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HomeMy WebLinkAbout0073 CROOKED CARTWAY - Health 7.3 Crooked Cartwa Y , stops:Mills ��. ,o A= 065 0044 002 TOWN OF BARNSTABLE LOCATION L 3 C<L6 Fl r4tic_S_4 SEWAGE # )Q _ o VILLAGE'�G (.S I-IAkj V�IW S ik(,_ ASSESSOR'S MAP&LOT - INSTALLER'S NAME&PHONE NO.i14 +kS AA A "5GU Z`� 1 ��— 7 C --.577 SEPTIC TANK CAPACITY LEACHING FACILITY: (type) (size) �6 A Z-5 NO.OF BEDROOMS '/�_ BUILDER OR OWNER]S+tV e- Y YIC.C�r_1 kXt � PERMTTDATE: 2-I D �o COMPLIANCE'DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table and 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 F f A -- 34f.9 Q A - 36 j y11 . _jC - 9-7 S>> C2 C-�fS � E- 5g' �o'► � ��57j 5, TOWN /}OF BARNSTABLE LOCATION 3 �<dn&e. SEWAGE # VILLAGE A&S' ASSESSOR'S MAP & LOT • 65 Y INSTALLER'S NAME&PHONE NO.�f--SV�1 ✓�s� 1-' � d'� —�!"7� — ')�/// SEPTIC TANK CAPACITY LEACHING FACILITY: (type) a (size) 36 (Y- NO. OF BEDROOMS L/ BUILDER OR OWNER S � C� PERMIT DATE: &f2.,/C2 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 leac ng facility) Feet Furnished by I o9 Wks 1 Ip� e, No. . .�V U 6 'd` 5- _. Ja F Ill_J;1 Fee `rH OMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 01ppYication for �N!6p al �§p!Aem Construction VCrmtt Application for a Permit to Construct Repair( ) Upgrade( Abandon( ) Xcomplete System ❑Individual Components Location Address or Lot No. CtZ ob r-7 1> C✓-Tc ,W Pk j Owner's Name,Address,and Tel.No. t_L$ STEM .► —L Ec_-i TT_.J H Assessor'sMap/Parcel � 6S C)o4 ecj- arE (Z��ttz�-A &2G Z c.2 eur�.T 35 evw.�;y � Installer's Name,Address,and Tel.No. 21 rc�r„`n Srt Q� az6�9 Designer's Name,Address and Tel.No. itoY-S4o-'1'13 JE1Serl SUK7 3oca•c c .Trtt7T-Zg-CA 1E`I iriox 6�! w. F�! w�t7 wY rl r1 Type of Building: Dwelling No.of Bedrooms °' Lot Size ti S o(e t sq. ft. Garbage Grinder (Llo) Other Type of Building 1;&a_AJ ti0/t..5 No.of Persons Showers( ) Cafeteria( ) Other Fixtures / Design Flow(min.required) y e gpd Design flow provided 550 gpd Plan Date 1 0 1"I 0 5 Number of sheets 2F 2 Revision Date 5 z6� OG Title S tr'F 1.71-A+J Mf_7A 2; q_0 cZ S ,x_v'E w.C-aL,H r1EAt°f Size of Septic Tank 1 5 0.0 Type of S.A.S. Pe U 3a X.2 Description of Soil ..1 Z - 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 of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. Qr � AY, Signe ate Applic pproved by Date Application.Disapproved by: Date for the fallowing reasons Permit No. 7 Date Issued 2 U No. 006,') 57 f` ,�� ` o� `J`S Fee /�0 1 FI �,/'fH MMONWEALTH OF MASSACHUSETTS Entered in computer: i/ PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes ZIppYicatiou for 0i.5pogal �&p5tem Conn;tructiou Permit Application for a Permit to Construct( Repair( ) Upgrade( ) Abandon( ) omplete System ❑Individual Components Location Address or Lot No. Cr oe7 C°�Z�� `� Owner's Name,Address,and Tel.No. 0-A, W.LL5 �ji£.tc,I w-Crt-HT-1`I Assessor's Map/Parcel p (p 5j 004 pC77 clrE (7�.142 K Sr' C -Z C � eur"-r M�, aZG35 2_1 fvii�l +(( lZ7 �iC�Ss'S�IU-'1'I Installer's Name,Address;and Tel.No. M n n, � Designer's Name,Address and Tel.No. 3 l AI SOr•1 SUKZ.� '1'l�{- �53G—5"1`I�1 ��t << c A-14 X.5-cvi Type of Building: Dwelling No.of Bedrooms '- Lot Size ;,a G'L sq.ft. Garbage Grinder (wt) Other Type of Building (z r4('rl a 2 S it} No.of Persons Showers( ) Cafeteria( ) Other Fixtures l tA1� Design Flow(min,required) t gpd Design flow provided SSO gpd f Plan Date 1 0 •( 6 S Y Number of sheets Revision Date 5 rz.G! 0c, Title Sty 'P,c.Ao.J F,Cr- A -cZ> rFo2. Sity•- w,cZ I Size of Septic Tank 1 5 0 o Type of S.A.S. Ee U/A .301 Xe2..f Description-of Soil _ �"��t> S A rl D, t 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 of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has/been issued by this Board of Health. Signe Application App vrovr0 ed by VlAl Date Application Disapproved by: Date - for the following reasons Permit No. 2 C1U -.?S 7 Date Issued G 2 0 6 THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed ( Y) Repaired ( ) Upgraded ( ) Abandoned( )by <;�l 0 2.O,\ ' c at 73 C rtr4 !�I� �,��y ✓�.�M r ��� has been constructed in accordance l / with the provisions of Title 5 and the for Disposal System Construction Permit No. 02 VO& -a.S7 dated �4, Installer 5""" -Z—CX, Designer �0,4j&*__ #bedrooms ApprovedLdesign flow gpd The issuance of this permit shall not be c nstrued as a guarantee that the systemncti n as esigned. Date ! Inspector ———=———————— ———————— — No. �L)0 Fee �✓" THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION—BARNSTABLE, MASSACHUSETTS 7,11ligpogal *pgtem Construction Permit Permission is hereby granted to Construct ( X) Repair ( ) Upgrade ( ) Abandon ( ) R System located at 3 C�° CWA f ✓� �t i 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: Cons cti h must be completed within three years of the date of t s pe it . Date (0 2 �� Approved by • � � /�"Z 03/21/2007 14:14 5085403344 JELANDERS PAGE 01102 MAR-21-2007 01:35 FROM: TO:50854033,44 P.2 Town of Barnstable 110 Rc-g lato y Services Thomas.1+.Geller,Direetor M� ]Public Health Division Thomas McKean,Director 200 Halm Street,Ilynoriis,MA 02601 Office: 508-862-4644 Fax; 508-790-6304 bnsfaller&.l_esr er Certification Form Date: 6,;-- Swage permit# 2'No�_:�Assessor's lWupTarcel� Designer! .� ► -s� Installer, 3'� A - 3 Address: Address; '? LI on _• atas issued a permit to install a at (installer) septic System at based on a design drawn by 4(ad,-css) dated eSiti ri I 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 SoitS 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 Tcvision or certified as-built by designer to follow. Stripout (i f.required) was inspected as�d the soils were found satisfactory. ( staller.'s tore) 'UHN � -V LaNDEII•S•CAU!EY E . sa CfVIL No.35101 cOwer's Signature) (A#fix Desig PLEAS RETURN T A 1S ALI1r,E �I.I � TH la SIt7iV C T '1C1 'rE O� U PLIANCE VV No I3:l IS U IS S- ZQM A Hi(JII,T CARD A1�E RECE 'D BY TRE, B J�,1V5 ROE IJBI,I' HEALTH Dl<�VISI�tY. 1' K MU, Q:�Scpflclp*signer Cextificaticf,Form Rev 03-09-06.doc Departinent of Regulatory Services euwerneu4 ? ,,,,U Public Health Division rF� h� 200 Main Street,Hyannis MA 02601 Date Date Scheduled 3 L5 Time sc Fee Pd. �00 Soil Suitability Assessm ��vI ent for Sewage Di osal Performed By. Witnessed By: -- I-oration Address LOCATION&GENERAL FORMATION P:3 a kedf Owner's Name VH• 1 s Address Assessor's Map/Parcel:�'�` 4 ��N�•� t f`S�T 2 L4 Z Engineer's Name Co`� V%A 't NEW CONSTRUCTION ✓ REPAIR 2 rs/9Ltc C-.4 A4 ;>�z s c •y Telephone# Land Use 1 JcQg• 1�l �'_ �'33 °t- Slopes(%) Surface Stones d�; &W r Distances from: Open Water Body -40—__ft Possible Wet Area p _&L _ft Drinking Water Well�_ft Drainage Way 60 _ft Property Line IV ,4 �ft Other 4 ft SKETCH:(Street name,dimensions of lot,exact locations of test holes& perc tests locate wetlands in proximity to holes) 4,13 Parent material(geologic) Lv r4t ( 011041. Depth to Bedrock Depth to Groundwater. Standing Water in Hole: Weeping from Pit PpCe A Estimated Seasonal High Oroundwater— > 1 Method Used: DETERMINATION FOR SEASONAL HIGH WATER TABLE Depth Observed standing in obs.hole: Depth to weeping from side of obs.hole: In. Depth to Sol mottles: Index Well# g Readin Date: In, Groundwater Adjustment In. In,Well level Adj.thetor__ ft. Adj.Groundwater level Observation PERCOLATION TEST We�S - ime Id Hole# Depth ofPe'c _ b Start Pre-soak Time @ 13 O y � S Time at e End Pre-soak 40 —LI ;—(0 0 Time(9"-6") Rate MinJlnch 2rK, Site Suitability Assessment: Site Passed Site-Failed: Additional Testing Needed(YIN) . Original:Public Health Division 5 Observation Hole Data To Be Completed on Back-— ***If percolation test is to be conducted within 1009 of wetland,you must first notify Barnstable Conservation Division at least one(1)week prior to beginning, the Q:ISEPTICIPERCFORM.DOC DEEP.OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders. Consistency.% ravel p,�1 ►7v Lo�4 n7 Z,�'. �. d' tj S- DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Gravel) • a4�a �� l:.®� 4 S L®A �,s z, c, DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color. Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%G DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones:Boulders. Consistency, Flood Insurance Rate Mau: Above 500 year flood boundary No_ Yes Within 500 year boundary No /Yes, Within 100 year flood boundary No— Yes Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system" Yolcl If not,what is the depth of naturally occurring pervi us material' Certiflcation n �' I certify that on J(date)I have passed the soil evaluator examination approved by the Department of Envtron ntal Protection and that the above analysis was performed by me consistent with . the required training,e p rUse and exper' ce described in 310 CMR 15.017. O � Signature — Date Department of Regulatory services . MAU Public Health Division�sr1639.a�°� 200 Main Street,.Hyannis MA 02601 Date Date Scheduled 5 a L5 /65� Time 15 Fee Pd. c), Soil Suitabiiity Assessme 00 C/ 51447 44 eS nt,for Sewage D osal Performed By: Witnessed By: Location Address LOCATION& GENERAL INFOATION ® k Owner's Name V� d � S._ uc�! V-ceLrt �1y • lM I i S i Address 0 Ass ?�rJ essor's Map/Parcel: B 4 Ct® ��® f Engineer's Name C6 NEW CONMUCTION ✓ Il�rtt,' �{-- RE AIR J i/�LIC_ L �u i>Z.;,- Land y CIS y Telephone# �; Use I 1 c t L yrr ��� ' I Slopes( ,) O- 3`p Surface Stones t. -CY I Distances from: Open Water Body �i p =--- -ft Possible Wet Area 6..-_ft Drinking Water Well t_fti Drainage Way I--'v_ft property Line N �ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&Pere tests,locate wetlands 1`n proximity ty to holes) 12 �ILF cU..,�, �3. Parent material(geologic) v Depth to Bedrock KJ A Depth to Groundwater. Standing Water in Hole: Weeping from Pit Face A Estimated Seasonal High Groundwater_ l Jl� rJ Method Used: DETERMINATION FOR SEASONAL HIGH WATER TABLE C, Depth Observed standing in obs.hole: V Depth to weeping from side of obs,hole: in, Depth to s011 mottles: Index Well# in, GroundwaterAdjustm-- In. Reading Date: Index Well level ft. ---- Adj.factor ,. Adj.Groundwater Level,,_ Observation PERCOLATIONTE, T bnte-,v-Vun� " Id Hole# Depth of Pere Time at 9:' JStart Pre-soak Time @ Time at 61' End Pre-soak v I (e 0 Time(911.6") 11�VVV Rate MinJlnch ZrI Site Suitability Assessment: Site Passed Site,Failed:-� Additional Testing Needed(YIN) Original: Public Health Division Observation Hole Data To Be Completed on Back-- ***If -- ,S percolation to 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:kSEPTICIPERCFORM.DOC 4F { LF DEEP-OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other ' Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consi ten % v I cV d1 i i' _ q.11 ►7. 4 ,y 2, �.. ------------ DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. ns'ste % DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Co i to c Gravel) DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders. Flood Insurance Rate Man: / Above 500 year flood bounds No _ 'Y boundary •/ Yes ------ Within 500 year boundary No Yes Within 100 year flood boundary No Yes Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? __ If not,what is the depth of naturally occurring pervl us material? Certification r. I certify that on _4-OVA I- (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with . the required training,a Pertise and exper' ce described in 310 CMR 15.017. � f r (' Signature ��_� C.. C.�....� �.C.y Date No. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: ✓ PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes Application for Migpogal �&pgtem Cougtructiou Permit Application for a Permit to Construct( ) Repair( ) Upgrade(4 Abandon( ) El-Complete System ❑Individual Components Location Address or Lot No. '7"j C t2c o oc 7aj Owner's Name,Address,and Tel.No. Assessor's Map/Parcel d(9 s OV 4 G 0 ?c 3�x � Z C e'2.c ✓v�:dt t£ r..,a ,.,�..; Installer's Name,Address,and Tel.No. oM 01 Designer's Name,Address and Tel.No. 5:b' 5;-4a 7 -F 3 -MS r A >7 I`rA _'g e-A A_t- e•mac.e- Type of Building: Dwelling No.of Bedrooms Lot Size 2•1 Pi AG sq.ft. Garbage Grinder ( ) Other Type of Building S-A-re4 No.of Persons `y Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) S ro gpd Design flow provided S c gpd Plan Date 1 r 1 -4/0-5 Number of sheets `� Revision Date Title �ri- r f-404 rVZ_ 5—(1ZVZ_Q1 ✓�►�f'�t-t aJ`� Size of Septic Tank $ go Type of S.A.S. Description of Soil L o,R✓'^-7 1 't' tr,,A-r1'> p y Z(Z Nature of Repairs or Alterations(Answer when applicable) 19 c a opt f-'Z, 'VV00 C CZgSc Date last inspected: ry Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health.arn Signed ` )21 t/4 Date 1-7- , c a 1 d Application Approved by hA Ad PA I Date Application Disapproved by: Date for the following reasons Permit No. — Date Issued 1,;20 4 „y{,. _ .... _,r . ••d.. -.J'w,-�. y :fL. . . ' � .-.. 'Spy^"/....t,-.+w-'s. ":4,.A.,�` r,♦�. '. � _. r. '� � �R ,,_.,`` -- -. V �Y,.., KT'"' l• k<Y..rd��„ ,,{ice"T'r�!S"- Irv.^-w. ..7 Y'..-[5,.7'�..hr�.}+ 1 � .1 No. -Li �+� Fee I THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: V PUBLIC HEALTH"DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes �tA phratton for atgpont �&pgtent_Congtructton" etmit Application for a Permit to Construct( ) Repair( Upgrade(N fT Abandon( ) ❑.Complete System ❑Individual Components . Location Address or Lot No: 7? (2a. it f Owner's Name,Address,and Tel.No. Assessor's Map/Parcel r r 1 vac 2 Z ttµ C 7- �-A oCN oaz. Installe Jame,Address,and Tel.No. tM ^ Designer's Name,Address and Tel.No. Z i' 'Tj'i g.-G rl X4 k ra�vi:E.7C`G-f�; ,mac�4 a•t t?„2.S 4-t ro+{ Ou fl Type of Building: f i Dwelling r No.of Bedrooms Lot Size sq.ft. Garbage Grinder Other ' Type of Building ;er re n4 No.of Persons 2- Showers( ) Cafeteria( ) Other Fixtures `. Design Flow(min.required) gpd Design flow provided S S 4 gpd Plan Date I t.[!-q o S Number�of�sheets Revision Date Title S t-r•jr rP c o4,N4 r v Z_ S'��✓ c cJ 0-n c r t r Size of Septic Tank t S y a Type of S.A.S. 4 Description of Soil L O A M Y S LT O t Nature of Repairs or Alterations(Answer when applicable) „q Z T tcw,.� -9 C C Z SSd ji lrc tit t7 r N L^� i ' I Date last inspected: . N M 1 Agreement: - ,� The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. Signed Date I-Z t u I C I Application Approved by j1 /( 1( I t�.� Q ~ Date Application Disapproved by: Date for the following reasons t . i Permit No. ,,Date,,Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS " r Certtf tcate of Cony hance THIS IS TO CERTIFY,that the'On-site Sewage Disposal System Constructed ( ) Repaired ( )„y Upgraded Vr Abandoned( )by at has been constructed in accordance ,4 with the provisions of Title 5 and the for Disposal S em Construction Permit No. �o� dated ,Z Installer 500 7 W Designer i #bedrooms Approved design flow gpd The issuance of this permit shall not be:construed as a guarantee that the system willfu ctio, 'A<designed. Date � ./ -�� Inspector -------------------------------------------- No. Fee. THE COMMONWEALTH OF MASSACHUSETTS w. j PUBLIC HEALTH DIVISION—BARNSTABLE, MASSACHUSETTS y h5p gal *pgtem Congtructton Ver,mtt Permission is hereby granted to Construct ( ) Repair ( ) Upgrade (✓) Abandon ( ) System located at / i 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 ermit. t Date 10 / Approved by AA I V V V I� i' F.F. ELEV.=100_0 2O'min. 97.2 PROPOSED ELEV.= 98.5_ ELEV.= 98.0_ EXISTING 4" CAST IRON OR CONCRETE COVERS 4" DIA. SCHEDULE 40 PERFORATED PLASTIC PIPE SCHEDULE 40 P.V.C. 4" CAST IRON OR END CAPS ON ALL PIPES p 3" LAYER OF DIST=27.3 SLP=0.045 5' ON CENTER 12"min. 4" CAST IRON OR SCHEDULE 40 P.V.C. DIST.=60.3 SCHEDULE 40 P.V.C. SLP.= 0.005 1/a"-1/z" SLP.=0.0E CONCRETE COVER WASHED STONE INVERT DIST:=12.8 DIST.=38.50 0 0.,0..0. , o"0"0"0"0"0"0"0"0"0"o"0"0"0"0 o"0"0"0 0 0 o8go"0"0"0"0 0808080" FLOW LINE - SLP.= O.02_�78 94 60 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o c ELEV.= 96.5_ _ 95.29 LEV:=__-_ 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ELEV.-____ 10" MIN. _o_o_o_o o_o_o_o_o_o_o_o_o_o_o_o_oo_o_o_o_o_ _o_o_o_o_o_o_o_o_o_o_ ELEV.= 95_04 g" LAYER OF THE LENGTH OF ELEV.___ _ V.= 94.61 °o° /4" To 1-1/z' OUTLET TEE IS 6A F O v v v U c� U U U u U U u O O U U U U U co)U O c WASHED STONE DETERMINED BY THE LENGTH OF O O O O O O O O O O O O O O O O O O O O LIQUID DEPTH OF LIQUID OUTLET TEE DISTRIBUTION BOX n:,0,�0 O O O O 0 O,�O�O�OnOn7 O,�O O ;O„O�O„O�O� ' ELEV.= 93.91 poxTHE TANK RIe DEPTH BELOW FLOW LINE (S :CHART AT RIGHT) 4 FEET.......14 INCHES IF MORE .T. HAN 4' OF COVER, A 5 FEET.......19 INCHES USE H-2 LOADING USE STONE 1500 GALLON SEPTIC TANK 6 FEET........24 INCHES TO BE WET. TESTED IF TO LEVEL THE 7.9 SEE 310 CMR MORE THAN ONE OUTLET. TO BE PLACED ON STONE OR 15.227 (6) BED AS NEEDED. MECHANICALLY COMPACTED SOIL. TO BE PLACED. ON L6 OF STONE OR - - - - - - - - - - - - - - - - - - - - � - USE A TANK WITH THREE COVERS. MECHANICALLY COMPACTED SOIL. BOTTOM of TEST HOLE OR USCS PROBABLE WATER TABLE ELEV USE H-20 LOADING SOIL TEST DONE BY: ,J.E. LANDERS-CAULEY P.E. IF MORE THAN 4' OF COVER. WITNESSED BY: DON DEMARAIS _-__________ PERCOLATION RATE: -5---MIN/INCH P# 10981 s• AYE""OF 70A u u u 2 TEST HOLE 1 DATE: 0f 07L05 ELEV._97_Q___ . `oo-o o_o; HED 3TONe ROFPROFILE OF DEPTH HORIZON TEXTURE COLOR MOTT. OTHER o 0 0 0 o o° sN4To ,TONE MASHED STONE SEWAGE DISPOSAL SYSTEM - 5 PERFORATED PIPES NOT TO SCALE 0-8" O/A LOAM SECTION A-A 8"-42" B LOAMY/ FIN 2.5Y 6/4 I HEREBY AT' I AM A SAND CERTIFIED 121�L�f IN THE COMMON .C4HUSETTS, GENERAL NOTES: 42-74 Cl MED COARSE2.5Y 5/6 PERC & 42" DOWN AND TH A OR THE SAND SOIL T ! I �t 74-132" C2 MED SAND. 2.5Y 6/4 -- 1. THIS PLAN .IS FOR THE CONSTRUCTION OF A NEW SEWAGE DISPOSAL SYSTEM. ---- %a -- -- 2. PLAN REFERENCE L.C. 38973 B LOT 2 BARNSTABLE REG. . OF DEEDS. DAT 9��FS 3. THIS PLAN IS FOR THE INSTALLATION /REPAIR OF SEPTIC SYSTEM .. TYPE_ 1 SOIL LESS THAN 2 MPI DE,o A: AND NOT TO BE USED FOR SURVEYING AND ZONING PURPOSES. 4. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM' TO D.E.P. TITLE 5 AND THE TOWN OF BARNSTABLE RULES .AND REGULATIONS NUMBER OF BEDROOMS -5_-_______ FOR THE SUBSURFACE DISPOSAL OF SEWAGE. TEST HOLE 2 DATE:05107L05 ELEV._97.0___ 5. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO WITHIN GARBAGE DISPOSAL _N_0_NE_(0�----- 12" OF THE FINISHED GRADE. DEPTH HORIZON TEXTURE COLOR MOTT. OTHER 6. EXISTING AND FINAL GRADES SHALL REMAIN ESSENTIALLY THE TOTAL ESTIMATED FLOW �,5Q_--__ GPD SAME, UNLESS NOTED BY FINAL CONTOURS. O_8" O/A ( 11(L__ GAL./BR./DAY X 5-___ BR. ) 7. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL. BE CAPABLE OF WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR 8-42" ' B LOAMY/ FINE 2.5Y 6/4 SEPTIC TANK CAPACITY ,.,5QQSCL,__ WITHIN 10' OF DRIVES OR PARKING AREAS. H-20 LOADING SAND SHALL BE USED UNDER OR WITHIN 10' OF DRIVES OR PARKING . LEACHING AREA REQUIREMENTS AREAS UNLESS NOTED. 42-70" Cl MED./COARS 2.5Y 5/6 8. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL SOME COBB E SIDEWALL AREA 0____ GAL./S.F. BE MORTARED IN PLACE. BOTTOM AREA _750,___ GAL./S.R 9. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH 70-126" C2 MED.SAND 2.5Y 6/4 . DEEDED OR ZONING REGULATIONS. OWNER/APPLICANT IS TO LEACHING CAP.(BOT. & SIDEWALL)_555 _ GAL. OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. 10. THE EXCAVATOR/CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO ANY EXCAVATION. NO WEEPING,NO MOTTING,NO 120 RESERVE LEACHING CAPACITY _555 ___ GAL. APPLICANT: STEVE McELHENY DATE: 10/14/05 d REV.DATE 5/26/06 SHEET 2 OF 3 JOB # 1490 E , SOIL TEST DONE BY: J.E. LANDERS-CAULEY P.E. WITNESSED BY: _DAVID_STANTON ----------- PERCOLATION RATE: _5MPI MIN/INCH P# 11307 TEST HOLE 3 DATE: �L 51a6_ ELEV._9�5 OT OTHER M T. DEPTH. HORIZON TEXTURE COLOR � 0-9" O/A 4 I HEREBY A T THAT I AM A CERTIFIEUATOR IN THE LOAM* 2.5Y 6/4 CoMMo �� ACHUSETTS, 9 38 B AND AS T FOR THE *TRACE SIL LOAM SOIL H AL 38-120" C MED.SAND 2.5Y 5/6 _ -� ______ 24 GAL. < MIN. PERC HOLE 46"TOP TEST HOLE 4 DATE: ELEV:_99.0___ DEPTH HORIZON TEXTURE COLOR MOTT. OTHER 0-8" O/A 8-46 B SANDY LOAM 2.5Y 6/4 40-120" C MED.SAND 2.5Y 5/6 NO H20,NO MOT ING,NO PERCHED WATER 24 GAL.<9 IN. PERC HOLE 52"TO TOP 1 APPLICANT: STEVE MCELHENY DATE: 10/14/05 REV. 5/26/06 SHEET 3 OF 3 JOB # 1490 F.F. ELEV.=100_0 20'min. - 98 5 97.2 PROPOSED ELEV. ELEV.= 98.0_ EXISTING 4" CAST IRON OR CONCRETE COVERS SCHEDULE 40 P.V.C. \ 4" DIA. SCHEDULE 40 PERFORATED PLASTIC PIPE 4" CAST IRON OR END CAPS ON ALL PIPES DIST=27.3 SLP=0.045 4" CAST IRON OR SCHEDULE 40 P.V.C. 5' ON CENTER 12'�min. A 3" LAYER OF SLP._ 1/8"-1/2" DIST.=FO.3- SLP.=0.02_ SCHEDULE 40 P.V.C. CONCRETE COVER DIST=38 5O v WASHED STONE INVERT DIST.=12.$ FLOW LINE SLP.=0.02 94 60'o o"o 0 0 0"0 0 0 0"0 0"0 0 0 0"0 0 0 0 0 0 0 0 0 0"0 0 0"0 0 0 0"0"0 0 ELEV.= 96.5 ELEV.= 95_29 — _ INVERT ELEV.___ o°o°o°o° °o°o°o°o°o°°°o°o°o°o°o°°°o°°°o°o°°°o°o°o°o o°o°o°o°o°o°°°°°o°°°o� 10" MIN. _o_o_o_o o_o_o_o_o_o_o_o_o_o_o_o_o_o_o_o_o_o_o_o_o_ _o_o_o_o_o_o_o_o_o_o_c 95.04 v < 6" LAYER OF THE LENGTH OF ELEV._____ ELEV.= 94.78 ELEV.= 94.61 °Q°. /4" TO 1-1/2' DETERMINED BYITHEeAF LENGTH OF -- °OuOu0 0v0v0v0VOVOUOVOVOQ. QOQOU UOVOVOVOVOQOCWASHED STONE LI UID DEPTH OF LIQUID OUTLET TEE DISTRIBUTION BOX ,ono O O O O O O,\O,�O�OnO� -) O,�O O,_,O O 0-c O� ELEV.= 93_91 THE TANK USED. DEPTH BELOW FLOW LINE (SEE CHART AT RIGHT) 4 FEET.......14 INCHES IF MORE THAN 4' OF COVER, j A 5 FEET.......19 INCHES USE H-20 LOADING USE STONE 6 FEET.......24 INCHES TO BE WET TESTED IF 1500 GALLON SEPTIC TANK SEE 310 CMR TO LEVEL THE 7.9 TO BE PLACED ON STONE OR 15.227 (6) MORE THAN ONE OUTLET. BED AS NEEDED. MECHANICALLY COMPACTED SOIL. TO BE PLACED ON j 6 OF STONE OR - - - - - - - - - - - — - USE A TANK WITH THREE COVERS. MECHANICALLY COMPACTED SOIL. BOTTOM of TEST HOLE OR USGS PROBABLE WATER TABLE ELEV =86.0_ i USE H-20 LOADING � IF MORE THAN 4' OF COVER. SOIL TEST DONE BY: J.E. LANDERS-CAULEY P.E. � WITNESSED BY: DON DEMARAIS --------- PERCOLATION RATE: __5---MIN/INCH P# 10981 3" yAYER"OF TEST HOLE 1 DATE: aV-A7-ZUL ELEV.-97_0 --_ `_'o`o"o vWo v ;oho`oho;o�o� wnsxei3 STONE s• uvER oe PROFILE OF DEPTH HORIZON TEXTURE COLOR MOT7 OTHER SEWAGE DISPOSAL SYSTEM 5 PERFORATED PIPES NOT TO SCALE 0-8 O/A LOAM SECTION A—A 8"-42" B LOAMY/ FINE 2.5Y 6/4 1 HEREBY AT I AM A SAND CERTIFI L0 TOR IN THE COMM p� ACHUSETTS, GENERAL NOTES: 42-74" C1 MED COARSE2.5Y 5/6 PERC & 42" DOWN So N AL FOR THE SAND ER C,LEY � 1. THIS PLAN IS FOR THE CONSTRUCTION OF A NEW SEWAGE DISPOSAL SYSTEM. 74-132C,2 MED SAND 2.5Y 6/4 : 35101- 2. PLAN REFERENCE L.C. 38973 B LOT 2 BARNSTABLE REG. OF DEEDS. 3. THIS PLAN IS FOR THE INSTALLATION /REPAIR OF SEPTIC SYSTEM TYPE 1 SOIL LESS THAN 2 PI AND NOT TO BE USED FOR. SURVEYING AND ZONING PURPOSES. e ATA: 4: ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P: , NUMBER OF BEDROOMS _ TITLE 5 AND THE TOWN OF BARNSTABLE RULES AND REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. TEST HOLE 2 DATE: 05f07L05_ ELEV._�7.0___ 5. ALL COVERS TO SANITARY UNITS SHALL BE "BROUGHT TO WITHIN : GARBAGE DISPOSAL -NO-NI-(0i------ 12" OF THE FINISHED GRADE. . DEPTH HORIZON TEXTURE COLOR MOTT. OTHER 6. EXISTING AND FINAL GRADES SHALL REMAIN ESSENTIALLY THE TOTAL ESTIMATED FLOW -15,54----- GPD SAME, UNLESS NOTED BY FINAL CONTOURS. 0-8" O/A ( 110--- GAL/BR./DAY X -5---- BR. ) 7. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR 8-42" B LOAMY/ FIN 2.5Y 6/4 SEPTIC TANK CAPACITY J.50-0-L,&L.-- WITHIN 10' OF DRIVES OR PARKING AREAS. H-20 LOADING SAND SHALL BE USED UNDER OR WITHIN 10' OF DRIVES OR PARKING LEACHING AREA REQUIREMENTS AREAS UNLESS NOTED. 42-70" C1 MED./COARS 2.5Y 5/6 8. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL SOME COBS E SIDEWALL AREA 0____ GAL./S.F. 'BE MORTARED IN PLACE. BOTTOM AREA _75N___ GAL./S.F. 9. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH 70-126" C2 MED.SAND 2.5Y 6/4 DEEDED OR ZONING REGULATIONS. OWNER/APPLICANT IS TO LEACHING CAP.(BOT. & SIDEWALL)_555 _ GAL. OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. r 10. THE EXCAVATOR/CONTRACTOR SHALL VERIFY THE LOCATION OF RESERVE LEACHING CAPACITY -555 ___ GAL. ALL UNDERGROUND UTILITIES PRIOR TO ANY EXCAVATION. NO WEEPING,NO MOTTING,NO H20 APPLICANT: STEVE McELHENY DATE: 10/14/05 REV.DATE 5/26/06 SHEET 2 OF 3 JOB # 1490 SOIL TEST DONE BY: J.E. LANDERS-CAULEY P.E. WITNESSED BY: _DAVI_D_STANTON -------- PERCOLATION RATE: _5MPI MIN/INCH P# 11307 TEST HOLE 3 DATE: 5L25106_ ELEV. DEPTH HORIZON TEXTURE COLOR MOTT. OTHER 0-9" 0/A I HEREBY ATTEST THAT I AM A CERTIFIED S &.LJATOR IN THE 9-38" B LOAM* 2.5Y 6/4 COMMONW - CHUSETTS, *TRACE SILT LOAM AND TH FOR THE SOIL T D #LU 38-120" C MED.SAND 2.5Y 5/6 N LEY ` 0 U ---DA - 3Ttut.N E ---- p 24 GAL. < MIN. PERC HOLE 46"TOP ` TEST HOLE 4 DATE: 5V-25Z0_6 ELEV._99.0___ DEPTH HORIZON TEXTURE COLOR MOTT, 'OTHER 0-8" O/A 8-46 B SANDY LOAM 2.5Y 6/4 40-120" C MED.SAND 2.5Y 5/6 NO 20,NO MOT ING,NO PERCHED WATER 24 GAL.<9 MIN, PERC HOLE 52"TO TOP APPLICANT: STEVE MCELHENY DATE: 10/14/05 REV, 5/26/06 SHEET 3 OF 3 IJOB # 1490 - I it ----- f k�k t t1 42 u� 2s7 I A z o C- .2 I m i i i AT�C14 S LF_t F-I�.nl - ']3 L20Ok� C/I TvJA 3 � olC i c= MT .. .FACT t�EvAT,arl f�E NEtiI l G;i�oc E7 i F-c Eiv 1 1 r' 1 r., _ 1"�Kio 3 s�JO lMS�- p f� S�crlcr,l I ro Co `'�'rI' t t w� •t � ITV^J� 1 Wi t t WS`/ t pltt-Br q p Qi s-� •6pD� WH 20 a Q s " 0 W gEDRO M �� >a W �:D x W a d (z� C:.? ' 20 4x BPS ® H ) Ob t t &FO`O b 5Af D b t mos. %TBAT 29-2 11• CUDM 2S2S BIFOID tt I W._2 oq U) Y-2 Ire S-r 74 i? Cif, cAWm' cAWR, . t S-1 at E- -- U) T 3VC—O. (V r h—f r0 r4' w4F w4F TS3N' S-2— IV-11 iv /'-r IP+ ® Lt FOYER TYP.4x4P.T.POSTWF _ } t x511x6CASBJG r —J T8 C-S _ P/'�"I r, MINE OF 8.F. T'IF ( W ABOVE r� ) CUDH MARVI CLUIR § M 3Pl6 3028 / I 4S NN b acxsa 1{ srOw f ( H QI rU) 1(_ LIN O S.F.ABOW COVER I{ ISLAM I W R 4 PORCH ED LIVING I MARWN `J-' _T ROOM DwN2�e 'Z O KITCHEN W O 1 u�Yolirw QwnERl { MARve4 1^rJ, § m UNE OFSF. ClAH2B26 v � � ICI ABOVE -j DINING ----------------�� - M I D r ROOM psi �+�II 2S-x BC 2mco 2S2S CUD" /-i I 6 2826 2826 2826 CUM N CUM CUDHT CwHT CUDHT 6 N _.•.,u1 2025 •{j..1+' _ +_O" ABOVE ABOVE ABOVE `Y �.2,K Ta NOTES: 2,IT DATE zB2B s-2,rt °- 1.) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS TJ,rt s-21IK ,rs &DIMENSIONS IN THE FIELD 5r19/2006 ry av 4--P ad s-21,F T-37M TJM S-2 MT 7-117W zl/nc 7.71 2.) CONTRACTOR TO VERIFY ALL INTERIOR&EXTERIOR MATERIALS, DETAILS,&FINISHES IN THE FIELD WITH OWNER JOB N O. lsa TO ,To ,sa 3.)ROUGH OPENING HEAD HEIGHT OF WINDOWS AT F FIRST FLOOR TO BE 8'-10"ABOVE SUBFLOOR M O E L 4.) ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS FIRST FLOOR PLAN STATE BUILDING CODE THE DESIGNER SHALL BE NOTIFIEDIF ANY 5. ALL STRUCTURAL DETAILS TO BE DETERMINED BY A LICENSED STRUCTURAL ERRORS OR OMfSG10.PRE FOIRiOON DWG.Y G. NO. THESE DRAWINGS PRIOR TO START OF FIRST FLOOR =1814 S.F. ENGINEER.ANY ON SITE STRUCTURAL CHANGES AFTER CONSTRUCTION CONSTRUCTION.THE SUILDRIGC RACTQR WRL SE RESPONSIBLE FOR THE CONTENT SECOND FLOOR =860 SF. COMMENCES TO BE VERIFIED BY SAID ENGINEER. INTHESEORAWINGSIFCOFARRUCTION COVERED PORCH-329 S.F. 6.) PROVIDE UTILITY INSTALLATIONS FROM STREET TO NEW HOUSE COMMENCES WRHOUT NOTFYMGTHE DESIGNER OF ANY ERRORS OR WSSIOM VIA UNDERGROUND CONNECTIONS TO COMPLY WI ALL LOCAL CODES THESE DRAWINGS ARE SOLELY FOR THE USE ©SMOKE DETECTOR OF THE OWNER NOTED.ANY OTHER I OF 7.) ALL CONCRETE USED FOR FOUNDATION WALLS,FOOTINGS&SLABS THESE DRAWINGS REQUIRES THE YIRIREN At CONISEW Q MS CARBON MONOXIDE DETECTOR TO BE 3000 PSI ARE PROTECTED UND THE ER'THE THESE F�CTtW COPYRIGHT PROTECTIONACT OF IM, t6A *~ 1�C CD c) � Z4 \ \\ O a 1 t \ i 9 Od t \ \ 1 \ i t 1 \ � tcs 5 1'X CLOS1MAW. \ *41 \ q y gEpROOM 44 It § a § 7_r MARNN GWN N32 ti, 2aW Fl1tED GBEMEM O�i1OH {•� \ q ' COMWNg710N ]{1A CLOS` 4\ �UjMARVIN uMWX a 1A1{ ��,,,� \ O ON GABLE OW,{t Z{1' tad D'-S ABOW 1'd % 4 E- TS 1N• T-1t 3'f .1'-ff T-21? Sd 3 t t? 4+"•�_ \ V 1 MANHIN ^l b, BATH \ GWN?i POETIi POST IA S DOWN SX SDOWN w AM POS MARVIN T Ii h D T6*BS uwNzrrz —T 4 •tr' s• J '� tb F�-1 N O LIN. t ® w a ra •d 3-n• � � 1 4 b ----------- MANvrcr CLOS� E'-1 f------- b ————————- uwNxa HALL © � W a' I�LINE OF WALL ( iv b BIFIXD r � Q I 880W � I I I 16NQ I 1("1•�Y Q POSTw ?,� b O w - BEAM § O 1 b LIVING za Q BEDROOM#2 cMARVIN ue" W O w ROOM —.w BELOW CLOS. I BEDROOM#1 �d W I b CO I W Mx. ccimN OWN SCALE I I h L——————————— —'—————————————— IWR N Ip b MAiMN MAPYM GMM T@ 1/4" = 1�-0N c"MAIlNN CIgN C ON OASIS 4 'dl{ ffiU 4 ABOOE . DATE . 5/19/2006 s•-B na z-n Tm• z-+�]ia v e ve rav zm m 7-117c 7-2111- J 0 B NO. MCEL 134 LTd 1Td 164 DWG. NO. SECOND FLOOR PLAN A2 cp a-, 1 g{ C\2 Z^ 1�- j 1 e«ccw� t Wv 1 1 11 1 1 _ y a W 1 FW 1 i 11 1 W �D� w o<4 w P.T.PLYMOD (2 LAYERS) It]AT ENGINEERED �2MB 1 1 P.2u VM FLOOR"'St1 1 uNOPs WtJ'•A 1 2 RIM NSIMTION b yy a 1 1 1 �I ` 4 > B,el DETAIL AT FIRST FLOOR 11 m EJ� RWALL 1 SCALE:112"=T-0" 1 � F111.1-MEN-( 1 1 a 1 1 ® 1 1 z tSd 24? ttd 1 e_a 'Lu',�ERWj1 S-Pt 1 1 O 1 1 1 T•.W 321 \ TY I1 r-- - -- I L I1 �Ta W.A. — e-a' Bd P.T.2.ft0Wow Pba j ( © PKT. TYP.t0 DIA SONOTIAHM colta IT '>'R TYPAr__ ES ToI BELONGRADE FTG I © TOED•BELOW GARDE 1 � � � . 3 P.T.2x tO" 1--, P.T.2K to)EDGER BOARD IRO BOITEDTO s.t BOLID BLOCKINGw(Z)LEOGEAIOKBOLTa ttP tB R.n wJOIBTa HANGERS AT BOTH ENDS F_ 7 FRA1AH0 STEEL,u Uf 7 FRMAK• LOWA9IW I YP.T.2x 'L�\ r, b iS y"�Pua'D' I TYVICwLII a 1?WILL aPRB�GFIELO PIATE I 6-:V� TOM BELOW GRIDS , J F0.i�l Q STFJ:L ULLY COLLI N LD I It 7W ENGINEERED FLOOR JOISTS Q 1Be.n w SPRiNGFIEMI'LATE I 0 IYPIC TEaOF�x tT I TOP.C COALI ¢ �1 7 ( FOUND.V/NI.S b ^ 3P.r.2xtG. I BASEMENT FUJ I i F- O T .FOOTBGB S• w O fANC. (f CONC.SIAF)) I TYP.2.RGID x I I I mwLATKN � w VERIFY ROD"JOISTFRAMING � 1 P.T.2x es t6•en wJOIST — — — — — r R aMIA IOTCHEN CJJetETS w e St a r r r M co I r ; SCALE ,1 N T1P.WpOTOUB iS rm� TO BELOWGRNE DATE PT. I __ 2BLOCK a-0 —WALL Qs®t5•wn 5/19/2006 JOB NO. MCEL FOUNDATION PLAN DWG. N0. NOTE 1.VERIFY ALL FRAMING DETAILS YW ENGINEERED JOIST SUPPLIER PRIOR TO START OF CONSTRUCTION 2.USE SIMPSON JOIST HANGERS ON ALL JOISTS 3.FOLLOW ENGINEERED JOIST MANUFACTURERS FASTENING REQUIREMENTS 4.VERIFY ALL FRAMING DETAILS 3 SIZES Wf STRUCTURAL A3 ENGINEER PRIOR TO ORDERING MATERIAL • E i i i i 0 IN i iz D Q r r r n r V - ------------ ,r - ' � t 1 i , � \ t �� `t 1� ', `� 1',� � � `'` ' '` •t. ` � ;--jam ' t t ` j-.2si r�cvz FZ�1uninLC-z �'Lft.�l SCALE. APPROVED BY: • ���••r�•-p'• DRAWN er DAi£: Slt']r0(� REViSEp DRAWING NUMBER I�AN RURm OY RO.l000�GlARIA1/I• � I f - - vfEz9 vll. X a 'Is`�TYp� 9k$KM to" 4{SS �" '�z� PLATEFie, I I"�.�v�� rwna i 'la Ki"Ln(a 1 rs - - - " o z t ._Smim HSS to x3(B= _ /b II a x HSS 6xgx%q• �� f5.r o 6 z.PL-F t f% �. m ?� R A.^+sET P'I-RTE L {"A-4 o - To HSS ki RA �H H6S loxta>i 3fa' ---- - � {1Tfa" SotsT --- fr_usHG Ta? To 'kSS {'l- 1 r I t ol {r T N �V ' n � D N if W Y. x L .. S z-CO•.A Ft_Oo Z �2 a,�•••r�L �L fl r-F SCALE: '�-I•_ '�-0� APPROVED M: DRAWNw DATE: s t-1'OG REVISED DRAW MG RU,B s Z- »:z� wuR®or ru uaw cbwvRwr. i t f � I i I i I - Zx4 Wtit-1. - 2'Z.XIo rin}Z 2`2X�o ��GGK I III GR I = r U N ►� fqFl r E i \ A 4r, r N _ � V � zOOF F'r� ace ��R 1 APPROVm BT: .l SGLE: - DRAWING NUMBQt S3 f�1[S� �n®OM Y6100tl1 dlMVR1aI♦ ACCORDING TO THE C.O.MM. WATER DISTRICT, THIS LOT HAS A MUNICIPAL WATER ACCOUNT (TOWN WATER) S71°30'00.. E as co 0) 308,29' co I a a o co• ► z EXI TING HOUSE ► FIRS FLOOR ELEV. 100. LOT 12 Ji LOCATION OF ► NO DWELLING WITHIN 50FT EXISTING LOT ► SEPTIC SYSTEM PROVIDED BY OWNE 95,062f S. F. ---- o W 15 --------------0. ; S2 d ,O O' � � ► ' I o ► CO PAI?,DQCK RESERVE 60't x 50'f oy ! AREA r —.RIDING _RING /y 1 THE PADDOC j,I, 1S GRIT ENE 40't xx 45't aa.5o' % PRI- ZOOFROM frills a � o BARN i PADDOCK $ A' �-�/ 40'f x 60't 1.50 j CO o UR 3a.00' C EA PAST 10, i1'�DE DRj i ~ NOTES: �wAY l O AR PRIVATE WELL IS GREATER THAN / �y LOT 2 IS SHOWN IN THE "C" FLOOD ZONE. / TT `` 200' FROM THIS LOT LINE Ns7°3340,. �o V THE EXISTING LOT COVERAGE IS 41 o 00,000± S.F. (0.0%). cv 80 THE PROPOSED LOT COVERAGE IS 5' e w 4,237.4t S.F. (4.5%). / HOUSE # 73 / / / PRIVATE WELL IS GREATER THAN N75°05'10" 200' FROM THIS LOT LINE W 244.97. l SITE PLAN / PREPARED FOR i STEVE MCELHENY OF 73 CROOKED CARTWAY 3. rtrY MARSTON MILLS, MA ACCORDING TO THE C.O.MM. NO DWELLINGS WITHIN 50FT WATER DISTRICT, THIS LOT HAS J.E. LANDERS—CAULEY, P.E. A MUNICIPAL WATER ACCOUNT h' CIVIL ENVIRONMENTAL ENGINEERING 0 15' 30' 45' 60 ( ) t TOWN WATER P.O. BOX 364 WEST FALMOUTH, MA 02574 (508) 540-7733 ph. (506) 540-3022 ph. 508 540 — 3344 fax ,� �, z4 ASS. 065-0 3002 DRAWN BY:7 OJDR SCALE: 1 =_30 _ - SCALE: 1" ' JOB NO. 1490-07 SHEET: 1 OF 1 I LOCU LITTLE POND RACE LANE `' -� `---- 19 0� MYSTIC `9cS LAKE CP E 4 00 _ --_-� �� - 29' LOCUS MAP 97 ol 1 N MARK: H \ ^� -' �� TOP OF STK=99.1 o co' z 995 Z. -'4 BEDROOM HOUSE 96 FIRST FLOOR ELEV. 100. W t NO DWELLING WITHIN 50FT 98 '`,� LOT 2 95,062± S. F. o loe 3 ' TP O O 1 RESERVE,-` 4�AREA 3p.0 ,r`- ---_-----_ 195'X 140' RIDI9GRjNG 30'X45 PADDOC10. , i 60'X 36,+ 30'.X45 BARN � V. PADDOC,X 100.5 1 I 140. NOTES: 10 �, i Q 17D DRZyEIVAy LOT 2 IS SHOWN IN THE "C" FLOOD ZONE. I r ` N673540" V 1 0THE 0 EXISTIFG LOT COVERAGE IS /R THE PROPOSED LOT COVERAGE IS CO 4,237.4f S.F. (4.5%). HOUSE # 73 1 EXTRA FLOW FOR BARN N75 05'10„ c9 f SITE PLAN PREPARED FOR ` STEVE MCELHENY +\ ,/ JO N �G OF j Efi CAULEY 73 CROOKED CARTWAY NO DWELLING WITHIN 50FT No.35101 MARSTON MILLS,MA ST Quo J. E. LANDERS—CAULEY, P.E. CIVIL ENVIRONMENTAL ENGINEERING 0 15' 30' 45' 60' P.O. BOX 364 WEST FALMOUTH, MA 02574 (508) 540-7733 ph. (508) 540-3022 ph. 508 540 — 3344 fax SCALE: 1" = 30' ASS. 065-04-02 DATE: 10 14 05 SCALE: 1" = 30' DRAWN BY: DLC REV.5 26 06 DLC JOB NO. 1490 SHEET: 1 OF 3 , Lr — _ __ _