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0107 BLUFF POINT DRIVE - Health
11-07 -Bluff-,joint COtuil. - _ ----.-- -- .' - -- - - -- -- ,-- - - - - A= 034--lea r t 1p]�/ TOWN OF BARNSTABLE LOCATION 107 W t Point Orj& SEWAGE#. 2013- 77, VILLAGE C"'U d 1 ASSESSOR'S MAP&PARCELLef INSTALLER'S NAME&PHONE NO. CWr-,, iJe En}erpriSU 5�63?_i477—a,$77 SEPTIC TANK CAPACITY 55M G;d J aYN 3 LEACHING FACILITY:(type) -76 (size) o7 NO.OF BEDROOMS OWNER Su 11 i V Ck PERMIT DATE: 10/87/401 3 COMPLIANCE DATE: .. Separation Distance Between thefa/zS -'cog /(/O Wa'Fe^ L'ri'1 GCStdN e ci I?$ Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility Of any wells exist on , / site or within 200 feet of leaching facility) N Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) ( /� Feet FURNISHED BY 44C— r Gcitm� ® ® O X�pfi A-1=65 (3-1=35.� A-a=5-7 13 d-3f�5, A-3=516 L o, A-4--9 3 A►, =/fly3r `S Jt/p • fl"A Vu� gfvw'n No. V o `LS Q Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN.OF BARNSTABLE, MASSACHUSETTS Yes ftprication for disposal 6pstem Construction Permit Application for a Permit to Construct( ) Repair( ) Upgrade(V<Abandon( ) omplete System ❑Individual Components Location Address or Lot No. Owner's Name,Address,and Tel.No. l e n MCke�, Assessor's Map/Parcel 03 '—A Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. �x� C� ,, C w�GQe Nil- Af4eA 77—s-313 TI pe of Building: Dwelling No.of Bedrooms l Lot Size 7 V� 7sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided � , gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil 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. Signed k Date Application Approved by r ", / ! Date ( d •�.� oj�. Application Disapproved by Date 17 for the following reasons Permit No. Date Issued %U d / a No. V U � ^'.�'"%''^ �(-= �,.y ;Fee r/OCJ i THE COMMONWE\LTH OF MASSACHUSETTS Entered in comifter: -Yes PUBLIC HEALTH DIVISION :w,TOWN...OF BARNSTABLE, MASSACHUSETTS 1 Rpplitation for Misposal *pstrm Construction Permit Application for a Permit to Construct( ) Repair( ) Upgrade(,/Abandon( ) PtImplete System ❑Individual Components p Location Address or Lot No. n/ �0 fN Owner's Name,Address,and Tel.No. ' �U 7 Assessor'sMap/Parcel 03y— 06 7 (��;� Innnstaller's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. w.64 �a�.er IMl#,,�,� 97 7-S313 Type of Building: t' Dwelling No.of Bedrooms Lot Size U/ ��� sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 4p, r gpd Design flow provided !� gpd Plan Date Number of sheets Revision Date Title z ` Size of Septic Tank Type of S.A.S. 'r ~ 'Description of Soil Nature of Repairs or Alterations(Answer when applicable) I 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. t `:. Signed n Date Application Approved by -y r Z '� jr f,c, Date 11} Application Disapproved by Date ' for the following reasons • Permit No. 0 o Date Issued /© (3 ----------------------- ----------------------- PG+ d P T THE COMMONWEALTH OF MASSACHUSETTS U BARNSTABLE,MASSACHUSETTS 9afbFIr (Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded( ) Abandoned( )by G,er L..,i Cte at ' 71-6 w /— n 4 r n +/f ,A has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No.,�0o�-3`/7 dated OA/3 Installer C 6y2e!rW, Designer Ar #bedrooms S Approved des` flo, / �desSed. � god The issuance oft is je it shall not be construed as a guarantee that the system w)11 fu tton as Date 01 ' Inspector ---------------------------------------------------------------------------------------------------------------------------------------- No: �o(5 Fee al/ — THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Misposal bpstem Construction Permit Permission is hereby granted to Construct( Repair 1( Upgrade( ) Abandon( ) System located at f U 7 and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction�Iust be completed within three years of the date of this permit. Date 0 12S- "OV U 1 j (--1 l 1,Xq1 Approved by � . 1 f Town of Barnstable y�rOt ? regulatory Services Richard V. Scali, Interim Director 'SrAB`E ' Public Health Division Thomas McKean, Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer & Designer Certification Form „ Date: ! I Zy i3 Sewage Permit# -2 I' oi3 3q—) Assessor's Map� arcel Designer: %-& - Installer: nn '' Address: 12 -Czss�-w Address: l.S� C �wtieNc.o a-1 S on f o ! CG S,' �✓►4-e �► was issued a permit to install a (dat ) (installer) /� septic system at LO? �LJF f d �` `'� LOB' based on a design drawn by (address) Sim l 11�a�(�tS�L�S �✓�� dated f U (designer) I certify that the septic systern 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. Strip out (if required) was inspected and the soils were found satisfactory. I certify that the septic sy stem 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. Strip out (if required) was inspected and the soils were found.satisfactory. "' Nance with the terms of I certify that the system referenced above was constru# t§0 p the M approval letters (if applicable) A. � CIVIL � aller's Signa ) v5� o g� � .� 01 810p;PA. (Designer's Signature) (Affix Designer's Stamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COlYIPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FOR AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK.YOU. Q:\Septic\Designer Certification Form Rev&14-13.doc i No. l./ + ` ; �, FEE t� f Board of Health, 3AMSTR'�LC MA. APPLICATION FOR DISPOSAL SYSTEM CONSTRUCTION PERMIT Application for a Permit to Construct( ) Repair( ) Upgrade)4 Abandon( ) - Complete System 0 Individual Components Location I C)7 9LV V:,r- ?a', -Dizwe Owner's Name ;��P1 N M C Y-S 1 G U 15i 1 Map/Parcel# d 34 Address 23 f5x eCQ-rtV6 OZ "pS O rU Im r� Lot# i, a T- SO PC- 99 Telephone# G 1'7--5�93 S:s-sC I _ ®30.5) Installer's Name Designer's Name DTI✓ lZ f"lC Fri ice' C Address Address Z W� US1 �L Telephone# Telephone# �'F-Lj-7 �5 1 H+ aZ(� Type of Building �S 1 D Af j 4L- r s i fV (�6 /�M( L y✓ Lot Size -78 q 3Z+I-sq.ft. Dwelling-No.of Bedrooms 1 5- Garbage grinder ( ) Other-Type of Building /U/A No.of persons Showers ( ),Cafeteria ( ) Other Fixtures /jt/A Design Flow (min.required) 5 gpd Calculated design flow Design flow provided N5-gpd Plan: Date U i ®� Number of sheets Revision Date Title 49R-0P0SEE $CEP/C S VS 7�W1 [.fP�772�}�`� el-4AJ, 10 7 13l_U Ff::- ?01/VT P07 CO1"� Description of Soil(s) 0-3 to A � T3 '36"-139 C; ' APS> Soil Evaluator Form No. 12� Name of Soil Evaluator QkjCtAC&VCk Date of Evaluation tAA"Y 1 2408 DESCRIPTION OF REPAIRS OR ALTERATIONS 4 S T74-L-- NEW S'E,--I C S 4:3Tefll, 70' ACCOMQPrf tE -97 ,The undersigned s to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and further afire o n o e the systeaiofion opsxatLqn until a Certificate of Compliance has been issued by the Board of Health. Signed Date No. l9 FEE COMMONWEALTH OF MASSACHUSETTS ®0� 00� � � Board of Health, �A�SlMe MA. C-A�0 Gf?, CERTIFICATE OF COMPLIANCE Description of Work: U Individual Component(s) ❑Complete System The u gned hereby certi that Sewage Disposal System; Constructed ( ),Repaired ( ),Upgraded ( ),Abandoned ( ) at d d has been installed in accordance with the provisions of 310 CMR 15.00 (Title 5) and the approved design plans/as-built plans relating to application No. dated Approved Design Flow (gpd) Installer Designer: Inspector: Date: The issuance of this permit shall not be construed as a guarantee that the system will function as designed. No. FEE P p --� C®NIMO EA—Li OF MASS US TTS Board of Health, Al S rf�'Yt �.0 � x.MA. f APPLICATION FOPo DISPOSAL SYSTEM, CONSTRUCTION PERMIT Application fora Permit to Construct(- ) Repair(•,)' Upgrade'� AbandonO Complete System U Individual Components Location . � _u�- 01ri" D)Ave Owner's Name J€A N-. M C_K S 1 Cs U 6 Map/Parcel# 63 o ((o-'7: Address 23 Lot# (,o T S 1 1�i 28d PCB- SS. Telephone# 6 1-7! -_593^ 9S S cl 6 30y) Installer's Name J Designer's Name ►Z �MeFNT6E, rtz Address Address 4t ��LD IZ-�S'1�D Telephone# Telephone# y -7'7-•j 31 MP- O Z 6 yLl Type of Building (VT .L11-r Lot-Size 78 9 Z+el sq,ft. Dwelling-No.of Bedrooms f`S Garbage grinder ( ) ^ Other-Type of Building N;��► No.of persons Showers ( ),Cafeteria ( ) Other Fixtures : Design Flow (min.required) gpd Calculated design flow Design flow provided gpd Plan: Date 8 (f9 I 0 gJ Number of sheets Revision Date NIA, . Title flZ01905—1 1 SE.P1`7c .S yS p:<v lJr°Cr94D t= d°LAN, lU 7 • !fit u F� f ►nrl'' p(2 C�G�y Description of Soil(s). O 3y�� A 3 3&`'-132 C-.. St4ND:, Soil Evaluator Form No..Iz� ` ,2- f 8� Name of Soil Evaluator �kt MC&xV-4-JZ, ^Date of Evaluation DESCRIPTION OF REPAIRS OR ALTERATIONS �1<i t /\j 5'ey-r 1 C $�.ST •"'` TU ACCl)M Gi�I�TC ' The undersignefd agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and further agree i not to place the sysiem�r►opera'on until a Certificate of Compliance has been issued by the Board of Health. :Signed d/ f Date A r IX' No. FEE� - 40 COMMONWEALTH OF MASSH14USETTS s V p 4 2sv ' Board of Health, Al sTA MA fo G CERTIFICATE Of COMPLIANCE Description of Work: O Individual Component(s) U Complete System ,. The undersigned hereby certi tharthe Sewage Disposal System; Constructed ( ),Repaired ( ), Upgraded ( );Abandoned-( ) / 1 , at has been installed in accordance,with the provisions of 310 CMR 15.0..0 (Title 5) and the approved design plans/as-built plans relating to application No 1 t ° l dated Approved Design Flow r (gpd) (: Installer - ' Designer: '( Inspector: Date: 2 The issuance of this permit shall not be construed as a guarantee that the system will func[>on as designed." No.- � !.. ', FEE-t ...✓+_ :COMM. ONWEA TH OF MASSACHUSETTS Board o 'Health Ua2 eU S't31 MA. f DISPOSAL SYSTEM CONSTRUCTION PERMIT :Permission is hereby anted to; Con truct(, Repair( ) Upgrade( ) Abandon( ) an individual sewage disposal system at ) av t .,i C.GJI ( , as described in.the application for Disposal System Construction Permit No. �.J date.d Provided: Construction shall be completed wit in three years of the date f h' pers� it.' ocal o dWQns must be met. Form 1255 Rev.5/96 A.M.Sulkin Co.Boston,MA DatedA/4Board Of Health'" Reparaaon of Plans.and Specifications �o n, �,� ��� �/ Le 0,c.4 f q 5'5— The plans and specifications for every on-site system shall be prrepared as follows: (1) -Every system shall be designed by a Massachusetts Registered Professional Engineer or a Massachusetts Registered Sanitarian provided that such Sanitarian shall not design a. system designed to discharge more than 2,000 gallons per day pursuant to 310 CMR 15.203. Any other agent of the owner.may prepare-plans for the repair of a system.designed to discharge not more than than 2,000 gallons per day pursuant to 310 CMR 15.203 provided they are reviewed by-a Massachusetts Registered Sanitarian and.approved by the.approving authority; (2) Every.plan submitted for approval must be dated and bear the stamp and signature of the designer, (3) Every plan for a new system or plan for the upgrade or expansion of an existing system which requires a variance to a property line setback distance;'must.also reference a plan which bears the stamp and signature of a Massachusetts. Licensed Land Surveyor in accordance with M.b.L.c: 112, § 81D; / (4) Every plan for a system shall be of suitable scale(one inch=40 feet or fewer for plot plans and one inch =20 feet or fewer for details of system components) Ind shall include Z depiction of: (a) the legal boundaries of the facility to be served; (b) the holder and location of any easements appurtenant to or which could impact the b/ system; (c) the location of the all dwelling(s)or building(s)existing and proposed on the facility and identification of those to be served by the system; - ^(d) •-the l-ocation of existing or proposed impervious areas, including driveways and parking areas,, (e) location and dimensions of the system (including reserve area); M. -system design calculations,including design daily sewage flow, septic tank capacity (required and provided); soil absorption system capacity (required and provided); and whether system is designed for garbage grinder, ( ) North arrow and existing and proposed contours; (h) . Iodation and'log of deep'observation Bole tests including the date of test, existing grade elevations marked on each test, and the names of the representative of the . approving authority and soil evaluator, (i) location and results of percolation tests including the aate of test and the names of 'the.representative of the approving authority and sail evaluator, } name and certification number of the Soil Evaluator of record; (k) location of every water supply,public and private, 1. within 400 feet-of the proposed system location in the case of surface water supplies and gravel packed public water supply wells, 2. within 250 feet of the proposed system location in the case;of tubular public - / water supply wells, and / 3. within 150 feet of the.proposed system location in the. case of private water VVV// supply wells; 1 location of any surface waters of the Commonwealth, rivers,-bordering vegetated wetlands. salt marshes, inland or coastal banks, regulatory floodway, yelocity zone, surface water supplies,tributaries to surface water supplies,certified vernal pools,private wafer supplies or suction lines, gravel packed or tubular public water supply wells, / subsurface drains, leaching catch basins, or dry wells; and the V/ location of any nitrogen sensitive area identified'in 310 CMR 15.215 within which portions of the proposed stem are located. L (m) location of water lines and other subsurface utilities on the facility; (n) observed and adjusted ground-water elevation in the vicinity of the system; o a complete profile of the system; (p) •a note on the plan listing all variances to the provisions of 310 CMR 15.000 sought m conjunction with the plan; (q) . the location and,elevation of one benchmark.within SO to 75 feet of the facility which is not subject to dislocation or loss.during construction on the facility; (r) when dosing is-proposed, complete design"and specification:of the dosing system proposed including.but not limited to dosing�chamber capacity'(required* and:grovided), pump curves and specifications,number cf dosing cyCles and depth per cycle; (s) when a Recirculating Sand Filter or equivalent alternative technology is required or oposed,a complete plan and specification for the system,including a hydraulic profile; t a locus plan,to show the location of the facility including the nearest existing street; the street number and lot number,if any, of the facility; and v) the materials of construction.and the specifications of the system. Page 1 of 3 r Home: Departments: Assessors Division: Property Assessment Search Results New Search New Interactive Maps >> i � Owner: 2008 Assessed Values: MCKEIGUE, JEAN S TR 107 BLUFF POINT DRIVE Appraised Value Assessed Value Map/Parcel/Parcel Extension Building Value: $856,900 $856,900 034 /067/ Extra Features: $9,100 $9,100 Outbuildings: $24,400 $24,400 Mailing Address Land Value: $2,556,400 $2,556,400 MCKEIGUE, JEAN S TR C/O SULLIVAN, PAT Totals $3,446,800 $3,446,800 GAME CREEK VIDEO 23 EXECUTIVE DR HUDSON, NH. 03051 2008 REAL ESTATE Tax Information: Tax Rates: (per$1,000 of valuation) - Community Preservation Act Tax $680.40 Fire District Rates Town Barnstable FD-All Classes $2.04 $6.58 C.O.M.M. -All Classes $1.03 Commercial Cotuit FD Tax(Residential) $4,584.24 Cotuit FD-All Classes $1.33 $5.80 Hyannis- Residential $1.53 Personal Property Town Tax(Residential) $22,679.94 Hyannis-Commercial $2.35 Hyannis-Personal $2.35 Other Rates W Barnstable- Residential $1.86 Community Preservation Act 3%of Town Tax W Barnstable-Commercial $1.86 W Barnstable- Personal $1.86 Total: $27,944.58 file://C:\DOCUME—1\miorandd\LOCALS-1\Temp\RR3 7VE5 W.htm 8/22/2008 Page 2 of 3 Construction Details Building Property Sketch LegendProperty Sketch & ASBUILT Cards Building value $856,900 Interior Floors Carpet Style Conventional Interior Walls Plastered Model Residential Heat Fuel None Grade Custom Plus Heat Type None 3; i Stories 2 1/2 Stories AC Type None ' F. , ' f � l Exterior Walls Wood Shingle Bedrooms 9 Bedrooms , Roof Structure Gable/Hip Bathrooms 8 Full +2H S. Roof Cover Wood Shingle living area 7635 Replacement Cost $1071177 Year Built 1862 5, Depreciation 20 Total Rooms 25 Rooms Land CODE 1010 AsBuilt Card N/A Lot Size (Acres) 1.82 Appraised Value $2,556,400 View Interactive Maps >> Assessed Value $2,556,400 � Sales History: Owner: Sale Date Book/Page: Sale Price: MCKEIGUE,JEAN S TR Feb 13 1997 12:OOAM 10610/025 $ BIXBY, BRIAN,TRUSTEE Mar 15 1994 12:OOAM 9079/248 $ 1 SULLIVAN, CHARLES W TRS Jun 15 1985 12:OOAM 4572/313 $ 1 SULLIVAN, CHARLES W TR Jun 15 1983 12:OOAM 3774/275 $0 file://C:\DOCUME-1\miorandd\LOCALS-1\Temp\RR37VE5W.htm 8/22/2008 Page 3 of 3 Extra Building Features Code Description Units/SQ ft Appraised Value Assessed Value FPL3 Fireplace 3 $7,200 $7,200 FPO Ext FP Opening 3 $ 1,900 $ 1,900 FGR8 Gar w/Lft Exce 760 $24,400 $24,400 Property Sketch Legend BAS First Floor, Living Area FST Utility Area(Finished Interior) UAT Attic Area(Unfinished) BMT Basement Area(Unfinished) FTS Third Story Living Area (Finished) UHS Half Story(Unfinished) CAN Canopy FUS Second Story Living Area (Finished) UST Utility Area (Unfinished) FAT Attic Area(Finished) GAR Garage UTQ Three Quarters Story(Unfinished) FCP Carport GRN Greenhouse UUA Unfinished Utility Attic FEP Enclosed Porch PTO Patio UUS Full Upper 2nd Story(Unfinished) FHS Half Story (Finished) SFB Semi Finished Living Area WDK Wood Deck FOP Open or Screened in Porch TQS Three Quarters Story(Finished) file:HC:\DOCLTME-1\miorandd\LOCALS 1\Temp\RR37VE5 W.htm 8/22/2008 i Page 1 of 1 Miorandi, Donna From: PETER MCENTEE [peter.mcentee@gmail.com] Sent: Wednesday, October 02, 2013 8:03 AM To: Miorandi, Donna Subject: 107 Bluff Point Rd Donna, I would like to substitute the 16" High Cap H-20 Infiltrator with the 16" High Cap Biodiffuser. The geometry and area credit are identical. I don't see any difference between this and substituting a 500 gal precast from Acme with one from Wiggin. Please consider this request. Peter Peter T. McEntee PE - Principal Engineering Works, Inc. 12 West Crossfield Road Forestdale, MA 02644 Tel/fax (508) 477-5313 10/2/2013. BOARD 'OF HEALTH TOW K OF ARNSTAB . 0 " ell Co 5tructioupermit No. - �. F Permission is hereby granted. �� �= �i� to Construct {- Alter { ),: or --- ep � ( ) an ivid V1te W a1� . . srr�c - --- ------ -- - as shown o f a p n for a WjDII Ionstructian Permit No. _ — s � Dated — ................. _ r . .. ,- DATE� � Boar of Health— -- j , p y • iu b�. t .. �� ..•i-...�.+rt�tf..t..s....,f+G�»..w�+M.*l a..:.-Az-=,:✓nk", ..... -mow....n.�. .»_r _ -....r .......� f ' ti do r Massachusetts Department of Conservation and Recreation j Massao�,usetts office Of Water Resources 1 z Well Completion Report 18-AUG-09 09:03:55 WELL LOCATION �! _ 263642 ' CPS North: 410 36.667' CPS West: -700 25.959' Address: 107, Bluff Point Drive Property.Owner/Client: Bill Sullivan Subdivision Name: Mailing Address: P.O. Box 462. j City/Town: Barnstable City/Town, State:Cotuit MA Assessors Map: Assessors Lot. #: Permit Number:W2008-044 Board of Health permit obtained: Y Date Issued: 11/14/2008 Work Performed Proposed use Drillings Method Overburden Drilling Method Bedrock New Well Domestic Auger CASING �( From (ft) To (ft) Type Thickness Diameter 1.00 51.00 PVC Schedule. 40 4..00 SCREEN .From (ft) To (ft) Type Sloi'Size Diameter 51.00 -59.00 Stainless Steel Well .010 4.00 Point ( WELL SEAL / FILTER PACK / ABANDONMENT MATERIAL S From (ft) To (ft) Material Description Purpose WELL TEST DATA (ALL SECTIONS MANDATORY FOR P..RODUCTION ,WELLS) Date Method Yield Time Pumped Pumping Level-Time to Recover Recovery (GPM) (bra & min) (Ft. BGS) (Ara & Min). (Ft. BGS) 12/04/2008 Constant Rate Pump 15.0000 1:00 34.0000 0:01 32, STATIC WATER LEVEL (ALL WELLS) PERMANENT PUMP (IF AVAILABLE) Date Depth Below Ground Pump Description: Measured Surface (ft) r� Type: Intake Depth: ( 12/04/2008 32 Nominal Pump Capacity: Horsepower: WELL DRILLER'S STATEMENT i ADDITIONAL WELL INFORMATION Driller: Patrick Desmond Developed: Yes Fracture Enhancement:No Supervisor: Patrick Desmond Rig #: 137 Disinfected: Yes Well Seal Type:`None Firm: Desmond Well Drilling Inc. Total Well Depth: 59.000 Depth to Bedrock: Registration #: 877 Date Compiete:12/05/2008 Comments: OVERBURDEN From To Description Color Comment Water Loss/Add Drill Drill (ft) (ft) Zone of Fluid Stem Drop Rate .00 60.00 Fine to Coarse Sand Brown Yes N/A BEDROCK r From To Code Comment Water Drill Extra Drill Rust Loss/ # of (ft) (ft) Zone Stem Large Rate Stain Add of Frac Dron per. ft F U . ri CERTIFICATE OF ANALYSIS page: , Barnstable County Health Laboratory 1 "sr,r� ;St�ryr Report Prepared For: Report Dated: 12/9/2008 Sally Desmond Desmond Well Drilling Order No.: C0850221 M P O Box 2783 Orleans, MA 02653 ' Laboratory ID#: 0850221-01 Description: Water-Drinking Water i Sample#: Sampling Location: 107 Bluff Point Dr.Cotuit,MA Collected: 12/5/2008 i Collected by: Desmond Well Received: 12/5/2008 [ Routine ITEM RESULT UNITS R.L MCL Method# Tested m ,L 0:,10. 10 EPA 300.0 __:. ,. .12/512008- Nitrate-as Nitrogen � -��`�` - " ' ND � y Copper 0.15 mg/L 0.10 1.3 SM 3111B 12/8/2008 Iron 0.76 mel, 0.10 0.3 SM 311113 12/8/2008 Sodium 38 mg/L 1':0 20 SM 311113 12/8/2008 g Total Coliform 0 CFU1100mL 0 0 SM9222 B 12/5/2008 ' Conductance 350 umohs/cm 2.0 EPA 120.1 12/5/2008 9.1 pH-units 0 SM 45001-1-B 12/5/2008 x I px I Sodium level is above the nravin utn contaminant level. Those on a low sodium diet may wish to consult a physician. The water s ntay present aesthetic problems(taste,odor,staining)due to Iron. Approved"B (LaW hector) } f „ i� i� ,4 t r i' L l ND=None Detected RL Reporting Limit' MCL=Maximum Contaminant Level Superior Court House, PO.Box 427, Barnstable, MA 02630 Ph:.508-375-6605 I . Page: CERTIFICATE OF ANALYSIS "' Barnstable County Health Laboratory ✓yrr�crta5%h Report Prepared For: Report Dated: 12/9/2008. i Sally Desmond A Order No.; G0850221. Desmond Well Drilling i P O Box 2783 Orleans, MA 02653 ' Laboratory ID#: 0850221-01 Description: Water-Drinking Water ' 1 Sample#: Sampling Location: 107 Sluff Point Dr.Cotuit,MA Collected: 12/5/2008 1 Received: 12/5/2008 Collected by: Desmond Well EPA 524.2- Volatile Organics by GUMS ITEM RESULT UNITS RL MCL Method# Analyst Tested Note Dlchlorodifluororrietharfe ' " ND ug/L _.. .. 0.50- EPA 524:2::.. .. _...rn .l2/5/2008__- Chloromethane ND ug/L 0.50 EPA 524.2 yn 12/5/2008 Vinyl chloride ND ug/L 0.50 2.0 EPA 524.2 yn I2/5/2008 Bromomethane ND ug/L 0.50 EPA 524.2 yn l2/5/2008 ug/L 0,5o 1,1,1,2-Tetrachlaroethane ND EPA 524.2 yn i2/moos t 1, ug/L 0.50 200 EPA 524.2 yn 12/5/2008 1,1-Trichloroethane ND l ug/L 0.50 EPA 524.2 yn 12/5/2008 f 1,1,2,2-Tetrachloroethane ND 1,1,2-Trichloroethane ND ug/L 0.50 5.0 EPA 524.2 yn 12/5/2008 ug/L 0.50 EPA 524.2 yn 12/5no08 1,1-Dichloroethane ND f ug/L 1,1-Dichloroethene ND 0,50 7:0 EPA 524.2 yn 12l5/2008 l 1,1-Dichloropropee ND ug/L 0.50 EPA 524.2 yn 12/5/2008 1,2,3-Trichlorobenzene ND ug2 050 EPA 524.2 yn 12/5/2008 3 1,2,3-Trichloropropane ND ug/L 0.50 EPA 524.2 yn 12/5/2008 tt� 70 EPA 524.2 yn 12/5/2008 1,2,4-Trichlorobenzene ND ug/L 0.50 t ND ug/L 0.50 EPA 524.2 yn 12/5/2008 gr 1,2,4-Trimethylbenzene 6 j ND 1,2-Dibromo-3-chloropropane ug/L 0.50 EPA,524:2 yn 12/5/2008 i l 1,2-Dibromoethane(EDB) ND ug/L. 0.50 EPA 524.2 yn 12/5/2008 j 1,2-Dichlorobenzene ND ug/L 0.50 600 EPA 524.2 yn 12/5/2008 1,2-Dichloroethane ND ug/L 0.50 5.0 EPA`524,2 yn 12/5/2008 1 ug/L 0.50 EPA 524.2 yn 12/5/2008 1,2-Dichloropropane ND i 1,3,5-Trimethylbenzene ND ug/L 0.50 EPA 524.2 yn 12/5/2008 i =' ug/L 0.50 EPA 524.2 yn 12l5/2008 1,3-Dichlorobenzene ND } ug/L 0.50 EPA 524.2 yn 12/5/2008 1,3-Dichloropropane ND t' 1,4-Dichlorobenzene ND ug/L 0.50 5.0 EPA 524.2 yn 12/5l2008 2,2-Dichloropropane ND ug/L 0.50 EPA 514.2 yn 12/512008 2-Chlorotoluene ND ug/L. 0.50. EPA 524.2 yn 12/5/2008 ug/L 0.50 EPA 524.2 yn 12/5/2008 4-Chlorotoluene ND Benzene ND ug/L 0.50 5.0 EPA 524.2 yn 12/5/2008 Bromobenzene ND ug/L 0.50 EPA 524,2 yn 12/5/2008 Bromochloromethane ND ug/L 10.50 EPA 524.2 yn 12/5/2008 Bromodichloromethane ND ug/L 0.50 EPA 524.2 yn 12/5/2008 Bromoform ND ug/L 0.50 EPA 524.2 yn 12/5/2008 ND=None Detected RL = Reporting Limit MCL=Maximum Contaminant Level Superior Court`House, PO.Box 427, Barnstable, MA 02630 Ph:508-375-6605 �1 CERTIFICATE OF ANALYSIS Page: 2 Barnstable County Health Laboratory Report Prepared For: Report Dated: 12/9/2008 9 Sally Desmond Desmond Well Drilling Order No.: G0850221 P O Box 2783 Orleans, MA 02653 Laboratory ID##: 0850221-01 Description: Water-Drinking Water E Sample k: Sampling Location: 107 Bluff Point Dr.Cotuit,MA Collected: 12/5/2008 Collected by: Desmond Well Received: 12/5/2008 t EPA 524.2- Volatile Organics by GUMS ITEM RESULT UNITS RL MCL Method# Analyst Tested Note 1 _.. - ug/L _....__ 0:50-.._.. __ .-5.0_.. EPA 524:2. - -n- 1275/20D8------ Car•bon'fetrachlorid`e�" �_ ND -� y Chlorobenzene ND ug/L 0.50 100 EPA 524.2 yn 12/5/2008 Chloroethane ND ugIL 0.50 EPA 524.2 yn 12/5/2008 Chloroform ND ug/L 0.50 80 EPA 524.2 . yn 12/5/2008 cis-1,2-Dichloroethene ND ug/L 0.50 70 EPA 524.2 yn 12/5/2008 cis-1,3-Dichloropropene ND ug/L 0.50 EPA 524.2 yn 12/5/2008 Dibromochloromethane ND ug/L 0.50 EPA 524.2 yn 12/5/2008 Dibromomethane ND ug/L 0.50 EPA 524:2 yn 12/5/2008 Ethylbenzene ND ug/L. 0.50 700 EPA 524.2 yn 12/5/2008 Hexachlorobutadiene ND ug/I. 0.50 EPA 5241 yn . 12/5/2008 Isopropyl benzene ND ug/L 0.50 EPA 524.2 yn 12/5/2008 Methylene chloride ND ug/L 0.50 5.0 EPA 524.2 yn 12/5/2008 Methyl-tert-butyl ether ND ug/L 0.50 EPA 524.2 yn 12/5/2008 Naphthalene ND ug/L o.50 EPA 524.2 yn 12/5/2008 n-Butylbenzene ND ug/L 0.50 EPA 524.2 yn 12/5/2008 n-Propylbenzene ND ug/L 0.50 EPA 524.2 yn 12/5/2008 p-Isopropyltoluene ND ug/L 0.50 EPA 524;2 yn 12/5/2008 sec-Butylbenzene ND ug/L 0.50 EPA 524.2 yn 12/5/2008 Styrene ND ug/L 0.50 100 EPA 524.2 yn 12/5/2008 tert-Butylbenzene ND ug/L 0.50 EPA 524.2 yn 1215/2008 Tetrachloroethene ND ug/L 0.50 5.0 EPA 524.2 yn 11/5/2008 Toluene ND ug/L 0.50 1000 EPA324.2 yn 12/5/2008 Total xylenes ND ug/L 0.50 T0000 EPA 524,2 yn 12/5/2008 trans-1,2-Dichloroethene ND ug/L 0.50 100 EPA 524.2 yn 12/5/2008 trans-1,3-Dichloropropene ND ug/L 0.50 EPA 524.2 yn 12/5/2008 Trichloroethene ND ug/L 0.50 5.0 EPA 5242 yn 12/5/2008 Trichlorofluoromethane ND ug/l, 0.50 EPA 524.2 yn 12/5/2008 Sodium level is above the rnarimunr contaminant level. Those on a low sodium diet may wish to consult a physician. The water f may present aesthetic problems(taste,odor,staining)due to Iron. Approved B (Lab D' tor ND=None Detected RL = Reporting Limit MCL=Maximum Contaminant Level l Superior.Court House, PO.Box 427, Barnstable, MA 02630 Ph: 508-375-6605 ¥ :t" No.-- Fee=��---------------- BOARD OF HEALTH TOWN OF BARNSTABLE 2pp[icat ion,forWell Congtruct ion Permit Application is hereby made for a permit to Construct ( :�, Alter ( ), or Repair ( )an individual Well at: - - 03------- Location — Address Assessors Map and Parcel Owner Address G n,_—_- --- � o-f, 2-18 -0(L2 'ns_MA G"53 - - - - �- — - -i— _— —- ---- �' Installer Address— Iler Type of Building J Dwelling._�_-- -- -- -------- Other - Type of Building-----_—_____—___ No. of Persons--- Type of Well _PbN.# 1 . - --- - fl C.Q-k -mm� apacity----------------------- -- Purpose of Well-Sq. -•---- Agreement: The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The Town of Barnstable Board of Health Private Well Protection Regulation - The undersigned further agrees not to place the well in operation until a Certificate .of Com liance has been issued by the Board of Health. Signe E; — — -!,�i� 0g ---- � aa Application Approved By17 date Application Disapproved for the following reasons: --__. ---__._._—______ date D Permit No. — Issued-----__� __ __ _� --— --- da BOARD OF HEALTH TOWN OF BARNSTABLE Certificate ®f Compliance ^� THIS IS TO CERTIFY, That the Individual Well Constructed (\, Altered ( ), or Repaired ( ) Installer at--_I 0-7 TS1„ � ?.D v* has beef installed in accordance with the provisions of the Town of Barnstable B 7d oHealth vate Well Protection Regulation as described in the application for Well Construction Permit No.. Dated-- - —THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE �— - — Inspector---- -- - -_--_----- - .t 00[/ J-� No.------------ ------ Fee--�-__------------- - BOARD OF HEALTH TOWN OF BARN STAB L•E---- Application-for Vell Con5tructionVermit t 1 Application is hereby made for a permit to Construct ( VAlter ( ), or Repair ( )an individual Well at: a Location — Address — Assessors Map and Parcel Owner ress 1.ejL--,�K-A w-f-5?------------ Installer Drillir Address - Type of Building .. Dwelling,- Other - Type of Building--------------------_ No. of Persons----------------------- Caacit --------- of yPa e. f We P y------------- T --— ---- —--— - Purpose of Well � t>rQ-- --------- - Agreement: ' The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The Town of Barnstable Board of Health Private Well`Protection Regulation — The undersigned further agrees not to ' 3 f place the well in operation until a Certificate .of Compliance has been issued by the Board of Health. Signed d. ----- �^ ate Application Approved By Application Disapproved for the following reasons:-- --=----- — — - -------------------------------- .----- --------------- — date 44�4� Permit No. —0?1-0- —— Issued-------- - ;�'—— ----—-------- dat I_ a �.. --ram f ------ ---s-------arm.....-t-......-r-. :a...r..w+.r....�..r�r..w�r�....►..rr..r....,�..+� -r--� ... BOARD OF HEALTH k TOWN OF BARNSTrA-BLE . Certificate Of Compliance, THIS IS TO CERTIFY, That the Individual Well Constructed ( J! Altered ( ), or Repaired ( ) by--- �E Ss I, t.� Llr�jQIL�I i�l�xs� �- =--- - — -- - ---- -- — Installer at— -i5. � �a; _ 1�c ;J� -- - ---- ----------------------------------------------------------------- has been installed in accordance with the provisions of the Town of Barnstable Boar of Health P ' ate Well Protection Regulation as described in the application for Well Construction Permit No. � ted--"--------- THE ISSUANCE_OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS 4 GUARANTEE THAT THE.WELL SYSTEM WILL FUNCTION SATISFACTORY. s `� ^. rr$r DATE----- --- --- - —-- Inspector--- - —-= ----------- srrro r-rr--rrr-r--r-s---or�r----rsrr-rr® -—------— —- -------------------- ----------r�---r--r---------r-rf-rrr-rrr rasa sr �. BOARD OF HEALTH TOWN OF BARNSTABLE well Con5tructionPermit No. — Fee— -------- Permission is hereby granted- �—nZ rA *IQ\\ I.�,�," YAK ------ - ---------_ -------- -- — 1 = to Construct ( ✓), Alter ( , , or Repair ( ) an Individual Well -- as shown o th ap lic i for a ZI C nstruction Permit I �j J l No. /� Dated -------------------------------- _ __ l goar /f Qith-` DATE /,— -- -- i t Town of Barnstable P# _ . Department of Regulatory Services • t�Rtveree[a :• P116fic ealth D>< ision Date �1 F 200 Main Street,Hyanms•IvIA:026 f Date Scheduled Ttme Fee Pd s. Y of uata: r ity AsSessm ht for Sewage Disposal, Performed By: ✓ ' ` f �Witnessed";By. ` aY1V�4 LQ ATT kN +& EN A .I '(�R T QN Location Address l D 7 �3�1c// '�J�a Owner's Name �e PLe,/6c i^�� � Address CIO /01�— S✓/'d r✓a h . Assessor's Map/Parcel: d Engineer's.Name HVd'S d,,I- Al 03 6�. NEW CONSTRUCTION REPAIR ' Telephone# Land Use S ! ^ \ Slopes(%) ' Z Surface Stones ��4 y 7 — Distances from Open Water Body 7 ft Possible Wet Area�_ft Drinking Water Well �'3o ft Drainage Way 7 ft Property Line 3� VQ ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests 1 ate wetlands in proximity to holes) q� �' red r _ Parent material(geologic) Depth to Bedrock Depth to roundwater:"Standing Water in Hole: t`� I Weeping from Pit Face Estimated Seasonal High Groundwater 13 2 ET MINA'TION"OP.SEAS.GNAL. GH WA'TER.-'� E Method Used: Depth Observed standing in obs.hole: A In. Depth to soil mottles: In. Depth to weeping from side of obs.hole: in, Groundwater Adjustment ft. Index Well# Reading Date: Index Well level AdJ,factor,� AdJ,Groundwater Level R LA XON:VEST Observation Hole# i Time at 9" Depth of Perc 3(p (/A I ?j (h�✓� Time at 6" ._._ Start Pre-soak,Time @ y am —2—Li �cl wok...t Time(9".6") End Pre-soak Rate MinJlnch Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(YIN) 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:\SEPTIC\PERCFORM.DOC DEEP O'BSERVA,'TYON HOLE LOG l p1e# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) sell) Mottling (Structure,Stones,Boulders. (Mun Cons sten v 6 -� C . I'vl EE 'OBER.VATI(31�1OL;E LOG Hale# Depth from Soil Horizon Soi!Texture Soil Color Soil Other Surface(in.) (USDA) - ftrisell) Mottling." (Structure,Stones;Boulders. onsistenc o Gravel) 13 Z-3 LS Co Y j� l : Depth from Soil Horizon Soil Texture' Soil Color Surface in: Soil <: -� ( ) .. (USDA) (Ivlunsell y " Other: Mottling (Structure,Stones,Boulders Consistency, Gravel q AEWOBSERVATION DOLE BOG Holy:# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,>3aulders. Consistency, Flood'Insurance Rate May: Above 500 year flood boundary No_ Yes Within 500 year boundary No Yes.v Withm 100 year flood boundary No -_-Yes Deuth.of:Naturallv'Occurrine:'Pervious Material _. .;. Does at least four feet of,naturally,occurring pervious material is in all areas observed.throughout the area proposed f6r.the soil absorption system?. Y � If not,what is.the depth:of'natlirally"occurring pervious material? ,. Certification 13 I certify that on Q T(date)'I have passed.the soil evaluator examination approved>by the>::. . . Department of Envir nmental Protection and that the above analysis.was performed by me co..nsistent,with ahe required training,expertise and.experience described in 310'CMR,l-5 017: ' y Signature Date 4 Q:SEPTICIPERCFORM DOC ; _ TM } •, - (' Rooks N eye cotult oce Bay ABUTTING i'S.A.S.. Pine Rd Shell Lone Bluff'Point Rd 24J} / / / / / / \ / Cross c25 St 26 /� ( / / // / LOT 4 111 Keelo Rd \�28 / \ / / / �yd / %° (HOUSE #91) f LOCUS LOT 6 �` / / --29 F� Nickerson Rd l�Q tVl t (HOUSE #123) /i / //' ,/ —30� / J ` / / // 66`0a�6,� } I Sea St C Day W I I LOCUS MAP > I NOT TO SCALE OP�SE LOT 5 � / 1 C I �: APN 034-OG7 GENERAL NOTES: 78,032±5.F.(RECORD) �, 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL BOARD OF HEALTH AND THE DESIGN ENGINEER. 2 WORK RSTATE SHALL ENV RONMENTA CODE,CONFORMV, AND ANYREQUIREMENTS OF HE APPLICABLE �0 S LOCAL RULES AND REGULATIONS EXCEPT AS REQUESTED BELOW: Z OS 310 CMR 15.405(1)(b): 0 \ i 1) A 2' variance to the 3' maximum cover requirement, for no greater 0\ than 5' of cover. S.A.S. shall be vented and H-20 Rated. ec� \ 1, 37 e°' � CpS A� 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR EXISTING GP�O�N 1 t� TODESIGN,INSPECTION ER D APPROVAL BY THE BOARD OF HEALTH AND THE DWELLING 1 :f 35— --� 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING No. 107' s \ FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN ENGINEER BEFORE CONSTRUCTION CONTINUES. 5. ALL ELEVATIONS BASED ON NGVD. 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF PROP SED�\ 00 v�0 _ HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. _ 37 S.A. ��` O. F 7. WATER SUPPLY PROVIDED -BY--TOWN WATER SERVICE. R23.�8 / > 33 8. THERE ARE NO PRIVATE WELLS WITHIN 150' OF THE PROPOSED S.A.S. � — —35/' \ 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS ' \ �g�'\ BITCONC� 0 ��' / �L AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE /Gv �`Q DIRECTED BY THE APPROVING AUTHORITIES. -3 S� \/ DRIVEWAY p i 10. IT SHALL BE THE RESPONSIBILITY OF THE .CONTRACTOR TO VERIFY THE C� ° THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING a CONSTRUCTION. ZO 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS EDGE L-�62 20' '� ¢ \ < IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND OF / R= 1400.00' _ I REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). i BLUFF PAVEM- 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE o � OI�� INSPECTED BY HEALTH DEPARTMENT PRIOR TO BACKFILL. D^' 13. ENGINEER IS NOT RESPONSIBLE FOR ANY UNDOCUMENTED SEPTIC SYSTEM Mgss9c K 1 E COMPONENTS NOT SHOWN ON THE PLAN. o PETER T. yG� PROPOSED SEPTIC SYSTEM UPGRADE PLAN MCENTEE 107 BLUFF POINT DRIVE, COTUIT, MA v CIVIL "' LSEE SHEET 2 OF 3 No. 35109 — — — — — — — — Prepared for: Jean McKeigue, 23 Executive Dr., Hudson, NH 03051 REGISZ�RS� �`� (20 SCALE) FLOOD PLAIN DATA Engineering by: Surveying by: SCALE DRAWN JOB. NO. FF I AL \ FIRM PANEL #250001 0018 D Engineering Works HOOD 5URVEY GROUP 1"=40' P.T.M. 148-08 PLAN REVISION—10l 21!/08 REVISED: JULY 2, 1992 12 West Crossfield Road 18 Route 6A DATE Forestdale, MA 02644 Sandwich.-MA 02563 CHECKED SHEET NO. 1. ADD PROPOSED POTABLE WELL t ZONE C_ (508) 477-5313 (508) 888-1090 8/16/08 P.T.M. 1 of 3 LEGEND • / r / I EXISTING TANKS EXISTING CESSPOOL 11 _ 36 TO BE REMOVED — 98 —— EXISTING CONTOUR / TO BE PUMPED, RUPTURED, FILLED •I \ _ �' x 100.98 EXISTING SPOT GRADE LAWN w WITH SAND AND ABANDONED ;� A � � \ � O \ S s� W EXISTING WATER SERVICE ' C I SEWER N0 G EXISTING GAS SERVICE � .3 �a � � � \ .S`, Gr ( INV.=34.50f • c9 I \ �'� dGW UNDERGROUND WIRES v E UNDERGROUND ELECTRIC / 37 QO \cp ,.• • 1 Cu \ �s TEST PIT / EXISTING , •• `, BENCHMARK • 11 : NOTE: ELECTRIC SVC. TO HOUSE / 38 DWELLING �� -� 1 �, , 35 ---\ N0.91 NOT MARKED NO. 107 `. GARDEN VENT ,�`V PROPOSED S.A.S. I •• ♦ � HIGH CAPACITY INFILTRATORS \ ROW 1 (7 UNITS) INSPECTION PORT �• '`. �•. ROWS 2, 8 & 9 (8 UNITS) c° OUTSIDE PAVEMENT `'�• �' "'' •.---- ROWS 3 — 7 9 UNITS PORCH r t n. . ' C: .�' ,��,. -•� 71, ti. �. �. �• '' " .`•. : `�-- SEWER NO.5 '� •v�, \ INV.=32.50 L • '� 36 :xy<' ,�•.':y>� a" .�. TO SERVICE EXISTING SEWER N0.1 • ,yv'. : 2� .x. r �1A �'•,' . o• ; 3 ; \ : �\ .�����0 \ i^:. GAIRAGE. SHOWER IN INV.=33.90t • . • 1��' ..�; .0 � :�•!� O' \511RU 5 : —� .�.�.�''-:� Y �: �r��••�7•' ..:.:..•; " .'• ABANDON EXISTING �• w0 SEWER ' 0.4 �'� :•� :� X't> '.�,.•,� :'� : , .• ` .�p,. SEWER TO EXISTING °J Q . INV.=34.50t .k `�' ��•�� \. CESSP00 (LOCATION �;bg.. �• •�� ••: UNKNOWN. PROVIDE CLEANOUT \ Y �6��• �•• • �� : :. . LAWN % ♦�� 5�0�1 ` .. : O ' �� '.� C— : '✓ ' • '� CCATCH • ; ;':. . . SEWED-N'0.2 SLEEVE SEWER FOR •IN .=33.70t �35 ,� ,�♦ ' :. ���� , • :. 10' EACH SIDE OF / , , ♦ GP 1v WATER CROSSING i'. .` \ \�`• �,. c�' ♦♦♦ `•. :' Q ,ti;''... �. p, � � :•�..:...•,•• :•...• , 3 it _ c.----- , • IRRIGATION PROPOSE6 ♦ '' :� N ♦♦♦ — ../ IRRIGATION SYSTEM ,� �i �.. , .--•--- / �♦ �,.� �. SEPTIC TANK ♦♦ �,►� / N_ -.. __ •. ,.' SEWER NO.2 I I �� 70•. . S�IRC)1�5 - - -•`♦ c ,�, � 34. I'NV.0 G� 3�.470f r0 ♦ � ".Fn Ap \ �•. . ♦♦ ` V�/OODED 4 �c- - flo ---._� • Z. X----- _ EDGE OF PAVEMENT :,' '.. . - ••- •` * -�.�62_20�--- F EXISTING CHAMBERS --__ �3` `-_ / - I % SIDEW 1400.00 TO BE PUMPED, FILLED WITH ALK SAND AND ABANDONED °— T6M: MAGNETIC NAIL 5ET — — ELEVATION 33.80' (N.G.V.D.) BLWT �POINT DRIVff PROPOSED SEPTIC SYSTEM UPGRADE PLAN I 107 BLUFF POINT DRIVE, COTUIT, MA Prepared for: Jean McKeigue, 23 Executive Dr., Hudson, NH 03051 +' Engineering by: Surveying by: SCALE DRAWN JOB. NO. EngineeringWorks HOOD 5URVEY GROUP 1"=20' P.T.M. 148-08 12 West Crossfield Road 18 Route 6A DATE Forestdale, MA 02644 Sandwich, MA 02563 CHECKED SHEET NO. (508) 477-5313 (508) 888-1090 8/16/08 P.T.M. 2 of 3 , i y � , INSPECTION RISER PIPE WITH NOTE: TO PREVENT BREAKOUT, THE PROPOSED f T.O.F. PROVIDE RISERS, METAL FRAMES & COVERS ALL ACCESS PROVIDE RISER, FRAIME & COVER OVER D-BOX PROTECTIVE COVER, SET TO FINISHED GRADE SHALL NOT BE < EL.30.33 MANHOLES AND SET 1'0 FINISH GRADE (ALL H-20 RATED) TO FINISH GRADE (ALL H-20 RATED) GRADE, OUTSIDE PAVEMENT. FOR A DISTANCE OF 15' FROM THE S.A.S. (Existing) EXISTING F.G. EL.35.Ot F.G. EL.34.7t FINISH GRADE: 35.3(MAX.) CHARCOAL .A'�— I MAINTAIN 2% MIN SLOPE OVER LEACHING AREA VENT p. CRAWL ' BIAXIAL GEOGRID-BX TYPE EXTEND 1 FT. BEYOND S.A.S. " 4" SCH40 PVC L = 38' 6 Uw a , PVC ' 18'( 12" r1q4" SCH 40 PVCSLOPE=2%(MIN.) t0 14' 14' ® S=1% (MIN) s ® s= 1% (MIN.) 11" EFF. FI _D CONFIGURATION "• 48" UQ. DEPTH PROPOSED S.A.S. :r LEVELV HIGH CAPACITY INFILTRATORS INV.=30.90 GAS PROPOSED INV.=29.92 MAX. LENGTH = 9 UNITS AT 6.25'/UNIT = 56.3' ROW 1 (7 UNITS) BAFFLE BAFFLE _ ROWS 2, 8 & 9 (8 UNITS) INV.=30.65 INV.=30.27 �X (SEE FIELD CONFIGURATION) ROWS 3 - 7 (9 UNITS) 1mmk (9 OUTLET-MINIMUM) INV.=30.10 SOIL ABSORPTION SYSTEM (PROFILE) TOTAL = 76 UNITS PROPOSED 5500 GALLON SEPTIC TANK (H-20) RESTORED PAVED PARKING COMPARTMENT NO. 1 — 3300 GALLON MINIMUM STORAGE COMPACTED, CLEAN GRAVEL BACKFILL COMPARTMENT NO. 2 — 1650 GALLON MINIMUM STORAGE NOTES: 1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE BACKFILL WITH CLEAN PERC SAND INVERTS PRIOR TO CONSTRUCTION AND VERIFY THAT TO TOP OF CHAMBERS TIE IN TO EXISTING SEWERS ALL SEWAGE FLOW IS ACCOUNTED FOR AT ALL BIAXIAL GEOGRID / BX TYPE EXITING THE BUILDING LOCATIONS SHOWN EXITING THE BUILDINGS. BREAKOUT=TOP OF UNIT ,' , PRODUCED BY TENSAR CORP SEWER NO.1, INV.=33.90t, L=148', S=2% 2) SEPTIC TANK & D-BOX SHALL BE SET TRUE TO GRADE ON A MECHANICALLY COMPACTED'LEVEL AND TOP ELEV.=INV. ELEV.=29.92 30.33 +ty ;: . ' •a 12" ATLANTA GEORGIA SEWER NO.2, INV.=33.70f, L= 22', S=>2% SEWER NO.3, INV.=34.50f, L= 66', S=>2% SIX INCH CRUSHED STONE BASE, AS SPECIFIED IN BOTTOM ELEV.=29.00 III I�IIIII�II SEWER NO.4, INV.=34.50t, L= 5', S=2% 310 CMR 15.221(2). 2 83' 5' MIN. ABOVE BOTTOM OF SEWER NO.5, INV.=32.50t, L= 80', S=2% 3) INSTALL INLET & OUTLET TEES AS REQUIRED. FOOTPRINTS OF PRECAST CONCRETE UNITS SHOWN ON 4) GAS BAFFLE TO BE INSTALLED ON OUTLET TEES. T.P. EXCAVATION OR G.W. EFFECTIVE WIDTH=25.5' EXISTING SUITABLE SHEET 2 ARE FOR PRODUCTS MANUFACTURED BY: SEPTIC SYSTEM PROFILE NO GROUNDWATER AT EL.=23.6 MATERIAL ACME PRECAST, 590 THOMAS B. LANDERS ROAD, USE 9 ROWS OF HIGH CAPACITY INFILTRATOR CHAMBERS P.O. BOX 2034, TEATICKET, MA 02536 (508) 548-9607 WITH NO SEPARATION BETWEEN EACH ROW & NO STONE SEPTIC TANK: PRODUCT NO. ST7558 N.T.S. (SEE FIELD CONFIGURATION) DISTRIBUTION BOX: DB-9 TYPICAL SECTION DESIGN CRITERIA SOIL LOG 6�, NUMBER OF BEDROOMS: 15 BEDROOMS 3?3, DATE: MAY 1, 2008 (REF# 12,187) DAILY FLOW: 1650 G.P.D. DESIGN FLOW: 1650 G.P.D. 5.5' SOIL EVALUATOR: PETER McENTEE PE CSE SOIL TEXTURAL CLASS: CLASS 1 4 5 ,6'r , WITNESS_ DONNA MIORANDI—HEALTH AGENT DESIGN PERCOLATION RATE: <2 MIN./IN. TP- 1 TP-2 GARBAGE GRINDER: YES - TO BE REMOVED r.0 0 0 0 0 0 0 0 0 0 0 -i L l Elev. Depth Elev. Depth LEACHING AREA REQUIRED: (1650) = 2229.7 S.F. 0000000 0000000 00000000 00000000 // i IL, 35.1 q 4 0" 35.1 A 011 .74 I 28„ SANDY LOAM SANDY LOAM PROPOSED SEPTIC TANK: 5500 GALLON, 2 COMPARTMENT, SPLIT 2/3 AND 1/3 I-- 28 I--- --i i 1CYR 4/2 10YR 4DISTRIBUTION BOX: 9 OUTLETS MINIMUM (H20 RATED) i 1. 34.1 /12" 34.1 12" Closed End Plate Open End Plate ; PROPOSED ; B B S.A.S. ao LOAMY SAND LOAMY SAND USE 9 ROWS OF HIGH CAPACITY INFILTRATOR H-20 UNITS WITH 10YR 5/8 10YR 5/8 NO STONE FOR AN S.A.S. HAVING THE DIMENSIONS 25.5' x 56.3' i 32.1 C 36" 32.3 C 34" PERC SIDEWALL AREA: NOT APPLICABLE i 48" BOTTOM AREA: (GENERAL USE APPROVAL FOR 4.72 SF/LF OF INFILTRATOR) 16. 76 UNITS x 6.25 LF x 4.72 SF/LF = 2242 SF f.c--- --- DESIGN FLOW PROVIDED: 0.74(2242 S.F.) = 1659.1 G.P.D. -i F- 75"— -i I--34" 3 or `Z�8�/3g 6\�s). 1.25" MED. SAND MED. SAND PROPOSED SEPTIC SYSTEM UPGRADE PLAN 2;5Y 6/4 2.5Y 6/4 Side View End view --� 107 BLUFF POINT DRIVE, COTUIT, MA GARAGE HIGH CAPACITY INFILTRATORS, H-20 LOADING �'� ; Prepared for: Jean McKeigue, 23 Executive Dr., Hudson, NH 03051 L ,- 138" 23.6 138' Engineering by: Surveying by: SCALE DRAWN JOB. N0. INFILTRATOR CHAMBERS 23.6 Engineering Works HOOD 5URVEY GROUP N.T.S. P.T.M. 148-08 N.T.S. PERC RATE <2 MIN/IN. ("C" HORIZON) 12 West Crossfield Road 18 Route 6A S.A.S. LAYOUT NO GROUNDWATER OBSERVED Forestdole, MA 02644 Sandwich, MA 02563 DATE CHECKED SHEET NO. (508) 477-5313 (508) 888-1090 8�16�08 P.T.M. 3 of 3 �. ��ti Road IN e55 / °c z e° 9" Cotult 6a • I � � / � / ( ABUTTING S.A.S. � y Pine Rd 1 Bluff Point Rd c �22 Shell Lane. Cross o St Keela Rd G(� / \ / \ ,2� , ��� ' LOT 4 _ i LOCUS ...(HOUSE #91) 9J / / / / `T F� Nickerson Rd tult LOT 6 / ' / --- -- ,� � s �, CO (HOUSE #1.2"3)/ /I ,. j.� — �3C i , J ` / / 6 p �6 Sea St . Bc�y' - _ LOCUS MAP _,Z !/ ' / / I NOT TO SCALE e PR_0^SED / LOT 5 GENERAL NOTES: 7,5,532+5.P.(RECORD) j 1 ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE. LOCAL 1�0 I r BOARD OF HEALTH AND THE DESIGN ENGINEER. 2. ALL WORK AND MATERIALS HALL CONFORM TO THE REQUIREMENTS OF THE STATE ENVIRONMENTAL CODE; TITLE V, -AND ANY APPLICABLE 1S � 1 �S' LOCAL 'RULES AND REGULATIONS EXCEPT AS REQUESTED BELOW: j� i 1 "Z OS I. 310 CMR 15.405 1 b �� i 1) .A 2' variance to the 3' maximum- cover requirement, for no. greater O than 5' of cover. S.A:S. shall be vented and H-20 Rated. 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE GpfZ DESIGN ENGINEER. a , f � ,DWELLING' 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION `DIFFERING No 107 1 �, FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN ENGINEER BEFORE CONSTRUCTI N.CONTINUES. ELEVATIONS, BASED ON NGI 5 ALL E , 6. THE DESIGN ENGINEER IS NOT ESPONSIBLE FOR THE FAILURE OF THE CONTRACTOR OR OWNER T NOTIFY THE LOCAL BOARD OF \�PROPOSff.', -0 R� `._ HEALTH FOR PROPER INSPECTI NS DURING CONSTRUCTION. _ 3? S.A.S / `.�; Op O� �` 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. — R=25.00 �.` L=23.78` I/// /j, i:;�' ;'� ✓ \` /%� 8'• THERE ARE NO PRIVATE WELLS WITHIN 150' OF THE PROPOSED.S.A.S. =� 9. ALL AREAS CLEARED FOR CONSTRUCTION: SHALL BE RESTORED AS \ i Z AGREED UPON.BY OWNER AND CONTRACTOR OR AS OTHERWISE BITCONC. ✓ , _' , DIRECTED BY THE APPROVING- AUTHORITIES. DRIVEWAY .'0 / o � 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING CONSTRUCTION 11. WHERE REQUIRED; CONTRACTOR. SHALL REMOVE ALL UNSUITABLE SOILS L,2'62 < IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND. tt---- EDGE. OF 20/ R= 1400.00' _ I rn REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). L��� PAVEI�1- NT i 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE pO� A ,� INSPECTED BY HEALTH DEPARTMENT PRIOR TO BACKFILL V ��' 1 13. ENGINEER IS NOT RESPONSIBLE FOR ANY UNDOCUMENTED SEPTIC SYSTEM OF Mgss9� 9 . COMPONENTS NOT SHOWN ON THE PLAN. �. PETER T. � , PROPOSED SEPTIC SYSTEM UPGRADE PLAN g 107 BLUFF POINT DRIVE COTUIT, MA M c\AL E N SEE SHEET 2 OF 3. - — — I� _ No. 3510.9 �-- Prepared .for: Jean McKeigue, 23 Executive Dr., Hudson, NH 03051 REcis1E��° ��� (20 SCALE) ` FLOOD PLAIN DATA Engineering by: Surveying by: SCALE DRAWN JOB. NO. \� PLAN REVISION-10f21 f08 RIE��' PANEL. #250001 0018 D -, Engineering Works HOOD 5URVEY GROUP 1"=40' P.T.M. 148-08 12 West Crossfield Road 18 Route 6A SED: JULY 2; 1992 Forestdale, MA- 02644 Sandwich, MA 02563 DATE CHECKED SHEET NO. �0` 2ACY 1. ADD PROPOSED POTABLE WELL ZONE C (508) 477-5313 (508) 8e8-1090. 8/16/08 P.T.M. 1 of 3 LEGEND �- EXISTING TANKS ; o OZ EXISTING CESSPOOL Am •\ � \ TO BE REMOVED aq, — 98 —— EXISTING CONTOUR TO BE PUMPED, RUPTURED, FILLED •I \ s A x 100.98 EXISTING SPOT GRADE / LAWN W WITH SAND AND ABANDONED \ O \ S s� W EXISTING WATER SERVICE / SEWER N0.3 •�� ` �I \ OSo G EXISTING GAS SERVICE _ GN I INV.=34.50f •.• i z I \ u'� ---UGy�F— UNDERGROUND WIRES 37 eQ� •�.•'• %v �� O E UNDERGROUND ELECTRIC •.•' ��. 1 \ �s TEST PIT / EXISTING \\ BENCHMARK 38 ` DWELLING • '� \ 35 NOTE: NO 91 ELECTRIC NOT MAR TODHOUSE NO. I07 ' GARDEN ' �. VENT h ^ PROPOSED S.A.S. � :" � \ \ . HIGH CAPACITY INFILTRATORS ROW 1 (7 UNITS) \ , -- - ��� ROWS 2, 8 & 9 (8 UNITS) INSPECTION PORT �• � ` .�. �• .. ••,. ' c� OUTSIDE PAVEMENT `'�. �•.,__ ROWS 3 - 7 9 UNITS v' > PORCH c n. ; .� �ti•. I ; `y .:�. .ti. y' . .. '..:: , .:• �`�. SEWER NO.5 Q; �• '� v�. x . INV.=32.50 ' 36 - xy�' .�•.'yea �:` .}-?� "" `'' \ TO SERVICE EXISTING SEWER NO.1 ' .yv'. 2� �`' �`�c1'�1A I `� i, TOILET & SHOWER IN ! 3 • v <., • 'ADO ' . ' GARAGE. INV.=33.90t . . i�. �•:k t �SHRU °J ,% ..�: X ' ,� l� ..,: . ' . ... ..�0: ..::' ABANDON EXISTING v� . • SEWER`N0.4 'S N. .�'-A �V �1 NV4 alp p. 3 fz . 'S x :�..• �'A SEWER TO EXISTING °jN Q • INV.=34.50t :?� \'A���� 7r�iC \. F' . .;•:.'^ CESSP00 (LOCATION s' • �t �©�.<y 5�� �• •��. '�••:• •.. D�• :: ' UNKNOWN}. PROVIDE CLEANOUT _ •.• Y ♦ �. �...�. u� : . LAWN ^ ••. � ' ' • •'. .. . � ��. �•,)��•' �• �� �• r�..�. . .`�o,. . <�ti.�:• • �'. y . CATCH �j ,� :�; :. . ,Q: .. �, _ .., Tom-"• ''�-:' � ��;•...� ��•.�. •Y r \ 5A51N (typ.) N. �0' �\ �• SLEEVE SEWER FOR IN�I'=33.70t `35 ,•' .^� �� 2 / • • 10 EACH SIDE OF �,• ,• F• P� .� S • , . WATER CROSSING 1 \. ' .•' �. - G c) tcj •. c _ .. • ; / 'LAWN • .' J.•. PROPO.SE6 IRRIGATION ,SYSTEM , �' ' SEP 4C TANK \ - •�,..: •: :. .,� - �� �'' ''� SEWER N0.2 F �'r'' �� �d. 70' — - � � --•.._ •. �' `�►' Q�• JUNCTION . �� ' ..E:'•'.••: SftRU S �.� ° '' 3� INV.=31.470f rop �(\G' ,.•.;'. : EDGE OF - ---- ---- •�G L=2G2.201 F PAVEMENT _ NT -- ,r ----- EXISTING CHAMBERS 3 — R= 1�400.00 TO BE PUMPED, FILLED WITH SIDEWALK SAND AND ABANDONED �O— T5M: MAGNETIC NAIL 5ET 0 _ — — — ELEVATION 33.80' (N.G.V.D.) BLUfft= pOINTDRI VE PROPOSED SEPTIC SYSTEM UPGRADE PLAN 107 BLUFF POINT DRIVE, COTU IT, MA Prepared for: Jean McKeigue, 23 Executive Dr., Hudson, NH 03051 Engineering by: Surveying by: SCALE DRAWN JOB. NO. Engineering Works HOOD SURVEY GROUP 1"=20' P.T.M. 148-08 12 West Crossfield Road 18 Route 6A DATE j Forestdole, MA 02644 Sandwich, MA 02563 CHECKED SHEET NO. (508) 477-5313 (508) 888-1090 8/16/08 P.T.M. 2 Of 3 l:c INSPECTION RISER PIPE WITH NOTE: TO PREVENT BREAKOUT, THE PROPOSED y PROVIDE RISERS, METAL FRAMES & COVERS ALL ACCESS PROVIDE RISER, FRAME & COVER OVER D—BOX PROTECTIVE COVER, SET TO FINISHED GRADE SHALL NOT BE < EL.30.33 • 1 T.O.F. MANHOLES AND SET TO FINISH GRADE (ALL H-20 RATED) TO FINISH GRADE (ALL H-20 RATED) GRADE, OUTSIDE PAVEMENT. FOR A DISTANCE OF 15 FROM THE S.A.S. (Existing) \ EXISTING F.G. EL.35.Ot F.G. EL.34.7t FINISH GRADE: 35.3(MAX.) CHARCOAL MAINTAIN 2% MIN SLOPE OVER LEACHING VENT AREA A'. CRAWL ' BIAXIAL GEOGRID—BX TYPE EXTEND 1 FT. BEYOND S.A.S. ' 4" SCH40 PVC L — 38' L =18'(MAX.) 6 4" SCH 40 PVC 12" SLOPE=2%(MIN.) 4" SCH 40 PVC 10 14" 14" 0S=1% (MIN.) S. ® S= 1% (MIN.) 11" EFF. FIELD CONFIGURATION ti 48EVEQ. DEPTH al Hiiw. IGOPCAPADCITY INFILTRATORS INV.=30.90 GAS GAS PROPOSED INV.=29.92 MAX. LENGTH 9 UNITS AT 6.25' NIT = 56.3' ROW 1 (7 UNITS) ' BAFFLE BAFFLE N ROWS 2, 8 & 9 (8 UNITS) INV.=30.65 INV.=30.27 �"�� (SEE FIELD CONFIGURATION) TOTAL ROWS 3 76 UNIT$NITS) INV.=30.10 SOIL ABSORPTION SYSTEM `PROFILE) (9 OUTLET-MINIMUM) PROPOSED 5500 GALLON SEPTIC TANK (H-20) RESTORED PAVED PARKING COMPARTMENT NO. 1 — 3300 GALLON MINIMUM STORAGE COMPACTED, CLEAN GRAVEL BACKFILL COMPARTMENT NO. 2 — 1650 GALLON MINIMUM STORAGE NOTES: 1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE BACKFILL WITH CLEAN PERC SAND INVERTS PRIOR TO CONSTRUCTION AND VERIFY THAT TO TOP OF CHAMBERS ALL SEWAGE FLOW IS ACCOUNTED FOR AT ALL A BIAXIAL GEOGRID / BX TYPE TIE IN TO EXISTING SEWERS BREAKOUT=TOP OF UNIT ' LOCATIONS SHOWN EXITING THE BUILDINGS. .. .� � PRODUCED BY TENSAR CORP EXITING THE BUILDING 2) SEPTIC TANK & D—BOX SHALL BE SET LEVEL AND TOP ELEV.=30.33 :' ;:;,.. ' .i ATLANTA GEORGIA SEWER NO.1, INV.=33.90t, L=148', S=2% INV. ELEV.=29.92 12" SEWER NO.2, INV.=33.70t, L= 22', S=>2% TRUE TO GRADE ON A MECHANICALLY COMPACTED SEWER N0.3, INV.=34.50t, L= 66', S=>2% SIX INCH CRUSHED STONE BASE, AS SPECIFIED IN BOTTOM ELEV.=29.00 III I�IIIII�II SEWER NO.4, INV.=34.50t1 L= 5', S=2% 310 CMR 15.221(2). 2.83' SEWER NO.5, INV.=32.50t, L= 80', S=2% 3) INSTALL INLET & OUTLET TEES AS REQUIRED. 5' MIN. ABOVE BOTTOM OF 4) GAS BAFFLE TO BE INSTALLED ON OUTLET TEES. T.P. EXCAVATION OR G.W. EFFECTIVE WIDTH=25.5' FOOTPRINTS OF PRECAST CONCRETE UNITS SHOWN ON EXISTING SUITABLE SHEET 2 ARE FOR PRODUCTS MANUFACTURED BY: SEPTIC SYSTEM PROFILE NO GROUNDWATER AT EL.=23.6 MATERIAL ACME PRECAST, 590 THOMAS B. LANDERS ROAD, USE 9 ROWS OF HIGH CAPACITY INFILTRATOR CHAMBERS P.O. BOX 2034, TEATICKET, MA 02536 (508) 548-9607 WITH NO SEPARATION BETWEEN EACH ROW & NO STONE SEPTIC TANK: PRODUCT NO. ST7558 N.T.S. (SEE FIELD CONFIGURATION) DISTRIBUTION BOX: DB-9 TYPICAL SECTION DESIGN CRITERIA SOIL LOG 61, NUMBER OF BEDROOMS: 15 BEDROOMS 323, DATE: MAY 1 , 2008 (REF# 12,187) DAILY FLOW: 1650 G.P.D. DESIGN FLOW: 1650 G.P.D. 5.5' SOIL EVALUATOR: PETER McENTEE PE CSE SOIL TEXTURAL CLASS: CLASS 1 WITNESS: DONNA MIORANDI—HEALTH AGENT DESIGN PERCOLATION RATE: <2 MIN./IN. 4' 5 .6 r ' GARBAGE GRINDER: YES — TO BE REMOVED 0 0 0 0 0 0 0 0 0 0 0 0 '—j 11.11 Elev. TP- 1 Depth Elev. TP-2 Depth LEACHING AREA REQUIRED: (1650) = 2229.7 S.F. 0000000 0000000 �� 35.1 A A 0" 35.1 0" .74 I0000000a o000000o i � h--- 28 --I f-- "—�I SANDY LOAM SANDY LOAM PROPOSED SEPTIC TANK: 5500 GALLON, 2 COMPARTMENT, SPLIT 2/3 AND 1/3 28 34.1 , OYR 4 2 12" / 34.1 12„1 oYR 4/2 DISTRIBUTION BOX: 9 OUTLETS MINIMUM (H20 RATED) B _ B Closed End Plate Open End Plate PROPOSED o S.A.S. LOAMY SAND LOAMY SAND USE 9 ROWS OF HIGH CAPACITY INFILTRATOR H-20 UNITS WITH cp 32.1 10YR 5/8 10YR 5/8 NO-STONE FOR AN S.A.S. HAVING THE DIMENSIONS 25.5' x 56.3' Q: C C 36" 32.3 34 PERC SIDEWALL AREA: NOT APPLICABLE � � i 48" BOTTOM AREA: (GENERAL USE APPROVAL FOR 4.72 SF/LF OF INFILTRATOR) 96„ ; 76 UNITS x 6.25 LF x 4.72 SF/LF = 2242 SF » DESIGN FLOW PROVIDED: 0.74(2242 S.F.) = 1659.1 G.P.D. -II— 'SI�34a'39.6'�s MED. SAND MED. SAND PROPOSED SEPTIC SYSTEM UPGRADE PLAN 1.25 Side View End View Ems' 107 BLUFF POINT DRIVE, COTUIT, MA HIGH CAPACITY INFILTRATORS, H-20 LOADING GARAGE 2.5Y 6/4 2.5Y 6/4 Prepared for: Jean McKeigue, 23 Executive Dr., Hudson, NH 03051 INFILTRATOR CHAMBERS 23.6 - 138" 23.6 1 138" Engineering by: Surveying by: SCALE DRAWN JOB. NO. /� Engineering Works HOOD 5URVEY GROUP N.T.S. P.T.M. 148-08 N.T.S. S.A.S./`1 LAYOUT PERC RATE <2 MIN/IN. ("C" HORIZON) 12 West Crossfield Road 18 Route 6A NO GROUNDWATER OBSERVED Forestdole, MA 02644 Sandwich, MA 02563 DATE CHECKED SHEET NO. (508) 477-5313 (508) 888-1090 8/16/08 P.T.M. 3 of 3 .'s LEGEND EXISTING TANKS ' Z 1l EXISTING CESSPOOL _ EXISTING CONTOUR „ TO BE REMOVED TO BE PUMPED, RUPTURED, FILLED \ Z 2x 100,98 EXISTING SPOT GRADE c--LA4WN~w� � WITH SAND AND ABANDONED � ` cN O '` � W EXISTING WATER SERVICE G EXISTING GAS SERVICE SEWER INO.31 A, o� UNDERGROUND WIRES " 000, INV.=34 50t �* --UGVd-- � \ W�3' ` E UNDERGROUND ELECTRIC I r ; � , •�S ® TEST PIT ,. ^ E)CISTING - BENCHMARK . a NOTE: ELECTRIC SVC. TO HOUSE ,' w,,:, `. ;t NO.91 NOT .MARKED WELLING No. 107 ��,� ;�;' -�,A��P�--- } PROPOSED- S.A.S. VENT. ___ : �� HIGH CAPACITY INFILTRATORS aP - ROW 1 (7 UNITS) , ,. . 001, \ \ # ... ROWS 2, 8 & 9 (8 UNITS) 1 "C �w INSPECTION PORT \ `',. � ' T PAVEMENT \ /� i w .. ROWS 3 — 7 9 UNITS) \/< \ \..,�� \ v R4w SEWER N0.5 INV, O TO SERVICE EXISTING - � � ^:, a ,; i2\ y \ \A\ ., TOILET & SHOWER 1N SEWER ,NO.1 ;.. , v' \ \ \ ,> \��\. r , f,. Oil .. ., „ \ / GARAGE. �\• ( . < ABANDON EXISTING SEWER 'N0.4 'S- \• \ �•! \'A�\O :\c'\ . + r '`� � .� A: \'Qp\ \v''\ ,,�,:.\ � ., SEWER TO EXISTING 4" INV,=34.5'0t �' '� t � P 3 e xi�\'P�\�\ \tS\'� �<\:`\�%\ UNKNOWN (LOCATION `PROVIDE CLEANOUT BITCQNC. . .f 5T0 �q 1' 15 �\ \ t. SEWER -N`O.2 SLEEVE SEWER FOR _ ;` �, _. e 10 EACH SIDE OF f'`Md UluN �C WATER CROSSING L,, ;� .t.... ei * rg ,wtalsmeaey, ti "�1yiiz - ' n3 L �9°➢�..-. k � ,. �,� PROPOSE[) w1 e. .....-�.i9 IRRIGATION,-SYSTEM r , �� R� SEPTIC TANK SEWER NO JUNCTION _ Tf'RUD.5 ° ,� �. INV,=31 47000 t rOOA. 4111 -DC eDGeO C ..'P---A---/'.E."—"M—.—E-Nw.my ---- = a. L-2s2.2a T ---,---- c EXISTING - F CHAMBERS -__ TO BE PUMPED, FILLED WITH K SAND AND ABANDONED TBM: MAGNETIC NAIL SET ELEVATION 33.80' (N.G.V.D.) BLUFF PO INTDRIVE, SEPTIC SYSTEM UPGRADE PLAN PROPOSED 107 BLUFF POINT DRIVE, COTUIT, MA, Prepared for: Jean McKeigue, 23 Executive Dr., Hudson, NH 03051 Engineering by: Surveying by: SCALE DRAWN JOB. NO. EngineedngWorks HOOD 5URVEY GROUP. 1"=20' P.T.M. 148-08 12 West Crossfield Road 18 Route 6A DATE Forestdole, MA 02644 Sandwich, MA 02563 CHECKED SHEET NO. 8 16 0$ . � (508) 477-5313 (508) 888-1090 � � P.T.M. 2 of 3 1 - w Road N c y, a� Bay Pine Rd Bluff Point Rd Shell Lane ' Fes. '2I \ C� ., s Fw, � 1 Cros � St f LOT 4 � Kee' k (HOUSE #91)' LOCU/.S f` �r `1 Y �, { F d. ' Nickerson Rd COtWt LOT 6 f,' r,, s�, ,�, (HOUSE #1,23), 'I r '') W. ? r., �`sF }s, S a St Bay { , f I LOCUS MAP r LOT.5 NOT ` APN 034-067 Io 1l .. GENERAL NOTES: / $,9 .P.(RE RD) w �T D BY TH �� 7 325 CO ` THIS PLAN MUST BE APPROVE E LOCAL 1. ALL CHANGES TO HI I �• DESIGN: ENGINEER. , , BOARD OF HEALTH AND THE 2, ALL WORK AND MATERIALS SHALLCONFORM TO THE REQUIREMENTS ,l v rf j _ — .• ''— — - — 'k �? ,� . _ OF THE STATE ENVIRONMENTAL CODE, TITLE V,.AND ANY APPLICABLE �' Vy 1� LOCAL RULES AND REGULATIONS EXCEPT AS REQUESTED BELOW. S lPF, ._ ` ,4 s 310 C.MR 15.405(1)(b): �' 1.) A 2' variance to the 3' rnaximurn cover requirement, for no greater v Phan•:5' of cover. S.A.S. shall be vented and H-20 Rated.. F j.• F;r _ �, � ,7 3.'=THE SEWAGE .DISPOSAL -SYSTEM SHALL NOT BE BACKFILLED PRIOR TO INSPECTION AND APPROVAL BY THE BOARD, OF HEALTH AND THE EXISTING., ( (�I'R DESIGN ENGINEER. W. DWeW ,', \ s - 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING 107 ` �_..3; FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN ENGINEER; BEFORE CONSTRUCTION CONTINUES. ? ^� ,� .. 5. ALL ELEVATIONS BASED ON NGVD. 6. THE THE CCONIGN TRACTORNORR IS OWNERTT RESPNOTIFY FOR THE FAILURE OF INSPECTIONS' DURING CONSTRUCTION. HEALTH FOR PROPER OF �' :,, i 7. 'WATER SUPPLY PROVIDED BY TOWN'WATER SERVICE R=25.00 , m'' B(TCONC. ,, .,, ���'�`"� ': �, '� , 8. THERE ARE NO PRIVATE PRIVATE ' WITHIN_ 150' OF THE PROPOSED S.A.S. u L=23.78 i . s.w-DRIVEWAY „ ; ,o Oa� 4� - 9. ALL AREAS CLEARED FOR.CONSTRUCTION SHALL BE RESTORED AS �y' �" AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE �• ._ \ p' 3�'( DIRECTED -BY THE-APPROVING AUTHORITIES. 10, IT,SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE THE LOCATION OF ALL UNDERGROUND UTILITIES; 'PRIOR TO BEGINNING CONSTRUCTION. _....... N G IN THE AREA BENEATH AND FOR 5',ON ALL OF SUITABLE SOILS SIDES ,� I�• ��4%' N Zo 11. WHERE REQUIRED; CONTRACTOR SHALL REMOVE ALL. UN � THE S.A.S. AND EDGE L�262 201,," ,3 R� I400.00' ' I rn REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). OF PA M`NT " "" F ---„� 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE PO' �'�— INSPECTED BY HEALTH DEPARTMENT PRIOR TO BACKFILL. NTD 13. ENGINEER IS NOT RESPONSIBLE FOR ANY UNDOCUMENTED SEPTIC SYSTEM DRIVE COMPONENTS NOT SHOWN ON THE PLAN. PROPOSED SEPTIC SYSTEM UPGRADE PLAN ` PETER T. i McENTEE 107 BLUFF POINT DRIVE, COTUIT, MA CIVILL SEE SHEET 2 OF 3 No. 35109 No. for: Jean McKeigue, 23 Executive Dr., Hudson, NH 03051 (20 SCALE) FLOOD PLAIN DATA Engineering by: Surveying by: SCALE DRAWN JOB, NO, �'EC/SjE�v � Engineering works HOOD SURVEY GROUP 1'=40' P.T.M. 148-08 , FIRM PANEL #250001 0018 D L 12 West Crossfield Road 18 Route 6A } REVISED: JULY 2, 1992' Forestdole, MA 02644 Sandwich, MA 02563 DATE CHECKED SHEET NO. ZONE C (508) 477-5313 (508) 888-1090 8�16X08 P.T.M. 1. Of 3 s I , P/ P INSPECTION RISER PIPE WITH' NOTE: TO PREVENT BREAKOUT, THE PROPOSED PROVIDE RISERS, METAL FRAMES & COVERS ALL ACCESS PROVIDE RISER, FRAME & COVER OVER D-BOX PROTECTIVE COVER, SET TO FINISHED GRADE SHALL NOT BE < EL.30.33 T.O.F. MANHOLES AND SET TO FINISH GRADE (ALL H-20 RATED) TO FINISH GRADE (ALL H-20 RATED) GRADE, OUTSIDE PAVEMENT. FOR A DISTANCE OF 15' FROM THE S.A.S. (Existing) t, CHARCOAL EXISTING F.G. EL.35.Ot � F.G. EL.34.7t FINISH GRADE: 35.3(MAX.) -VENT a. MAINTAIN 2% MIN SLOPE OVER LEACHING AREA . CRAWL ' BIAXIAL GEOGRID-BX TYPE EXTEND 1 FT. BEYOND S.A.S. a: d 7SCH40VC L — 38' 6 4" SCH 40 PVC I L =18'(MAx,) 12" 7IN30. 4" SCH 40 PVC 10" 14" 14 CAD S=1% (MIN.) e' ® S= 1% (MIN.) 11" EFF. -FIELD CONFIGURATION 48" LIQ. DEPTHHIRGOPOAPADCITYAINFILTRATORS LEVEL GAS GAS PROPOSED ROw1 (7 UNITS) BAFFLE BAFFLE INV =2992 MAX. LENGTH = 9 UNITS AT 6.25'/UNIT = 56.3' ROWS 2, 8 & 9 (8 UNITS) INV.=30.65 INV,=30.27 D BOX (SEE FIELD CONFIGURATION) ROWS 3 — 7 (9 UNITS) k am INV.=30.10 SOIL ABSORPTION SYSTEM (PROFILE) TOTAL = 76 UNITS (9 OUTLET--MINIMUM) SED 5500 GALLON SEPTIC TANK (H-20) i� RESTORED PAVED PARKING RTMENT NO. 1 •- 3300 GALLON MINIMUM STORAGE COMPACTED, CLEAN GRAVEL BACKFILL RTMENT NO. 2 — 1650 GALLON MINIMUM STORAGE NOTES: 1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE BACKFILL WITH CLEAN PERC SAND INVERTS PRIOR TO CONSTRUCTION AND VERIFY THAT TO TOP OF CHAMBERS ALL SEWAGE FLOW IS ACCOUNTED FOR AT ALL •-e BIAXIAL GEOGRID / BX TYPE TIE IN TO EXISTING SEWERS LOCATIONS SHOWN EXITING THE BUILDINGS. BREAKOUT=TOP OF UNIT PRODUCED BY TENSAR CORP EXITING THE BUILDING TOP ELEV.=30.33 ATLANTA GEORGIA SEWER NO.1, INV.=33.50±, L=148', S=2% 2) SEPTIC TANK & D-BOX SHALL BE SET LEVEL AND INV. ELEV.=29.92 TRUE TO GRADE ON`A MECHANICALLY' COMPACTED 12 SEWER N0.2, INV.=33.7U±, L= 22', S=>2`o - ' SEWER NO.3, INV.=34.50±, L;--- 66', S=>2% SIX'°INCH CRUSHED STONE BASE, AS�SPECIFIED IN' BOTTOM ELEV.=29.00 III I �IIlll�ll SEWER' NO.4, INV.=34:50±, L= 5', S=2% 310'CMR 15.221(2). SEWER NO.5, INV.=32.50±, L= 80', S=2% 3) INSTALL INLET & OUTLET TEES AS REQUIRED. 5' MIN. ABOVE BOTTOM OF 4) GAS BAFFLE TO BE INSTALLED ON OUTLET TEES. T.P. EXCAVATION OR G.W. EFFECTIVE WIDTH=25.5' FOOTPRINTS OF PRECAST CONCRETE UNITS SHOWN ON EXISTING SUITABLE SHEET 2 ARE FOR PRODUCTS MANUFACTURED BY: SEPTIC SYSTEM PROFILE NO GROUNDWATER AT EL.=23.6 MATERIAL ACME PRECAST, 590 THOMAS B. LANDERS ROAD, USE 9 ROWS OF HIGH CAPACITY INFILTRATOR CHAMBERS P.O. ,BOX 2034, TEATICKET, MA 02536 (508) 548-9607' t WITH. NO SEPARATION BETWEEN EACH ROW & NO STONE SEPTIC TANK: PRODUCT NO. ST755B N.T.S. (SEE FIELD CONFIGURATION) DISTRIBUTION BOX: DB-9 TYPICAL SECTION DESIGN CRITERIA SOIL LOG NUMBER OF BEDROOMS: 15 BEDROOMS 6.7 DAILY FLOW: 1650 G.P.D. . `3?3. DATE: I MAY 1, 2008 (REF# 1 2,1 87) DESIGN FLOW: 1650 G.P.D. 25.5' SOIL EVALUATOR: PETER MCENTEE PE CSE SOIL TEXTURAL CLASS: CLASS 1 4' g ,6 WITNESS: DONNA MIORANDI-HEALTH AGENT DESIGN PERCOLATION RATE: <2 MIN./IN. J T P—2 GARBAGE GRINDER: YES - TO BE REMOVED 0 0 0 0 0 0 0 0 0 0 0 0 Elev, I TP— 1 Depth Elev. Depth LEACHING AREA REQUIRED:•(1650) = 2229.7 S.F. 0000000 000000o j L., 35.1 0" 35.1 0" .74 00000000 0 0 0 0 0 0 a 0 A A I ` SANDY�LOAM SANDY LOAM PROPOSED SEPTIC TANK: 5500 GALLON, 2 COMPARTMENT, SPLIT 2/3 AND 1/3 28."� ; i M 34.1•`B 10YR 4/0 12.. 34.1 B 10YR 4/2 12' DISTRIBUTION, BOX: 9 OUTLETS MINIMUM (H20 RATED) a Closed End Plate Open End Plate PROPOSED —p S.A.S. m LOAMY SAND LOAMY SAND USE 9 ROWS OF HIGH CAPACITY INFILTRATOR H-20 UNITS WITH `D i i •P 1 OYR 5/8 1 OYR 5/8 NO STONE FOR AN S.A.S. HAVING THE DIMENSIONS 25 5' x 56 3' h rt 32.1 36" 32.3 34" i i C PERC C SIDEWALL AREA: NOT APPLICABLE 48 BOTTOM AREA: (GENERAL USE APPROVAL FOR 4.72 SF/LF OF INFILTRATOR) 76 UNITS x 6.25 LF x 4.72 SF/LF = 2242 SF 17 � DESIGN FLOW PROVIDED: 0.74(2242 S.F.) = 1659.1 G.P.D. 4— 75" ~i F--.34 J-! 0 8�9 6 MED. SAND MED, SAND PROPOSED SEPTIC SYS M UPGRADE PLAN 1.25 ....... . .:..:....::;...... ;::,::..:.:..- 2.5Y 6/4 2.5Y 6/4 Side View End View = : 107 BLUFF POINT DRIVE, COTUIT, MA .. .. ... .. . .. ... .... .. . .. .. .. ... �I` HIGH CAPACITY INFILTRATORS, H-20 LOADING .. .. Prepared for: Jean McKeigue, 23 Executive Dr., Hudson, NH 03051 INFILTRATOR CHAMBERS Engineering by: Surveying by: SCALE DRAWN JOB. NO. 23.6 - 138" 23.6 --- 138" Engtn68ringWorks I100D SURVEY GROUP N.T.S. P.T.M. 148-08 N.T.S. /� a PERC RATE <2 MIN/IN. ("C" HORIZON) 12 West Crossfield Road 18 Route 6A DATE S.A.S. LAYOUT NO GROUNDWATER OBSERVED Forestdale, MA 02644 Sandwich, MA 02563 CHECKED SHEET NO. (508) 477-5313 (508) 888-1090 8/16/08 P.T.M. 3 Of 3 lo T-6 38'-0" 5'-6"' NOTES: x DOUBLEHUNG A 1.) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS DO x 57" ON GABLE ABOVE 60"x 36" 60"x 36" Al & DIMENSIONS IN THE FIELD DOUBLEHUNG AWNING AWNING DOUBLEHUNG 2.) CONTRACTOR TO VERIFY ALL INTERIOR & EXTERIOR MATERIALS, LINEK DETAILS, & FINISHES IN THE FIELD WITH OWNER \ I I \\ III // I I Cam. NEW 30'x 57' 3.) FOLLOW ALL REQUIREMENTS OF THE IECC2015 RESIDENTIAL ENERGY I I I I c� I I _ EGRESS 2'8"DOO \ I / DOUBLEHUNG CD EFFICIENCY REQUIREMENTS& VERIFY ALL DETAILS WITH THE INSULATION STAIR \QP%/ INSTALLER/CONTRACTOR. 2'6"DOOR / 3' 10" 24"x 24" 4.) ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS DN. \o\ I I �<< I i �PRo I I AWNING STATE BUILDING CODE, 9TH EDITION AMENDEMENT & IRC2015 \ I I 9eo\ I 5.) 110 MPH EXPOSURE C WIND ZONE \0 i i 6.) TIMBER FRAMING TO BE SPRUCE/PINE/FIR NO. 2 GRADE I I CO u i WR i 2'4"DOOR 7•) ALL LVL LUMBER/BEAMS TO BE 1.9e U360 LOAD \ I RIDGE ABOVE \ / — — ' 8.) SEE CERTIFIED PLOT PLAN FOR ALL EXISTING & PROPOSED DETAILS 7�' \ i 3'x'^4 i N 2'4"DOOR 9.) FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION OF N ^ ALL SIMPSON COMPONENTS i " I 1 10.) ALL CONCRETE USED FOR FOUNDATION WALLS, FOOTINGS & SLABS / I I NEW I I I I I/ \ I TO BE 3000 PSI / II GAMEROOM II � TO MATCH i 11.) VERIFY ALL PLUMBING & ELECTRICAL DETAILS W/ OWNERS ON THE SITE I FLOOR I I 161'DOOR \ I DURING FRAMING CONSTRUCTION Ile I (VAULTED CEILING) 01 N I 30"DOUBLEHUNG IECC2015 RESIDENTIAL ENERGY EFFICIENCY DETAILS �OL DOUBLEHUNG / I I °D I I 1 F\ CLIMATE ZONE 5(USE EITHER PRESCRIPTIVE VALUES OR RESCHECK CALCULATION in 30"x 36" / BUILT-IN CABIN T/ fO I f LI �N TABLE 402.1.2(MINIMUM PRESCRIPTIVE INSULATION & FENESTRATION REQUIREMENTS) DOUBLEHUNG / I I HANGING IE I O I I I 01 CAB. FENESTRATION SKYLIGHT CEILING WOOD FRAMED WALL FLOOR BASEMENT WALL BASEMENT SLAB CRAWL SPACE WALL / M I I \ U-FACTOR U-FACTOR R-VALUE R-VALUE R-VALUE R-VALUE R-VALUE R-VALUE ---- 0.30 MASS• 0.55 49 20 or 13+5 30 15/19 10(4 FT.DEEP) 15/19 AMMEND. 30"x 36" NOTES: DOUBLEHU G NEW 1.R-VALUES ARE MINIMUMS&U-FACTORS ARE MAXIMUMS. DN. EGRESS ih STAIR 2. 15/19 MEANS R=15 CONTINUOUS INSULATED SHEATHING ON THE INTERIOR OR EXTERIOR OF THE HOME OR R=19 INSULATION CAVITY AT THE INTERIOR OF THE BASEMENT WALL 3.REFER TO IECC 2015 CHAPTER 4 FOR ALL INSULATION&ENERGY REQUIREMENTS 4. 13+5 MEANS R5 CONTINUOUS INSULATED SHEATHING ON THE WALL EXTERIOR A &R13 CAVITY INSULATION Al EXIST.2 x 8 RIDGE 9'-2" 2 x 6's @ 16"D.C. 38'-0" 5'_6" 12 EXIST.2 x 6 RAFTERS EXIST.F7�' AT 24"o.c. SECOND FLOOR PLAN TOP OF PLATE NEW SPRAY FOAM TIES AT EACH !T LEGEND: NEW 1/2"GYPSUM BOARD RAFTER 0 EXISTING WALLS - AZEK OR P.T. NEW SPRAY FOAM N DECKING& INSULATION(R20) CONSTRUCTION TO BE REMOVED � RAILINGS NEW GAMEROOM SMOKE DETECTOR M NEW CONSTRUCTION QC CARBON MONOXIDE DETECTOR NEW BATT INSUALTION(R30) SECOND FLOOR SUBFLOOR FASTEN JOISTS TO BEAM 1 W/SIMPSON ZAMX H2.5A P.T.2 x 8's @ 16"o.c. EXISTING 16"1-JOISTS @ 16"D.C. I INSTALL FLASHING UNDER TIES I HOUSEWRAP&DECKING 3-P.T.2 x 10's F, 1 DECKING FASTEN POSTS TO BEAM NEW 5/8"TYPE"X"FIRE RATED CO W/SIMPSON ZMAX ACE6 GYPSUM BOARD ON 1 x 3 POST CAPS STRAPPING AT 16"D.C. P.T.2 x 8 LEDGER BOARD SCREWED TO FLOOR JOIStRUBBER SOLID BLOCKING W/(2)LEDGERLOK SCREWS P.T.2 x 8's DECK JOISTS 16"D.C.W/ZMAX LU210 JOISTS HANGERS INSTALL SIMPSON DTT1Z TENSION TIES (2)LOCATIONS FROM HOUSE TO DECK JOIST TALL PEEL&STICK EXISTING NE WEEN LEDGER& GARAGE EATHING P.T.6 x 6 POSTS ON 12"DIA. CONCRETE SONOTUBES TO .T.2 x 8 LEDGER BOARD SCREWED TO 4'0"BELOW GRADE.USE SOLID BLOCKING W/(2)LEDGERLOK SCREWS SIMPSON ABU66 POST BASE 16"D.C.W/ZMAX LU210 JOISTS HANGERS &ECCL POST CAPS INSTALL SIMPSON DTT1Z TENSION TIES (2)LOCATIONS FROM HOUSE TO DECK JOIST 0 A SECTION @ GAMEROOM- TYPICAL DECK DETAIL Al THE ERRORSIGNER OROMIS LL BE OMISSIONS OTIFIED IF ARE SCALE : DRAWING NO. : ERRORS OR OMISSIONS ARE FOUND ON C OT U I T BAY DESIGN, L L C NEW ADDITION/REMODELING FOR: THESE CONSTRDRAWINGS THE(BUILDING CONTRACTOR 11 1 11 43 B REWSTE R ROAD WILL BE RESPONSIBLE FOR THE CONTENT /4 _0 IN THESE DRAWINGS IF CONSTRUCTION MAS H P E E ,MA. 02649 MCKEIGUE/CHAMBERLAIN RESIDENCE COMMENCES WITHOUT NOTIFYING THE DESIGNER OF ANY ERRORS OR OMISSIONS. DATE THESE DRAWINGS ARE SOLELY FOR THE USE PH. (508) 2 74— 66 OF THE OWNER NOTED.ANY OTHER USE OF Q Q FAX (508 539-9402107 THESE DRAWINGS REQUIRES THE WRITTEN 2/8/20 1 V Al ` ) BLUFF POINT DRIVE , CONSENT OF THE DESIGNER UNDER THE ARCHITECTURAL COPYRIGHT PROTECTION ACT OF 1990.