ,pTaxC)ti'�'c� �D o 00�07��7op°'ozOz {ce Cl n �Z�6 rl, f ZSL 41 m c� N y o �� �A Z o m ° 713 < m coo O fTt > --1 O 713 a Z m 10� _ 71 CA 7Xa 7a(p 72 Z o X m 'N N N N 7U c mom p� A N P(ZP n M 71 km 1 N N M N S N m O 17) (�T�7 m m 7 7U �N 6 O Dil 713 g OTN �� T N O Ti mZ rn r"71 � 70 7a \ Z N rn \ D� n _� 7%m C) 70 x QD W x 6m Ox SSm�C Rt n CD N N N 2 IN 70 U1 0 Z f�l _ m N .. n 7a N J N (1� 713 - N w d fpN Ox ' CA m 77ao N 71 N�i 71 m Z c1 � 3m r @fNG2 r DN N� O X { X p �a a p V-p _` �71 OC� �r�0� 07a ON N � m � O OZ 1 9 p >N � N �N Op NN �z (J)' �N. pX � a �x �PG� X �v N Q 61� ZN O �j (� (rn79 �- th(y • ...8 0l �N 1 n II m Mmo v •M� a N ^ �i° zz x CZ) Q i xZ I .. N v fz� ul rn � OD7aD OWN �' m Qn CDN ys� N N vN J` �N au) :E p rnrn � v N x -i fn N _l - O O - •.c„� 7a U� Or1 t_/L T� NQ 70�0�7 Nj) . z 1 Zx �D ', ��X 7N 7° SO Q�X _ �1N ^7° p 7p N-4 .. �x a -6 z N � � o o� �n ' . O 75 T� Z PLAN SH5 OFT. 1 B 2 X 4 MODIFIED JOB#1290 t _ AJ5 10 12" BILGO"C" ' f 4 2 X 6 RAFTER5 &"X 7'"6"CONC.FOUND. @ 16"O.C. WALL5 ON 16"X 9"CONIC. SPREAD FTG5.W/KEY 8"WAIL W/5 1/2" v 6"FACIA& LEDGE DOWN 1 1/2" FIANCHER - FOR P.T.2 X 6 SILL D` &"X 3'-9"CONC.FOUND. 24" WALLS ON 16"X 9"CONC.SPREAD FTG5.W/KEY �o (2)#5 RE-ROD @ p 12"MIN.W/ N TOP&BOTTOM N NON VENTED EXTERIOR SURFACE D o (2)#5 RE-POO CW .o TOP&BOTTOM ''Dto } w ' p D INSTALL 1 1/4" D.. . o. D SHIM UNDER WALL DETAIL BULKHEAD FOUND. WALL DETAIL D-1 SCALE: 1/2"= 1'-0" D 2 SCALE 1/z"= i'-0" D-3 SCALE 1/2"= 1'o" HEATILATOR DETAIL 12" 2 X 12 RIDGE SCALE: 1/2"=1-0" 5 1/$'F EXTEND THE RAFTERS 2 X 10 RAFTERS 1 X 6 COLLAR TO MEET THE DORMER - @ 16"O.G.(TYP.) ATTIC TIES @ 48"O.C. 12 (6PP#JAPER 12 r i TYPAR HOU5EWRAP 2 X 8 CLG.JSTS. R-38 IN5UL. R-30 1/2"CDX' , R-13 IN5UL. @ 16"O.C.(TYP.) IN FLAT CLG. [ILIIN5UL FLU.(T rF.) (TYP.) 1/2"CDX 2 X 10 RAFTERS PLYWD.(TYP) BEDROOM 1. @ 16"O.C.(TYP.) n 2 X 4 X 7'-4" R 13 INSTALL H2.5 CLIP5 } WALL 5TUD5 3/4"T&G FLYWD. IN5UL ATTIC &BAFFLE BLOCKS @ 16"O.C. GLUE&NAL(TYP) 0 EA RAFTER(TYF) W 12 X 22#A36 < AJ5-10 RR 15T5. R-30 BG RIM #3 STL.BM.ABOVE @ 16"O.C.(TYP.) #2' IN5UL J5T5. (4"X 12 1/4") 1/2" CDX W 10 X 26#A36 5TL PLYWD.(TYP) BM.BELOW J5T5. 1/2"CPX D.( 2 X 4 X 106 1/4" � �� GARAGE P"r"D'('�) ' WALLSTUDS @ 16"O.G.(TYY.) i i • j 2 X 4 X 106 1/4" 4"CONC.RK OVER WAIL STUDS @ COMPACTED SOILS 16"O.C.(TYP.) W/2"PITCH TO DR. 8"X 3'-9"CONC. _ 8"X 3'-9"CONC. ROOF OVERVIEW ' FOUND.(TYP.) UNEXCAVATED FOUND.(TYP.) NOT TO 5CALE 16"X 9"CONC.FTG5. . 16"X 9"CONC.FT05. W/KEYWAY(TYPJ W/KEYWAY(T)P.) 90 5coorld Aver ue., Hyannioport CR055 SECTION Scale: 1l4"-' o° REEF REALTY LTD. Drawn k, Date: 7/13/06 George Ku55a5 IZEVI5ED:7/14/06 CRO55 SECTIONS AG of 6 a 26 2'6 24 4'4 5'1 1 1'1 ON. 5' 4'1 a cl I N N J IF I L_ _ I I I L 13' 13' I y �� m CIF m I I AJ5 10 FLR.JSTS. O y= I I O 016�.PB G�lGz1N 71 x 4 o Y gg" I ` �a I I 41 . m I al z I I Qq ern. oow I P'J510 O.C.mas I I �zp Z I IGl—n 7 p� t o v w7-1 41 2' T10 Cn 6l ' A I N I � w D o a rn IN < ND m I �.� nN� = I IN o m m O �17orU) N_ C�1 71 71 I I a Da m �N ZE xo I ,� C�7q IgZ I I ®�z w ii 0 I Z o am - ---------- ° = - ----- 2' 24' D 26' 1. Cb "•T @. O D iFLAN 5H5 OFT- MODIFIED JOB#1296 WDW TYPE SIZE ROUGH OPENING DR. TYPE SIZE ROUGH OPENING 1 DOUBLE HUNG 244-0 2'-6 1/8"X 4'-9 1/4" A FAN LITE W. 3'-0".X 6-8" 3'-2 172"X 6'-10 1/2" ' 2 DOUBLE HUNG 2446-2 pkt. 5'-1 3/4"X 4'-9 1/4.. B SLIDING DR. FWG6068 6'-O"X 6'-8" 3 DOUBLE HUNG 2432 2'-6 1/8"X 3'-5 1/4" C INT.SWING 2'-6",X 6-8" 2'-8 1/2"X 6'-10 1/2" " 4 CASEMENT CN235 3'-5 1/4"X 3'-5 3/6". D INT.SWING 2-4' X 6 8" 2'-6 1/2";X 6-10 1/2" 5 DOUBLE HUNG 2846-2 pkt. 5'-9 3/4"X 4'-9 1/4" E POCKET DOOR 2-6' X 6 6' 5'-1 1/4'X 6-10 1/2" 6 VELUX SKYLIGHT F5-606 44 3/4 X 46 7/8"; F 1NT.BI FOLD 5'0"X 6 8" ._5'-2 1/2 X 6` 1 1 1/2" ; 7 DOUBLE HUNG 2446-3 7'-5 1/2"X 4'-9 1/4 G INT.BI-PASS -.'6'-O"X 6-8" 6-2 1/2"X 6-1 1 H INT.BI-FOLD 6'-O"X 6-8" 6-2 1/2"X 6-1 1 1/2 R.O.'S FOR ANDERSEN WINDOWS,VERIFY ALL MEAS. J ATTIC ACCESS_ 2',4"X 3'-0" 2'-6 1J2"X 3'-21. 1/2"" : K PULLDOWN -EXCEL 8'-9" °25 1/2"X 54" v - - ' L STL.FIRE DR. 2'-6'X 6'-8" 2'-10:1/2"X 6'-10'1/2" Y. - M 9 LITE STL.DR. 3'-0"X 6-8" 3'-2 1/2"X 6-10 1/2" t. 58 Q 7' 164 15'8 14' 5' 15'6 2 9'8 N 3'4 32 24' LINEN 1.I'9 O BATH -�- 0 ©. 15'9x710 A a EDROOM BEDROOM 2. aoeET B23'9 x 17'71 15'1 x 12'7 z•I. 'l0 .HALL HALL KO 4- .1 O C 1I9 T i 1 x 3'9 L — (D ON. 5s 2-1 N 5B 5'10 a BUILD:TOP IN CLG.CLIP a' OPEN T08ELOW STEP IN FLR HIS_' - HER E(T ) 0.0SET � CLOSET • L 'u� 5'Sx5'6 5'5x5'6 ---------- -- ---- -- .wx....:- _ _ — ----.------- _ - w - r . RAILING& ',I O = m —'I� —��_ N CLG,CLIP BALU5TERS 3'6 5'8 5'10 LINE(TrF.) -__ ATTIC STORAGE w ATTIC STORAGE _. .. HEAT DUGS r 5D SMOKE DETECTOR T6 1 1 6 "^ 15' SMOKE DETECTOR _ 2 PHOTO ELECTPIG { _2 90 Second Avenue, Hyannio ort SECOND FLOOR FLAN Scale: 1/4"=1'0" Drawn by: 946 S.F.LIV."AREA Date: 7/13/06 REEF REALTY LTD. George Ru55ae r KEVI5ED:7/14/06 SECOND FLOOR FLAN "A4 of 6 q` f 36' - o � 4'10 4'4 1013 6'7 10' N KD 70= 13 - I Z^ N Cif x V) O 6 m ``II 8# D N - I I N 7Q ��I W V m L---J �7 � I p6� p, D I aX Z n N I m I U3��M ) I z� O C r D (S Z a3 x I p N p O� c, 36 P,3�-lrb N� p Z y m - �-• -2' 7'5_ mI I �2'4 72 ro � � N I-�� 7O� O — N T 1— 1,, _ W V 73 r 0� O O m 7° _ z 5TFP5 O ° N N DOWN O O — 9' 2' 316 9'6 x } I rn I r � m.x I `. n41. #' X 7yCS N � rn �m� w mp CN p N -i p m p oo 7a 7q O - 14'6 9'6 Cb O ? 2' 15 J 12' J 6 m a O O m 20' O 7`3 7Q Y tI D z N NASSESSORS MAP: 267 PARCEL: 4 SEPTIC SYSTEM DESIGN SEPTIC SYSTEM SECTION 2" PEASTONE NCPAIGVIL""'BEACH D PLAN BOOK: 34, PAGE: 23 CURRENT ZONING: RB FLOW ESTIMATE: COVERS WITHIN 12" OF 3/4" - 1 1/2" 00 (__ MINIMUM BUILDING SETBACKS: 3 BEDROOMS AT 110 GAL/DAY = 330 GAL/DAY 101.5 FINISED GRADE WASHED STONE MIL FRONT: 20' SIDE: 10' REAR: 10' (ONE INSPECTION COVER TOP OF FOUNDATION TO BE WITHIN 6" OF GRADE) 3' MAX. BUILDING COVERAGE: SEPTIC TANK: COVER 1460 SF/8000 SF = 18,25% 330 GAL f DAY x 2 DAYS = 660 GAL (1' MIN) ELEV.= 96.5 CFLOOD ZONE: C USE 1500 GALLON SEPTIC TANK 98.5 ELEV. LLEACHING AREA: 96.55 ELEV. 96.18 _96.01 96.0 2 93.85 1500 GAL ELEV. ELEV. ELEV. USE 2 LEACH TRENCHES (31' x 3' WIDE x 2' DEEP) ELEV. SEPTIC TANKD-BOX ELEV. 31OCUS (6" OF STONE UNDER) SIDE AREA: (31' + 3')x 2 x 2 = 136 SF (0.74) = 101 GAL/DAY (6" OF STONE UNDER OR 2 LEACH TRENCHES MECHANICALLY COMPACTED) 31' x 3' x 2' DEEP LOCATION MAP BOTTOM AREA: 31' x 3 - 93 SF (0.74) = 69 GAL/DAY (PIPE PITCH = 1/16 PER FT.) LOT 101 & 103 (8000 SF) GAS BAFFLE (6' MIN BETWEEN TRENCHES) CAPACITY = 170 GAL/DAY TEE SIZES: AT OUTLET TEE x 2 TRENCHES = 340 GAL/DAY INLET: 6" UP, 13" DOWN OUTLET: 6" UP, 14" DOWN 20' TH-i 100.0 TH-2 100.0 DECK 10' ELEV. ELEV. TEST HOLE LOGS O/A HORIZON O/A HORIZON 58' LOAMY SAND LOAMY SAND g„ 10YR 3/1 99.3 6" 10YR 3/1 99.5 ENGINEER: THOMAS McLELLAN, P.E.PROPOSED B HORIZON B HORIZON 3 BEDROOM 24, lO 5 IOYR WITNESS: DON DESMARIAS,R.S. LOAMY SAND Y SAND 26' DWELLING DATE: 2-10-06 36" 97.0 32" 97.3 C HORIZON C HORIZON PERCOLATION RATE: < 2 MIN/IN MEDIUM SAND MEDIUM SAND 211 GARAGE 2.5Y 7/6 2.5Y 7/6 34, 24' 120" 90.0 138" 1 88.5 PROPOSED DWELLING NO GROUND WATER ENCOUNTERED NOTES 1. VERTICAL DATUM: ASSUMED 2. MUNICAPAL WATER IS AVAILABLE. 3. SCHEDULE 40-4" PVC PIPE TO BE USED THROUGHOUT SEPTIC SYSTEM. PINE WAY TAY 4. ALL PRECAST UNITS SUBJECT TO TRAFFIC LOADS TO CONFORM WITH AASHTO H-20 LOADING SPECIFICATIONS. 100.5 5. PIPE PITCH = 1/4" PER FOOT(UNLESS NOTED OTHERWISE). EDGE OF fRpVEL wXY - 6. FIRST 2' OF PIPE OUT OF D-BOX TO BE SET LEVEL. 100.4 ��� ---- 7. THE SEPTIC SYSTEM HAS NOT BEEN DESIGNED TO ACCOMODATE THE USE OF A GARBAGE DISPOSAL. 8. ALL CONSTRUCTION DETAILS ARE TO BE IN CONFORMANCE WITH THE STATE OF MASS. ENVIRONMENTAL 100.00, I CODE(TITLE FIVE)AND LOCAL HEALTH REGULATIONS. N87°19115"E 9. CONTRACTOR TO VERIFY LOCATIONS OF ALL UTILITIES PRIOR TO CONSTRUCTION. �y MIN DRIVEo 10. GROUND COVED OVER ALL SEPTIC SYSTEM COMPONENTS NOT TO EXCEED 3'. ;a W 0 11. D-BOX TO BE WATER TESTED TO ENSURE LEVELNESS AND EQUAL FLOW. o io TH 2 TH 1 a 12. EXISTING ;-'ESS POOL IS TO BE PUMPED AND FILLED WITH SAND OR REMOVED, t!rj cn M GARAGE 100 i0A PROPOSED ' ' ' 3 BEDROOM 10.0 DWELLING 100 25.0, / top fnd.= 101.5 ~ f � 10.7' // = 2nd ENCHMARK AT WOOD STAKE ELEVATION = 100.05 BENCHMARK AT ELEVATION = 100.0 10, MIN DECK - ( ;..... 20' OHD , i....', ST MIN L J tz i CP. . . . + . . NIA O 10, `--' 99A ny MIN b d y 100.00, S87019'15"W 99.4 SITE PLAN EXISTING DWELLING TO BE - REMOVED AND REPLACED LOCATION: ag o �; 90 SECOND AVENUE, HYAWSPORT, MA 1�k OFEXISTING CONTOUR: - - 1fitEL1 AN KEY: THOMAS1 r ; PREPARED FOR: PROPOSED CONTOUR: .................. CIVIL -ti .r�" �' ` ''�:`_ REEF REALTY EXISTING SPOT ELEVATION: 25.5 V `` do.36471 a No. }.'S50 SCALE: 1 20 DATE: 8-1-06 PROPOSED SPOT ELEVATION: 25.5 -'���'/ TEP� � �°`�,�� \av � " _ : � TEST HOLE: '�'u ���• " UTILITY POLE: -�}- , b S_uw FENCE LINE: - - „+fin BASS RIVER ENGINEERING HYDRANT: 1 I RETAINING WALL: 7 IrHO-MAS McL LAN, P.E. MICHAEL ADUE, P.L.S. P.O.BOX 1163, EAST DENNIS, MA 02641 JOB#M6-02 508-385-3426