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HomeMy WebLinkAbout0174 WALNUT STREET (M.MILLS) - Health l 74,,Walnut Street { Marstons Mills A _ 150„-017— 001 o No. Do.�—d `0 THE COMMONWEALTH OF MASSACHUSETTS FEE �tS� BOA OF HEALTH �C-�, OF D .. ._ n Z U L r APPLICATION FOR DISPOSAL SYSTEM CONSTRUCTIO& PERMIT Application for a Permit to Construct ( ) Repair ( ) Upgrade V ) Abandon ( ) - Complete System ❑Individual Components nq Location Owner's Name I Map/Parcel# Address Lot# n�^c �� )�Telphone Installer's Name Designer's Nar6e Address ddress Telephone# Telephone# Type of Building: Lot Size 10 aL� Sqt Dwelling—No.of Bedrooms 3 Garbage Grinder ( ) Other—Type of Building No.of persons (1-01 Showers ( ), Cafeteria ( ) Other fixtures Design Flow(min.required) 5� gpd Calculated design flow 330 gpd Design flow provided�gpd Plan:rDate 1 Number of she is � \Revision Date Title ,_,i ' 1� (3 iclX�"NG o 5 _ ,X. Description f So 1(s )" ". Soil Evaluator Form No. Name of Soil Evaluator lu DoA-c4,66CDate of Evaluation DESCRIPTION OF REPAIRS OR ALTERATIONS 33 b X ,� �X J� C3)�I/U i c 41-�4a_J The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and furth g not to place the system in operation until a Certificate of Compliance has been issued by the Board of Health. Signe Date v � Insp c >lo �u S a FORM t - APPLICATION FOR DSCP DEP APPROVED FORM 5/96 -• NO. Du - (� THE COMMONWEALTH OF MASSACHUSETTS FEE r A D O F E ALT H' OF APPLICATION FOR DISPOSALS ,.STEM CONSTRUCTION PERMIT Application for a Permit to Construct ( ) Repair (° ) Upgrade N ) Abandon ( ) - Vomplete System ❑Individual Components Location Owner's Name nr�� tv Map/Parcel# _ Address t 1 ! Lot# »� Tel hone# C. f I Installer's Name / Designer's Na e— i Address r I ?,Id ens Ll Telephone# Telephone# f I Type of Building: / Lot Size OOajvp Ste" hDwelling—No.of Bedrooms- 3 Garbage Grinder Other—Type of Building,. No.of persons LO Showers ( ), Cafeteria F Other fixtures ` Design Flow(min.required) 5 gpd Calculated design flow gpd Design flow provided gpd Plan:rDate - Number of sheets 1 Revision Date ` Title . Zt A)I 't Description f So�l(s � ( , iS tl-Z " SAAL j,Z-g Soil Evaluator Form No Name of Soil Evaluator i a 6,14=17aAt..ph"Date of Evaluation DESCRIPTION OF REPAIRS OR ALTERATIONS 3 k X 1 � i1 � AD, c 4,,,,ram/ , The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and furth green not to place the system in operation until a Certificate of Compliance has been issued by the Board of Health. 1 Signe. G Date . J Insp�to !U" �r ��^ S a { i FORM t - APPLICATION FOR DSCP DEP APPROVED FORM 5/96 4 , r ',I ----r---------- —----- ————— — -.,��..— -,�.�.,�,,...�.�_....�, i NO. d THE COMMONWEALTH OF MASSACHUSETTS FEE Ra✓nr !�P BOARD"OF HEALTH CERTIFICATE OF COMPLIANCE Description of Work: ❑ Individual Component(s) 0complete System The undersigned hereby certify that the Sewage Disposal System;Constructed( ,Repaired( ),Upgraded( ),Abandoned( ) by: J C. pr A- !4 �Q S r�('CT/<nV at 14 44 It /l,fll has been installed in accordance with the provisions of 310JI) R 15.00 (Title 5) and the approved design plans/as-built ' plans relating to application No. 0 uS'� dated -? i Approved Design Flow 2 30_(gpd) }. Installer iL Designer: ,nt tom/ Inspecto Date i f The issuance of this certificate shall not be construed as a guarantee that the system will function as designed. f FORM 3 -CERTIFICATE OF COMPLIANCE DEP APPROVED FORM 5/96 ! No. THE COMMONWEALTH OF MASSACHUSETTS FEE S�� - f goIrn BOARD OF HEALTH I DISPOSAL SYSTEM CONSTRUCTION PERMIT Permission is hereby granted to Construct ( pair ( ) Upgrade ( ) Abandon ( ) an individual sewage disposal system at A L U / as described jin the application for Disposal System Construction Permit No. _2 U6 j� ;Zr dated ��U , Provided: Construction hall be completed within three years of the date of this e it.All loc conditions must be met. f Date Board of Health � �Al f i 1 FORM 2 - DSCP DEP APPROVED FORM 5/96 i' FORM 1255 (REV 5/96) H&W HOBBS&WARREN TM PUBLISHERS- BOSTON i r , t f �FTHE Tpf, Town of Barnstable Regulatory Services » snxtvsrnHtE, 9 � g ' Thomas F. Geiler,Director Tfc 59- Public Health Division Thomas McKean, Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Designer Certification Form Date: «»O S Designer: c �CI . Address: wU o. Q*o,±b' U 301 c OZQ On C, f was issued a permit to install a (date) (installer) septic system at M :W dI X"k %_Auk based on a design I drew, (address) dated V I certifythat the septic stem referenced above p y bo e was installed substantially according to the design. I certify that the septic system referenced above was installed with changes but in accordance with State & Local Regulations: Revision or certified as-built by designer to follow. n .��. OF ~'7 . ! NAES 9} 29894 R (Designer's Signature) tamp 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:Health/Septic/Designer Certification Form TOWN OF BARNSTABLE LOCATION f 7y W61,21f St SEWAGE # 200r-,22k VILLAGE X,1111 f'-2 S .4,11 ASSESSOR'S MAP & LOT r�� INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY: (type) .3—SODS (size) 33e_XI•?k3'ya NO.OF BEDROOMS .3 BUILDER OR�OWNE PERMIT DATE: `�05� COMPLIANCE DATE: 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 31 86 �o ' ga ' 3y;. .y� , a 3 �✓u In 1-7 ft. J Town of Barnstable. r# _-._.. Department of Regulatory Services Public Health D><v><sionkK 200 Main Street,Hyannis MA 02601" �' - .. 2005 MAR I • 4�t 4 A� i•' Date Scheduled aJ_0�_L: Time e7 �" 1Fee.Pd, .... a ....:.:. .., Sail Suitability-Assessmentfor Sewage s�,�tal e .� �•�. Witnessed B Performed By. M-I,OCA ION �GENERAL , INFORMATION Location Address / _ `Owners Name y r T E AlI S5 S 'EPHEtV J.DO AssessorsMap/Parcel. 101) ,017, ,go � � Engineer's ame 92 CANTERBURY LANF O L Y .MT:FALMM H MASSACHUSIeTTS 02 ,. TE NEW CONSTRUCTION. REPAIR Telephone ptinapes(g'o) Surface Stones J h�'` Distances from: Open Water Body 1 `J _ft Possible Wet Area t 0 D ft Drinking Water Well > ft . Drainage Way U R Property lane s _ft Other SKETCH:(Street name,dimensions of lot,exact locations of tesit holes&perc tests,locate wetlands m proximity to holes) '-- 4�8 - J., . ��'•j.:a 1:.� ;-:, - ... �.a s�far., ,s�-s ax�'; .;,�„,; -.. ; _ i R Parent material(geologic) n —— Depth to Betlroek _ f --.-- Depth to Groundwater Standing Water in Hole; l LZ -Dfc0t1 __- Estimated Seasonal Wgh Groundwater { DE�,TRMINATION FOR SEAS4NAE HT H WATER TABLE Method Used: s � ,` In Depth to sail mnttluss L d^ - 'ln: Depth Observed standing m obs.hole. P a P P g g .•,- in umundwaterArl)ua Went ,�,,.a��t� Depth to wee in from srde.of abs.hole. Ci-� � Ad.rif�CtaP. � A ��uHdwnter Vol Index-Well# ]teadin Date Index Well lev PERCOLATION-TESL' D240.1',ep 'im Observation _ Time at 9" Hole# Depth of Perc %art Time at 6"' �-- Start Pre-soak 't�m�'(9'G,) End Pre-soak Rate Min./Inch Site Suitability Assessmcnt ite Passed -Site Failed.., Additional Testing Needed(Y/N) Original: public Health Division Observation Hole Data To Be Completed on Back. -- ***If percolation test is to be conducted within 100,of wetland,you must first notify the Barnstable Conservation Division at least one(1)week prior to beginning- Q:NSEPTIOPERCFORM.DOC DEEP OBSERVATION HOLE LOG Hole. �Othd;r_� Depth from . Soil Horizon Soil Texture S0-I Color Soil : . Surface(in.). (USDA) (Mansell) Mottling (Sttutre Stones,Boulders. 'Cons stenoY.%i revel Q 8ls 5� �t�� . 3 yUlu >:, .�✓"�'9 SG V Ott -r DEEP OBSERVATION HOLE LOG Hole`# Depth from Soil Horizon ` Sml Texture Soil Color Soil ther Surface(in.) (USDA]Y (Munseip —Mottling—, (Sitar are.Stones.Boulders. ' otenc ravel r✓ _ e. DEEP OBSERVATION HOLE LOG- Hole#T Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) , Mottling;,..(Structure,Stones,Boulders. Con i tenc o ravel ,. • �.}.�--'mac,..,. - - DEEP OBSERVATION HOLE LOG Depth from Soil Horizon Soil Texture Soil Color " ;3oil h Other Surface(in.) ,-.(USDA) (Munsell).. .Mottling_ (Stucture�,Stones,Boulders. i ten e i ,y ? ,'t Flood Insurance Rate Map Y Above 500 year;flood boundary`" N0,1 ........... N ;,� P Within 500 -bounndary, a No No .. . ,� . Mfg ` ` Wdliin 100.y lear flood boundary � penth of Naturally Occurring;Pervious Material Does"at'least-1% feet of naturally.occurrmg pervious material exist in a!I-areas observed'throughout the ,f area_proposed so .for the il absorption system? "� l ya`R`— s. If not,what is the depth'of natuially occurring pervious material? 4 ,.a 3 9 °w c Certification " date I have passed the soil evaluator examination apptoved by the I certify that-on (...., ) p k Department of Environmental Protechon and that the above analysis was performed by rite consistent,wth the required training,expo` se and perience described ir01Q•trM , Signature Date i a—1_ p 49 Q:\SEpTjMBRCFORM.DOC <:- a I y DECK �laH l z Go_ 1 p �,�Fra S 0 0 C o A he�cX w x 4s-(T' 3'•0' s-O' A6 3'-P 'a 0�n�`{ J rJA1 U Lr��/ Q 19'-6' B'-s' 174r 6'-Q' T-s' C z �¢ I �W�N I I t? 6 E-'ca¢60 W DINING Ll o ' A B NOOK A6 A6 (VAULTED CEILING) /{ n n « E D a; x ss rA .IF OF PDR. S F ABOVE B :O RM. �� `DLN_j SIN REF SCAB NEN b ems{ KITCHEN4P b m sA. (VERIFY IMHEN R GE LAYOUT W/OWNER). A ? DE § FAMILY V DIRECT N '� 7 8' I 1D L SLAND——— ROOM GAS F P. �H MUDHALL® BUILT-IN b CABINEI 6 GARAGE a 40'xsB' 5V*xslr 3vco ,Deco Z' 4 BIFOLD BIFOLD — — CLOS. DN O N (4•CONC SLAB -- --------- _ DOOR)SLOPE 2 TOWARDS N PANTRY a WINDOW 10 w U1 SHELVES E A OPT[ONALCHIMNEY A6 A6 I-•-4 (VERIFY INFIELD) 1•-e' s-S' LIVING _ tt ROOM I I`ABOV TO 1" ABOVE § DEN/ 011 1 3VxGfr W W b STUDY FOYERyj A W I' UP� SEAT COVERED A. 9V x M O H DOOR Wr TRANSOM 9'D'x TO'O H DOOR Wr TRAN OM �l 4•_,• 3•_„" I PORCH I � � Cn INE OF e r CONC b S F ABOVE--^ r APRON � .,� A B C P r� A6 A6 ,c x se iv x sa A6 n sri x s P�T�PosTwr D NG SIDELIGHT SIDELIGHT D As COVERED a'ow PORCH COLUMNS SCALE: 1/4" = 1'-0" 74O' 9'-O" 2'-O' 9'-O' 7-O• 4'-7* 6*-4' 3'-1' 4•4r 4'A• 3'-1' 6-4' 4•-1 DATE: 24•4T ,4•-O' B•.� ,4'•O' T-P 4/11/2005 GENERAL NOTES: JOB NO.: 1.) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS FIRST FLOOR PLAN REVISED: 5/4/FANY CHILDS THE DESIGNER SHALL BE NOTIFIED IF ANY &DIMENSIONS IN THE FIELD ERRORS OR OMISSIONS ARE FOUND ON THESE DRAWINGS PRIOR TO START OF DRAWING NO.: 2.) CONTRACTOR TO VERIFY MATERIALS,DETAILS&FINISHES FIRST FLOOR . = 1018 S.F. CONSTRUCTION THE BUILDING CONTRACTOR IN THE FIELD WITH OWNER SECOND FLOOR = 932 S.F. IWrlliilesRESPONSIBLE osaA�wir cs IFcoRNsiRucn NM UNFINISHED STORAGE = 260 S.F. COMMENCES WITHOUT NOTIFYING 3.) ROUGH OPENING HEAD HEIGHT OF WINDOWS AT GARAGE = 576 S.F. DESIGNER OF ANY ERRORS OR OMISSIONS THESE DRAWINGS ARE SOLELY FOR THE USE FIRST FLOOR TO BE 6'-11"ABOVE SUBFLOOR 1 OF THE OWNER NOTED ANY OTHER USE OF THESE DRAWINGS REQUIRES THE WRITTEN A I CONSENT OF THE DESIGNER i " Y 80'{r 24'lr 36"T C Q 20'-6' 3-S 8'-s1• 5-E +i'-B" A6 r-1o• 3'-s- z Q ¢�► 0 00 o ` ra A B \BELOW ROO A6 A6 1 W co 1pTEMPERED I•"'3 R:w GLASS E 'J W N PLUMBINGU ACZZI - L'DRY OWALa BATH 0:TUR Q EO-Woo - S1�0YVFI2 � _ b MASTER BATH "H 4 D SKYLIG +.6. (VAULTED CEILING) f lAOC BFO r 0 LD To O BEDROOM#2 ° IABovE I �, 6B• mZ t `° H --------- I❑ I xw ` x • IV LL O b VLA 211. H UNFINISHED r3 - 3'S 7�T r---� 5 "1 s$ b b STORAGE HALL ®NLPULL-DowN J x 7E x 68' STAIR 'S" 68' _ H (VAULTED CEILING) ® D LOSa b b 2'6'x 6'B" CLOS. I W.I.C. m E E Ir MASTER N as as L ACCESS a BEDROOM -�m� j BEDROOM#1 `BE OWRl°OF r Q U) iv H 3'-10' T-S• 14'3' �y F F b G FOYER U b BELOW ® �, H H H H H W A —LINE OF C � D WALL BELOW D ® `,6 A6 i Ir..t A6 PORCH ROOF BELOW 1 1 �D .. 3'.,r T-4' 3'-4• 4'--r 6'-4" T-1" 7'-1- E-4' 4%7' �F—I (SHED DORMER) 1F 10!/ +—�1 ry 36-0' / //1 WINDOW SCHEDULE SCALE: SECONDFLOOR PLAN TYPE MANUFACTURER'S UNIT ROUGH OPENING REMARKS 1/4"= 1'-0" A ANDERSEN TW 2446 2'-6 1/8"x 4'-9 1/4" DOUBLEHUNG DATE: B A 21 2'-0 5/8"x T-0 5/8" AWNING 4/11/2005 C TW 3446 3'-6 1/8"x 4'-9 1/4" DOUBLEHUNG D ^ C 235 4'-0 1/2"x T-5 3/8" CASEMENT JOB NO.: E TW 24310 2'-6 1/8"x 4'-1 1/4" DOUBLEHUNG CH ILDS F A 31 3'-0 1/2"x 2'-0 5/8" AWNING G AW 251 2'-4 7/8"x T-4 7/8" AWNING DRAWING NO.: H " TW 2442 2'-6 1/8"x 4'-5 1/4" DOUBLEHUNG J " " C 245 4'-0 1/2"x 4'-5 3/8" CASEMENT(TEMPERED GLASS) K VELUX VS 304 2'-6 1/2"x 3'-3" SKYLIGHT(VENTING) Az NOTE:CONTRACTOR TO VERIFY ALL WINDOWS WITH OWNER AND ROUGH OPENINGS REVISED: 5/4/2005 WITH WINDOW MANUFACTURER PRIOR TO ORDERING OF WINDOWS - V CONT RIDGEVENT z zp� TYPICAL ASPHALT U)O O ROOF SHINGLES Q ,x 8 FASCIA 8 Z m�W— FRIEZE BOARDS N TOP OF PLATE ED � 0 OV TYPICAL lr2x TRED co EMEB FLA o ® L. CEDAR CLAPBOARD SIDING Fm FM 4"TO THE°?y A7 PRONTO IYH� i� 12 SECOND FLOOR 14 Q SUBFLOOR �1 TOP OF PLATE -- �— TYP 4 x 4 P. POST W/ ���� ���� ® ® ® FF 1xS/,x6CASING m 0010 ElEIDE] LLUI �l FlRST FLOOR aooa 000a _ SUBFLOOR 0�0� DODO -EA L— z c/) o ZX,o WATERTABLE FRONT ELEVATION W/BEVELED TOP ►rr.-rll V OPTIONAL RED FACED ® r BRCK CHIMNEY Wf CRICKET BEHIND 1 12 s �B cn 12 ,x 8 RAKE BOARDS O orb WI I x 3 DRIP BOARD TOP OF PLATE 12 z ,x S1,x 6 CORNERBOARDS ; Y� � o w N 1—y W.C.SHINGLE SIDING S-TO WEATHER 12 SECOND FLOOR 5t�— SCALE SUBFLOOR 1/4"= F-0" TOP OF PLATE DATE: ® 4/11/2005 B"CIA COLUMNS JOB NO.: m CHILDS FIRST FLOOR DRAWING NO.: SUBFL R OO NOTE LEFT SIDE ELEVATION OUTSIDE SHOWER BEHIND A 3 ' GARAGE IS NOT SHOWN ON THIS ELEVATION VIEW OPTIONAL RED FACED CONT RIDGE VENT BRICK CHIMNEY ' ` 7- TYPICAL ASPHALT N ROOF SHINGLES Q WQo C] t x B FASCIA& [7] FRIEZE BOARDS (� W rr�K W 1 TOP OF PLATE VLQ I- 'D,xN Fa o / FFH t tz nECONDFLOOR 41UBFLOOR TOP OF PLATE 5� F-H TYP.4 x 4 P T POST WI 6 1 x 5Ji x 6 CASING ® ® ® ORNE C r!1 F ORNERBOARDS m L LLLL W C SHINGLE SIDING S+-70 WEATHER R 1 1 44 NOTE E 'x VERIFY OUTSIDE SHOWER T/� MATERIAL/DESIGN W/OWNER / IN THE FIELD rtil �y-1 ,x B RAKE BOARDS o W/1 x 3 DRIP BOARD IYI 72 �B o °,6 TOP OF PLATE 7� ® IIHFM �o W n m 12 ,2 4 -�5* SECOND FLOOR SCALE: SUBFLOOR 1/4" = 1-0" TOP OF PL&T DATE: ® ® 4/11/2005 8'DIA Lai COLUMNS FFH JOB NO. FM Fffl] CH ILDS m DRAWING NO.: MEFIRST FLOOR SUBfLOOR RIGHT SIDE E L.EVAT I 0N REVISED: 5/4/2005 A4 - f�U 42•-7 1'3'a 3'4a z T-e r-c NNQ 9QN 2-PT 2 x 12s L.I-. m Q O Ga x TYP 10"DIA SONOTUBES TO 4'0"BELOW GRADE >-w Eli5�co z co U)w I a a PT x8's@16"ocj� 3a-4" S'-4' t a-4 3'-P 5'-0- 3'-a ~ O PT 2 x 10 LEDGER BOARD BOLTED TO SOLID BLOCKING W1314"S S LAG BOLTS 19-T T-S" 3'-4" 3'-4' r-a KA6) 27 o c STAGGERED,SEAL BOLT HEAD I j JOIST HANGERS ON BOTH ENDS OF JOISTS 2-P T.2 xA TYP S'x 2a I BILCO"C CONC FOOTINGS Y I BULKHEAD I A B m , s•-c TYP 8•CONc A6 A6 I I I FOUND WALLS BASEMEN I I BASEMENT 4;; I TYP TYP —— — ———————————————— ———————— — —— —O : —— WINDOW J L WINDOW BEAM BEAM L ( PKT pN I I r I 9 1!2"ENGINEERED JOISTS @ 16-oc 3-1 3l4"x 9 1/Z'WL GIRT a I FOUND AT DOOR I I , ly-0• I I I Q C/) I I q I I I T. �.. TYP I I BEAM BEAM BEAM I PKT. � TY PKT ' T-a GARAGE 1 3!4"x 9 1!P LVL GIRT I � _ 2-PT 2x 8's V (,r CONC SLAB ;[ SLOPE 2'TOWARDS I I J ——� I I DOORS I I TYPICAL 3 1?DIA -- I W w I STEEL LALLY COLUMN —— I ; ,•_�1 1 TYPICAL 3a x 30'x 12 -- E I : E w CONCRETEIFOOTING —— A6 o 18"CONC FULL x I I x I I N BLOCK I " m F � - I DROP TOP OF FOUND I I BASEMENT - I AT O H DOORS L I f cv I (4"CONC SLAB) I I a 7 CONG b I '• F/��, //� APRON N I — — — — —— — 1 3J4"x 9 1!I'LVL GIRT _—— — — — — ^ �•/f 2-pT 2x8's TYP — .. -., ro --- ---------- ,m. �— BEAM SCALE: BASEMENT fn :t L PKT J Io BASEMEN a TYP.12`DIA SONOTUBES WINDOW I —— 1 c WINDOW TO 40"BELOW GRADE 1/4" — 1•—O" A6 A6 p A6 b . PT 2xas ,B oc n § A6 DATE: 4/11/2005 2-PT 2x 1as JOB NO.: 1-9' L 9-B 1'-S' 9'-S" 1'-9 7'-0' 7'-a TYP 12'DIA SONOTUBES T-a 7'-7 CHI LDS TO 4'a BELOW GRADE 24'-a 14-a B'-v 14'-O' T-O' DRAWING NO.: FOUNDATION PLANA5 TYPICAL ROOF CONST. ' CONS RIDGEVENT 5f 12 12 / TYPICAL ROOF CONST. / 1 2 x 10 RAFTERS Q 16'o c f--- —� 12 BOTTOM OF /" 2 x 65 Q 16'o c 3 ASPHALT ROOF SHINGLES SHEATHING TOP OF PLATE 2x8's 16'oc —� CEILING JOISTS L 12 4 15 A FELT PAPER Z N @ FLAT CEILINGS 8 6 8'(R 30)HIGH ENS NSULA IT Q SLOPED CEILINGS TYP• / / 7 2 x 12 RIDGE BOARD [� 8 SIMPSON H 25 HURRICANE CLIPS AT ALL RAFTERS WALL �qt 9 ICEIWATER SHIELD AT BOTTOM 30'OF ROOF h / NCyV in ATTIC 10PROP-AVENTVENTILATICNCHUTEBETWEENfL:TITERS lnp0 o N CONST. UNFINISHED m N x Z ^ STORAGE F� 2x1ogQ16 0c ^ TOP OF PLATE Q > �U)w I SECOND FLOOR SECOND FLOOR TYP 12 GYP BOARD CONi ALUMINUM (J] SUBFLOOR SUBFLOOR w a. ON 1 x 3 STRAPPING 2 x 4 STGYP 60 'o c TYP.WALL CONST. pq�� 14'ENGINEERED JOISTS QI6'oe Q16'oc WI VT GYP BD � 'HEADER 1/ROH LVL MASTER MASTER , zzdsTuos�,6•o� �� Q U�<o HEADER OVER O H DOORS y,.BATT 212 PLYWOOD SHEATHING F M'r INSULATION(R=30) 5W FIRECODE GYP BD BEDROOM BATH 3 3-12(R=13)BATT INSULATION ON,x 3 STRAPPING Q 1S* 4 12 GYPSUM BOARD o c.IN GARAGE TYP 3/4'T 8 G S W C SHINGLE SIDING rPLYWOOD SUDFLOOR 6 TYVEK VAPOR BARRIER NEW ^I / GLUED 8 NAILED SECON OR FLOOR GARAGE 9 to ENGINEERED JOISTS®16'o c TOP OF PLATE. (4"CONC.SLAB TYP 12 DIA ANCHOR SLOPE 2'TOWARDS BOLTS Q 48'o c _ DOOR) DEN/ PDR. m STUDY CLOS MUDHALL ROOM SECTION @ GARAGE b= W .� d 2 F AC FIRST FLOOR m SUPFILOOR TYPICAL ROOF CONST. 9 12 ENGINEERED JOISTS Q 16 800000 qT 2x651LL W/SEALER 3-1 314'x 9 12 LVL GIRT 9'(R=30)BATT INSULATION 2x 6sQ 16'oc TYP S'CONC L ' 12 FOUND WALLS O �g TYPICAL 3 12 DIP, 80 FULL STEEL LALLY COLUMN - DAMPPROOF ATTIC BASEMENT FOUND.WALLS Q1 4'CONC SLAB '^ 2 x 10's @ 16'o c Li88866ljljj V8888868 2 x 10s @ 16'0 c TOP OF PLATE TOP OF S TOP.8'x 18' L_J--CONCAL RETE FOOTING 2 CONC FOOTINGS CONCRETE FOOTING W)2 x 61�Y —TYP. WALL CONST. B SECTION @ STUDY/PDR. ROOM BEDROOM#1 SOS BEDROOM #2 F A6 a Q:' SECOND FLOOR �C.! SUBFLOOR 12 9 12 ENGINEERED JOISTS Q 16'oc 12 TOP OF PLATE 7 �4 PARALLAM _ BEAM PARALLAM BEAM(FLUSH) .c s o c — 2-2 x 8's 2-2 x BkBEAD BOARD ` 1 rn BEAD BOARD `SIMPSON BC d POST CAP 1�1 LIVING FAMILY DINING BID x LIVING TYP 4x4PT POSTS W) ROOM ROOM NOOK mr of MNS FRONT ROOM COVERED 1x5M x6CASING PORCH PORCH FIRST FLOOR SCALE FFF SUBFLOOR 9 1/I'ENGINEERED JOISTS Q 16'o c 688008 P T.2 x 8's Q 1S"o c PT 2x8'sQ15'oc DATE: 2-PT 2x8's— SIMPSON ABU 66 POST BASE 4/11/2005 FULL a Z § JOB NO.: BASEMENT e FULL CHILDS BASE. TYP,YDIA SONOTUBES DRAWING NO.: TOP OF SLAB TYP.12"DIA SONOTUSES TO 4V BELOW GRADE TO 4V BELOW GRADE SECTION @ LIMING ROOM/DINING NOOK as SECTION @ FRONT PORCH E SECTION @ FRONT PORCHA6_ A6 A6 - 0�1 z zn� so'a Q Q N Q Who a-D sv a-o or z mU)W i �I Q O 0c�� A B ARALLA I I I )-1 W ENGINEERED JOISTS Q 12'o c 9 1!2'ENGINEERED JOISTS @ 16 o c 4 _ PARALLAM BEAM 2-1 3/4'x 9 10 LVL's 2-1 3/4'x 9 i/T LVL's 2-1 3W 1(I LVL's 1� E E � A6 A6 s U % o 2-1 3/4'x 11 1/4'M-HEADER 2-1 311.1 1/4'LVL HEADER "V <V y A -B C A6 A6 A6 D D A6 O A6 SCALE. 1/4"= 1'-0" 24•-P 3s•-v r4r DATE: 4/11/2005 SECOND FLOOR FRAMING PLAN JOB NO.: CH ILDS DRAWING NO.: 60,E 24'-, 36'd" 22*-T 3'-0' $'-p' 3'-T 3•.(T Z A6 C/)O o Q C17� p Q �^W�� x F- Lo m ' OU cl) 0 O N I § — 2x 12 RIDGE BOARD — _ 2-2x&s _ — 2 x 12 RIDGE BOARD I E g E O A6 _ _ Q C/) ❑ m N b ti� M ` 2.2x 8s 0 2 x 8 RAFTERS W v 1 `' Q]S oc L A6 qg D A6 C, A6 4 A6 �D 1 x N p N SHED DO ER) 2 x B RAFTERS 14'-Cr B'-(' 14'-(r 24'-0' 361a T-T SCALE: YY�� ROOF FRAMING PLAN 1/4"= 1'-0" DATE: NOTES: 4/I1/2005 1.) ALL ROOF RAFTERS TO BE 2 x 19s UNLESS OTHERWISE NOTED JOB NO.: 2)AUSE T I RAFTERS OR 2.5 HURRICANE CLIPS ALL RAFTERSE CH ILDS DRAWING NO.: LEGEND $ SINGLE POLE SWITCH NOTES : --- CONCEALED CONDUIT(TYPICAL) 1.)THE ELECTRICAL PLANS SHOW GENERAL PURPOSE LIGHTING,SWITCHING AND DUPLEX RECEPTACLE(TYPICAL) OUTLETS ONLY. THE ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR THE ENTIRE CYl ELECTRICAL SYSTEM. THE ELECTRICAL_CONTRACTOR SHALL STRICTLY ADHERE TO Z ALL STATE,FEDERAL AND LOCAL CODES THAT APPLY. ® FLOOR MOUNTED DUPLEX RECEPTACLE 2.)THE ELECTRICAL CONTRACTOR SHALL VERIFY ALL OUTLET,SWITCH AND LIGHT Z Ll LOCATIONS IN THE FIELD W/THE OWNER PRIOR TO WALLBOARD INSTALLATION. ¢ Q N DUPLEX RECEPTACLE-SPLIT WIRED 3.)ALL RECESSED LIGHTING SHALL BE ON DIMMER SWITCHES. G j RANGE RECEPTACLE VERIFY W/OWNER IF OTHER LIGHTS ARE TO BE ON DIMMERS. 0 C� 4.)THE ELECTRICAL CONTRACTOR IS TO PROVIDE ALL RECESSED LIGHT FIXTURES.THE OWNER SHALL Q ?-W C.0 ®- SPECIAL PURPOSE RECEPTACLE PROVIDE ALL OTHER LIGHT FIXTURES TO BE INSTALLED BY THE ELECTRICAL CONTRACTOR. �Q 5.)THE ELECTRICAL CONTRACTOR TO PROVIDE A MINIMUM 150 AMP SERVICE. Z E-,� �I © CABLE TV RECEPTACLE(TYPICAL) CL ��,r c\I p- TELEPHONE OUTLET(TYPICAL) (il 03 d o 0-i WALL MOUNTED INCANDESCENT FIXTURE(TYPICAL) 0 RECESSED INCANDESCENT FIXTURE(TYPICAL) SURFACE OR PENDANT MOUNTED INCANDESCENT FIXTURE DECK 4,j-', SURFACE MOUNTED FLOODLIGHT(TYPICAL) ® SURFACE OR PENDANT MOUNTED FLUORESCENT FIXTURE a UNDER CABINET LIGHT FIXTURE(@ KITCHEN) ® SURFACE/RECESSED EXHAUST FAN/LIGHT COMBO TOFLOOD LIGHTS \ \ ® SURFACE/RECESSED EXHAUST FAN SURFACE OR PENDANT MOUNTED CEILING FAN I i�� / O MOTOR CONNECTION(TYPICAL) DINING -'� NOOK on E� S SMOKE DETECTOR i PDR. O ROO Q0 KITCHEN 1 Lj M DHAL 0 / Q i 1 FAMILY / 1 \ 24k__ � ROOM / GARAGE / / 1\PANTRY -- A--------- 1 -CLOD COVERED LIVING II PORCH I ROOM I I z IF] Cd1 DEN/ / t II / \\l SCALE: 1 STUDY 1 I1 / --� 1/4" = l'-0" TO I�� FOYER �___� V \ SO DATE: / I \_ / �_ \ 1 / 4/11/2005 qp \ CH ILDS DRAWING NO.: COVERED FIRST FLOOR ELECTRICAL PLAN FU PORCH o- LTO GHTS E ST REVISED: 5/4/2005 Oq Z zQ� 2<� 0 Wpo II n ---.-_• TOSWITCH a� zo �D(�N (D 00 L U'V `\ L'DRY/ Q,Wq _ ATH BEDROOM#2 BATH��'� A UNFINISHED STORAGE qp HALL IQLL^_ �-�J J`I O CLOS. cios- MASTER BEDROOM I 11 1 ` ❑ 1 � BEDROOM#1 FOYER / U BELOWqp I\ O W ® C,6 SECOND ELECTRICAL PLAN SCALE: 1/4" = 1'-0" DATE: 4/11/2005 JOB NO., CHILDS DRAWING NO,: REVISED_ 5/4/2005 E 2 ndnb bomber 6eems ""�'^1°mei Br""' Jomt hangw REVISIONS: BY: LEVEND Su.linden comm.ron mi°atr'r°ave c'm`u'e wa^aemmcamlw e.rnnmwaw....a rx•(.v,�ea roo ronn 1?N.eof lbl ITt persm - ur Ynad nv.acoc . ax•nab eamaea BeerbtgWedBdav � —_ ".• \ �IMssa.,e.rµtwn 9 2 tin um may tre r ew<mm�en°.e. . m4meaaee Beare) Wad Above v..w.o__ van+-s + -_� MUM : nm tom ram rmn� ® e«. ltMrao L_____-____- __ _ - �d.acai f,ev,Tl a ns rm +sin �r � , Non-Bearing Wad Below d-I ,�1 sr. ero raao 't't roo a.a P \ fl(lll LA Non-Bea 'J Wad Above '• m� .n., s�np.r (s)MaO peagn Mn-q.ce manM,mint occur en loth rMes J L °pbQJpotl Sappuae fv.mw„wae��vr +.s.u.ee Mna tx• ea+sV blew mldmlmr ad aaanap met" rya rrmMmw ti' w,wmo,a,c+w M°I wYr my b•bemsw br t>A tw teew•ben pra teT mtl lvNnebb. - rx•pe mumlly3ARrron-.Ivn roofs,MM - t—lmr A— rp �---V bed. Post Below Post Above wino red..as Lul�"' Multiple Member Connection Bolt F49 Multi to Member Connection NaR 13D Attachment at Entl F13 n Panels at Interior Beadh F� Post load Transfer �� Rim Board LVL Heeler OpeninA 1& Exterior End Wad Su rt ® OO F50 N.T.S. N.T.S. N.T.9. N-T.S. .T.S. N.T.S. Post Above&Below O O ® 00 rn W w d LLlLU�W F K LL 2 Q w F LLI m �OZ J~ Q -- 18 16 16 Level 1 Framing Schedule-Nominaliced . USE LVL FOR RIM AT 1 ` 19 Mark Oty Description Length ALL bECKATTACHMENTS 9 1 4 91/2"AJSTM2bMSR 34'(r t9 1 2 1 78 143 19 2 2 912"AJSTM 20 MSR 3T 0" _______________________________________________ - - START FRAMING HERE 19 Level 1 A2 3 3 912"AJSTM 20 MSR 30'0' - Motes. t 10 10 10 9 1/2"AJS 20 4 11 9112'AJSTM 20 MSR 2&it -- 16'OCS== shop dhwtaM typleal deft". II. 5 6 9 12'AJSTM 20 MSR 18'0" •aa hbmfte gain,oA theq i 15(2 6 3 912"AJSTM 20 MSR IW 0" m.ftmaon procedure!and unit t IaentM.eeon no rke,lame be i I 1 16 2) 7 2 9 12"AJSTM 20 MSR 10,0" ssbmntod for opprovaa by ten proloot 4mMftet deem saeneer. 8 3 912"AISTM 20 MSR a'0" mraef 9daaeAe••nd le6pte.an 6 6 6 1 2 I I em ronpemmalty of me konemoow. —15(2 1 9 5 9 12'AIS1°°20 MSR V 0" C—tor n to verity as b-- � 10 4 9 12'AJSTM 20 MSR 4'0" md Wont,It Mob oxelt The rtoet system(Henn t1n9 .nro 0eslennd for Meer leads eery. Roo/loads Tom raTeor Encme, I 11 3 1 314'x 912'VER A-LA 3100 36 one eeotro mon hear ee exftnor r 12 5 1 3/4'z 9 12"YERSA-LAM®3100 SP 16'D" watts•Ire it .r wain tale"m•rfte i 19 2 1 - 1 1 r1 13 2 1 3/4'x 9 12'VERSA-LAM03100 SP 14'0' .Talon,/bm.0h ft•on Mg.Any reef twee.anted ly the heer.nftm ' t 2 14 4 1 314"x 9 12'VERSA-LAM®3100 SP /2'0' ma>t be.b Indicaftd en(b.Tamme t I plan sublelmd to an for ftlu o. 4 4 4 4 4 4 4 4 4 15 7 1 3/4'x 912'VERSA-LAM®3100 SP 10'0" prodvet ft he nftrea,marina and I 16 8 1 3/4"x 9 12"VERSA-LAM®3100 SP 6'T "and n oecerd oee wall) 3 3 3 17 3 1 3/4'x 9 1/2'VERSA-LAM®3100 SP 4'0' manvraeftror'.roeemmsed•tloa.. I 12(2) 12�2) 5 5 5 5 18 BLK 9 1/2"AJSTM 20 MSR 60'0- 11 r 12 19 TL 1118'x912"BC OSB RIM BOA RDTM 104'p 1 i 5 H72 . 18 15 - START FRAMING HERE 19 10 19 Level Level 1 Al 91/2'AJS 20 -- - 1 Accessory Schedule r 16"OCS III Mark Uly Manufacturer Product Description HI 2 Simpson Sbong-Tie Inc. HGU5410 3-1/2x 9-im to 14 V-Lam Face Mount 3° H3 4 Simpson Shong-De Inc. HUC410 Concealad Flange 3-12 V-tam Fete Mount m $o H4 21 Simpson Strong-Tie Inc ITT39.5 2-1/2 x 9-1/2Top Flange Level 1 m� m J A g 114t1 _ 11_091 a m BC FRAMER®2002 SCALE: 1/4"=V-0" DATE:4/26/2005 BY:be FILE: Padget Childs.bd DWG: SHEET: 1/2 Last Saved Date:4/26/2005 10:54 AM Print Date: 4/26/2005 1:57 PM Al�pb LlmMr Baame enrsmlr a"^b'r a"^�" Jollt harger LEGENDsee Losers com"moa am.—c°m,.m°n trrm em(b) wswra,m - ra. or�onc s:n ^r�^�nxx•te,b d,e ���� REVISIONS: BY: Peering Wall Below I1�_TTL-It71�1{7�1T�IT�TIl 1ITF'IIFr11i7TIl -� 11I L11J LLJc zu maf ,ro s. �fae oomma,�wm. 1 \ a t "''\6a PeeMg Wall Above ,aw•.ew.meC+z se° r-- !j ei c"'" 1Mi•0;°.i wt..d,.,a � wmt-r L----------_ emss°d ,a•w sm +ow° xsm `( a ftml,mt ro'0B«ihai w ,see Non-Boaring Well Below Non-Bearing Wag Above >••tl•�®'a"�tlee0e•`bo m 1 I P1I°,.$,:.e,.'°°:wn"..m. °w°h°ej (°)nretvmma,a-,.«°nrmarinert«ommeanen... -4 L \ '-xx•la4�.1ro Vesaiam IwA'1 host Below Post Above else.....ate bw ro°n.oa gxs>,wlw,-.ew r«n weu. �1�� LVL beam ® O F50 Multiple Member Connection Bolt F49 Mutiple Member Conrlection Nag 13-D Attachment at End F13 no Panels at Interior Bearing F09 Post Load Transfer F14P Rim Board Ft9 LVL Header Openind 13 Exterior End Wall Support l N.T. . N.T.S. N.T.S. N.T.S. N.T.S. N.T.S. N.T.S. N.T.S. O Post Above&below ® l= 00 rn ZO �Jw o L ILLJ Zq i1 y�V1 X tlxLl co 2O? J F Q Leval 2 Framing StriedWe-Nomblalized �(iIi'�jtIi jI tirIII IIlII'1�l ',-1II—I�IIIf Ii!nilIii;,s i..:. Ili lIt lI�i•' I-II � I:,,.IIII�iI!• t•!!:'Ij!I !'!.fj _lII��l!,iIIIII,l�I !II�I�I,j�,•Ilj ��IiII!II)�;t IjIi�Ie!I!.!:' rIIlII'!:: 16 Mark OLY Description: Ld n. 9t h7 ili i 4 22 912AJSTM 20 MSR 26' " sagseaobPre p�Ma�lt{ Nnae�.n�tyamg eo .lr.aure nea5 6 92^AJSTM 20 MSR 12'0 pin.edatp10 2) 6 4 1314'z912"VERSA-LAM®3100SP 14'0" roamnabe p "am and on� r at et 5 5 5 5 5 5 laenlnloon m' khMh. 7 3 1314"x9112"VERSAAM®3100 SP 12' " 'I I w1e1dreh— r (' ! 8 2 1 3/4"x 9 12"V ERSA LA ®3 100 SP 10'Cr taheoeoe rone lainc apegeondt6ae aarl tbnt ofroel itreomyan v aa pee anroat'1.ee t d6k o9e vdbew 9 2 1 3/4^x972"VERSA-LHM®3100SP B'0'2 2 roea.nn.m aee n10 6 1314"x 912 VERSALAM®3100 SP 6'O[4. 2 Ii l 0(2) 1 0(215 A M3 Tnsro-4orot.LVL)1711 2 1 3/4^x11 718"VERSA-LAMV3100SP 17 ' aagna ror f roa6 eattrnoa r H1 I 11T� i; 16 noot roam from rafrora)braoroe, 12 4 1 314"x 11 7/8"VERSA-LAM®3100 SP 10'V ana beats rroat Bear o6 exndor 1 1 1 t t 1 1 1 1 1 1 1 1 1 1 t 1 113 2) :II II 13 2 1 314"x 14"VERSA-LAM®3100 SP 26 0^ canna and ntenor—fn wmb-.frog 4 4 4 4 -4 4 4 4 4 4 I I I I atrafebt te.eoob to a fodtroe•Ay e 4 4 4 4 4 4 4 4 4 4 roof roads.antes by roe hear ayerom 14 4 1 314"x 14"VERSA-LAMO 3100 SP 4'0' mint m eb Iaalcafed on fee Hamm e 14(2 15 1 BLK 912"AJSTM 20 MSR 30'0" plan subbing.to m mr nkr,bn. i �'I: i i i (; :I 1 ;I predoet ro be stores.madrod and 16 1 TL I 1l1r x9 t2°BC OSB RIM BOARD- e8'ir i—md mocce.aente w1n I I' .: - j u2 manandarera recnmmbnaaw n U8'x 14'9C OSB RIM BOARD- 77Or 17 14(2 6 2) 6 2) TL 1 START FRAMING HERE 16 Level 2 At t6 (2 1 1 16 BOCS ICI II START FRAMING HERE Level Level 2 A2 Accessory Scnee6+k 9 AJ$20 76-OCS III Mark OH Manufacturer Product Description L��/e 12 H2 2 Simpson Strong-Tie,Inc. HOUS412 3-1/2k 11-1/4 to 18 lam Face mount H3 4 Simpson Strong-Tie Irfe. HUC410 Concealed Flange 3-12 V-Lam Face Mount q .1 H4 6 Simpson Strong-Tie Irk. ITT39.5 2-1/2k 9.12 Top Flange L I��n — it—On HS 4 Simpson Strong-Tie Inc. f1Y414 3-12 k i4 BCI®Top Flange m e Q H8 a Simpson Strong-Tre b,c. IUT310 2-12 k 9A2 to 14 Face Mount 9 9 A. A.m b'mmJ3 a a� m. U d w N S BC FRAMER®2002 SCALE: 1/4"=t'-0" DATE:4262005 BY: be FILE: Padget Chllds.bd DWG: __ I SHEET:2/2 Last Saved Date:4/26/2005 10:54 AM Print Date: 4/26/2005 1:57 PM SYSTEM PROFILE TOP OF NOT TO SCALE FOUNDATION FINISH GRADE EL. 77.5 FINISH GRADE OVER FINISH GRADE OVER EL. 76.0 SEPTIC TANK 75.8 DISTRIBUTION BOX 75.7 - •��_ _ FINISH GRADE , OVER TRENCHES 75.5 RISERS 6" E F FINISHSH GRAD ,• +{ Lill, r ' :p �, , . , : .,� ., b, PRECAST CONCRETE ; ', .•:r O,o., - >,. 500 GALLON DRYWELLS _ _ o 3rr MIN. RISERS TO 6 :��' o MIN.SLOPE I% '° OF FINISH GRADE OUTLET PIPE(S) LEVEL H-10 REINFORCED LOADING 13" FOR 2'(MIN.1% SLOPE TRENCH LENGTH 33'-6" 6" t- MIN.SLOPE 1% 0_tn BEYOND ° MIN. 0 DRYWELL LENGTH = LT r 0 1\o .1 - \F 13"MIN. 14" :. +, L,. f' 74.00 73.75 MIN. o o ,a 6 SUMP •1 �.�0 1 .i, 1 4 4.10:1 ,�% •1 O,o <= 73.50 73.40 i'b: .l o 0 0 •= ' , o , "'_r' _< PVC OR CAST IRON TEE y 73.23 0• �.�' , y-�-�.f �,, GAS BAFFLE 16 .o ,b b�•�`o^,o _Y'� Apo 1 .,O DISTRIBUTION BOXgyp, � 'a = > ': MINIMUM INSIDE DIMENSION 12" 3/4"- 1-1/2" DOUBLE rr „ o 1500 GALLON J :A OUTLET INVERTS 2" BELOW INLET INVERT - WASHED CRUSHED 3/4 - 1-1 2 DOUBLE , O PRECAST CONCRETE '4 MINIMUM CONCRETE WALL THICKNESS 2" 5.6' WASHED CRUSHED 4 '�: STONE STONE BSMT.FLR. :o_=o� H-10 REINFORCED :-? INSTALL ON COMPACTED LEVEL BASE ELEV. 68.0 1, o NOTE: EXCAVATE TO =C= STRATUM IN ORDER TO BOTTOM TH#I EL.64.4 4 el, ;f s� ; REMOVE ALL =A= &=B= IMPERVIOUI MATERIAL ., '1 WITHIN 5' OF THE SAS. REPLACE WITH CLEAN TRENCH SECTION 0,o� L1�4L ;• C1, ,;�1 f 1 0 1. r o0 CLAY-FREE SAND [310 CMR 15.2551 SEPTIC TANK `�..>•." INSTALL ON COMPACTED LEVEL BASE 9 MIN. 3 OF 1/8 1/2 36" MAX. DOUBLE WASHED ol za a `; •o 4" DIAM. • ••. ,� PEASTONE 3/4"- 1-1/2" DOUBLE • o �� 5'-211 " WASHED CRUSHED ,� . . STONE 0 41 TRENCH WIDTH A At, NUMBER OF TRENCHES 1 °� ���- -•�-��"° �•••• �•'•-•� NUMBER OF DRYWELLS 3 WALNUT STREET OBSERVATION PIT GENERAL NOTES: S.DOYL1. ELEVATIONS SHOWN ARE BASED ON ASSUMED _PERCOLATION P-10834 � �. corlc.BD. • x PERCOLATION RATE: < 2 MIN./IN i0 `noo6'- S 3 "W I 'o to EL.75.0 2• ALL PIPES IN THE SYSTEM MUST BE CAST IRON WITNESSED BY: D.STANTON x OR SCHEDULE 40 PVC. BARNSTABLE BOARD OF HEALTH 3. HEALTH AGENT/CAPE & ISLANDS ENGINEERING MUST BE NOTIFIED WHEN CONSTRUCTION IS TH#1 DATE: OCT.12,2004 _ COMPLETE PRIOR TO BACKFILLING. EL.75.2 TH#2 DESIGN DATA ' 0 0 0 4. ANY CHANGES IN THIS PLAN MUST BE APPROVED o" o° / I x RESERVE III I o I BY CAPE & ISLANDS ENGINEERING AND THE BOARD 2 =A- LOAM J OF HEALTH. 10 YR 2/2 000 a 5. MATERIALS AND INSTALLATION SHALL BE IN 8" 811 NUMBER OF BEDROOMS 3 COMPLIANCE WITH THE STATE SANITARY CODE GARBAGE DISPOSAL NO N < [TITLE V]AND LOCAL APPLICABLE RULES AND =B= LOAMY SAND DAILY FLOW 330 GPD. _ x 60.0' REGULATIONS. 10YR 5/6 SEPTIC TANK REQUIRED 1500 GAL. 6. NORTH ARROW IS FROM RECORD PLANS AND IS 2811 2811 SEPTIC TANK PROVIDED 1500 GAL. 814' o' , �s r- NOT INTENDED FOR SOLAR ENERGY PURPOSES. PROPOSED-CP- 7. WATER SUPPLY: MUNICIPAL WATER SYSTEM. PERC.TEST TH#1----- LEACHING REQUIRED 330 GPD. , 3JDI_M.HSE. ) \ 1j 8. FLOOD ZONE [NON-HAZARD] 36 EL.72.2 9. THIS PROJECT DOES NOT INVOLVE ANY PHYSICAL SOIL ABSORPTION SYSTEM CALCULATIONS: GROUND DISTURBANCE OR VEGETATION REMOVAL =C=MEDIUM SAND WITHIN 100' OF WETLANDS,INLAND OR COASTAL 10YR 6/4 SIDEWALL AREA = 186 SF. BANKS OR FLOOD HAZARD ZONES. 10%COBBLES 186 SF. X .74 G/SF. = 137 GPD. N N Cn \ BOTTOM AREA = 441 SF. '� t0 441 SF. X 0.74 G/SF. = 326 GPD. LEGEND EL.64.4 130'+ NO GROUNDWATER 132" LEACHING PROVIDED = 463 GPD. - -79' ��. �' �� �\ 52 PROPOSED CONTOUR SINGLE FAMILY RESIDENCE 52---• EXISTING CONTOUR 09�..4 t� OF It `'<Q PROPOSED SEWAGE DISPOSAL SYSTEM i x / \ �- OBSERVATION PITS `y I G �-\ RIC ARD x / \ \\ �AI �.� n. . PREPARED FOR 6'- �, ❑ DISTRIBUTION BOX 29304 PADGETT BUILDERS BSE.NO. 174 WALNUT ST. x s F000l SEPTIC TANK �►'v°� •� h�A.RST N 1VIILL MA LOT 4 ��- ;: . dG 0 S S, SS. HSE.NO.174 SOIL ABSORPTION SYSTEM PLAN N0.042705 SCALE: AS NOTED 1.0 ACRES RESERVE RESERVE AREA `tN of Mq FILE NO. 225BA DATE: APR.27,2005 SEPTIC FILE NO. 76 PCS FILE: walnutstl74 208.43' 22.26 PIPE INVERT ELEVATION DAVID J S 34032'40"W a CHARLES SANICKI � CAPE&ISLANDS ENGINEERING z z � 28085 o o �f 1STER�° 800 FALMOUTH ROAD, SUITE 301C PLOT PLAN 150 17-1 4 174 5 5 5 MASHPEE,MA 02649 (508)477-7272 SCALE: 1"= 30' MAP SEC PCL LOT HSE '� � � ;