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0332 BONE HILL ROAD - Health
332~Bone Hill Road ;r stE le 3 R J i i S 0 i r DATE: d 6 IPI LL FBB: BARNSCAB.E. MASS. REC. BY Town of Barnstable SCHBD. DATB:�6 Board of Health 200 Maili Street, Hyannis MA 02601 Office: 508-8624644 Susan G.Rask,R.S. FAX: 508-790-6304 Sumner Kaufman,M.S.P.H. Wayne A.Miller,M.D. VARIANCE REQUEST FORM 'LOCATION Property Address: 3 3 2 Bone Hi-Il Road &A. 337 011 , sizeocLot _ 0. 8 acres Assessor's Map and Parcel Number: ________ _—___ Wetlands Within 300 Ft. Yes X Business Name: No Subdivision Name: Michael Borselli ApMCANT'SNAME: Falmouth Engine erin_q, Inc .Phone 508-495-1225 Did the owner of the property authorize you to represent hini or her? Yes X No PROP RlY OWNER'S NAME CONTACT PERSON Michael Borselli Name: Dorothy White __ Name: Falmouth Engineering, Inc. Address: 99 Storrs Ave . _ _ Address: 101 .Town Hall Square Br ntree, MA 02184 Falmouth, MA 02540 Phone: -- ----- `Phone: 508-495-1225 . VVARiANCE FROM REGULATION(Li-v Reg.) REASON FOR VARIANCE(May attach if more space needed) Town t^nrla _Se.p is System la_s- han 1 00 feet setback - �s_5 NATURE OF-WORK House Addition ❑ ????? House RenovationX] Repair of Failed Septic System ❑ rt, he kli t (lobe completed by office staff-person receiving variance request application) Please submit copies in 4 separate completed sets. Four(4)copies of the completed variance request form C=n < Four(4)copies of engineered plan submitted(e.g.septic system plans) restaurant kitchen tans dimensional floor tans submitted(e. .hut'a plans or rests p Four(4)copies of labeled d�men p g _ Signed letter stating that the property owner authorized you to repr ent him/her for this request . Applicant understands that the abutters must be notified by certife mail at least ten days prior to meeting date at applicants expense O��O (for Title V and/or local sewage regulation variances only) Full menu submitted(for.grease trap variance requests only) C:\Documents and Settings\decollik\Local Settings\Tempor y Inte les\OLK3CVARIREQ.DOC ) _ Variance .request application fee collected (no fee for lifeguard modification renewals, grease trap variance renewals [same. owner/leasee only],outside dining variance renewals[same owner/leasee only],and variances to repair failed sewage disposal systems [only if no expansion to the building proposed]) _ Variance request submitted at least 15 days prior to meeting date . VARIANCE APPROVED Susan G.Rask,R.S.,Chairman MAIL-IN REQUESTS NOT APPROVED _ _ Sumner Kaufman,M.S.P.H. REASON FOR DISAPPROVAL Wayne A.Miller,M.D. Please mail the completed variance application form to the address_ below. Also include four copies of engineering plans, house plans,,authorization letter, etc (see check-list below). In addition, please include the required fee amount (see fees at bottom of this page). Make $85.00 check payable to: Town of Barnstable. Our mailing address is: Town of Barnstable Public Health Division 200 Main Street Hyannis, MA 02601 Checlais( _ Four(4)copies of the completed variance request form _ Four(4)copies of engineered plan submitted(e.g.septic system plans) _ Four(4)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans) _ Signed letter stating that the property owner authorized you to represent him/her for this request' Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at applicant's expense (for Title V and/or local sewage regulation variances only) _ Full menu submitted(for grease trap variance requests only) _ $85.00,variance request application fee (no fee fair lifeguard modification renewals, grease trap variance renewals [same owner/leasee only], outside dining variance renewals]sane owner/leasee only],and variances to repair failed sewage disposal systems [only if no expansion to the building proposed]) Variance request submitted at least 15 days prior to meeting date FOR FAXED REQUESTS Our fax number is(508)790-6304. Please fax a completed application form. Also, you must mail the required $85.00 fee. Please make the check payable to: Town of Barnstable. The check must be mailed to the address listed above. In addition, please mail four copies of engineered plans, house plans, authorization letter, etc. (see check-list below): Checklist _ Four(4)copies of engineered plan submitted(e.g.septic system plans) .Four(4)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans) _ Signed letter stating that the property owner authorized you to represent him/her for this request. _ Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at applicant's expense (for Title V and/or local sewage regulation variances only) Full menu submitted(for.grease trap variance requests only) _ $85.00 variance request application fee (no fee for lifeguard modification renewals, grease trap variance.renewals [same owner/leasee only],outside dining variance renewals[same owner/leasee only],and variances to repair failed sewage disposal systems [only if no expansion to the building proposed]) Q TOWN/OF BARNST BLE LOCATION 33 oZ 38a c l9l // J2 o A SEWAGE# o64-31.) VILLAGE C,/ " 1ki ASSESSOR'S MAP&PARCEL ,33"? -0 INSTALLERS NAME&PHONE NO.19 6o� J-,or 77,,r t362 SEPTIC TANK CAPACITY l iSo 0 LEACHING FACILITY:(type) 3 i r v s-E'Q (size) ,3k ol� I a-K / NO.OF BEDROOMS 3 OWNER 7" PERMIT DATE: �7�® � COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY � � � n � �, n �� �� �� � .� � � � W � � _\ ` � e � . _. ® � —� C 3 �/a�i�'.�v r��s � �� uc3®X /s oo Sf � ® � n n� �' May 16 06 01 : 1Op p. 2 r Dorothy White 99 Storrs Avenue Braintree,MA 02184 781-843-3841 May 16,2006 Donald Desmarais,Health Agent Barnstable Board of Health Town of Barnstable 200 Main Street Hyannis, MA 02601 RE: Variance Request for 332 Bone Hill Road/Falmouth Engineering Inc.Job No.05142 Dear Mr. Desmarais: This letter will authorize Falmouth Engineering,Inc.to act on our behalf as our agent for the above-referenced project. . Thank you. Sincerely, Dorothy White DWnn n ^. CO E ray r+� No.— - __ ------ No.— Fee - --------- BOARD OF HEALTH TOWN OF BARNSTABLE r� 1 i J3 2pplicat ion-for Vett Congtruct ion Permit Application is hereby made for a permit to Constr ct (�/), Alter ( ), or Repair ( )an individual Well at: nLocation — Address A/ssess+orrs Map and Parcel Owner Address Installer — Driller Address Type of Building Dwelling—�_�- ----— —-- -- —- Other - Type of Building---___—____._______ No. of Persons------..-- —..... Type of Well ''S�' —____=_ Purpose of Well__C.0 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 . liance has been issued by the Board of Health. QSigned (v_ O �r� date Application Approved By 8 -- -- date Application Disapproved for the following reasons: date /. Permit No. -- Issued f _____ ______ date BOARD OF HEALTH TOWN OF BARNSTAB LE (Certificate Of (Compliance THIS IS TO CERTIFY, That the Individual Well Constructed ( ), Altered ( ), or Repaired ( ) by----_ _--__._.____-.__-----------�--__-------------'---------------------------------------------------------- Installer at—_ —_ ____ __ ---------------------------------------------------------------------------------- has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private 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--------------___. 6�� -�/�-/ L1_� - - ----- No.— - Fee— -�----- ----- +' BOARD OF HEALTH '} TOWN OF.- BARNSTABLE f 3 0pnlicat ion,forVell Con5tructionPermit. o Application is hereby made for a permit to Construct Alter ( ), or Repair ( )an individual Well at: JLocation - Address Assessors Map and Parcel " 2 Address ' ----- ------------------ Insta ler - Dr ller l f'�.., Address---- - Type of Building Dwelling -- —-----------------------—--- — Other - Type of Building No. of Persons----------------------- —__—____—. n Type of Well -�-s--t- ------------------- Capacity-------=---------------------------- Purpose of Well-. �1� 1�s� —_----- 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 Compliance has been issued by the Board of Health. Signed - ---- — *� date�--- 1 Application Approved By date —Application Disapproved for the following reasons:— ------------ —---------- date Permit No.- s -O ------ Issued . l date --------------5------ ,. ------------------- __ - BOAR}D-OF HEALTH TOWN k°67F`- ..YBARNSTA'BLE1 h � Certificate Of Compliance THIS IS TO CERTIFY, That the Individual Well Constructed ( ), Altered ( ), or Repaired ( ). b � + --------------------------------------------------- ----------------------- Installer at— _— ------ ---------------------------------------------------------------------------------- has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private 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--- - —--------------------------------- :r.....irrrrrrr.r�rr>.i.r•.rrw rr'+W+r+f+rwawwr«.N�.sY.:�url.�i.rrrr:.rmr rr rr rrYFrrr.mrr.e r.see-�enn�+r ena�as�e,�cr"rrr r.�yr.��.r BOARD OF HEALTH TOWN OF BARNSTABLE Ivell Con5tructiouPermit No. = '-s Fee— Permission is hereby granted NTAI to Construct Y),ZAer ( ), or Repair ( ) an Individual Well t- in a-& _ stree,-t 1 as shown on the application for ell Construction Permit No.-�� 4}� Dated— Q/n T BoardP of Hea DATE f l � { S G , Town"of Barnstable P# of r Department of Regulatory Services i APLA 4_ - Public ][1ealth,ffrABIA Diyi ion• Date t619 �e 200 Main Street.Hyannis MA 02601 + Date Scheduled Time_.f/J=(/—/l—' __ •`- Fee Pd: • Soil Suitability AssessMent fog- Sewage is sal Performed By: �i�1�0 � ��� Witnessed By: LOCATION& GENEZ�k INFORMATIONf e] /) . _ /_/-I Owner's Name (ilJ/vl Location Address 3ff� / 6 7" � Address ss Engineer's Name Assessor's Map/P4rcel: 3 j jq/ A NEW CONSTRU�`1•ION REPAIR Telephone# Cini.�1T!!�1 L �!G//.E( �Slopes(`Yo) C! 'l S Surface Stones f� Land Use •���� 2U- V ft Possible Wet Area UJ ft Drinking Water Well �. -0 ft Distances from: Open Water Body -- ., ', Drainage Way A ft. Property Line 7_��ft Other ft +J c tests,locate wetlands in proximity to boles) r, SKETCH:(Street name,dimensions of lot,exact locations of test holes&per �¢d Cyti d —^ . $�'�=' s /T•L PGA- �,;� Depth to Bedrock /v-4 Parent material(geologic) Depth to Groundwater- Standing Water in Hole: I Weeping from Depth Face Estimated Seasonal High Groundwater DtTER RNATION FOR SEASONA HIGH WATER TABLE Method Used: Qd Dep th to sail mOttics: tn. ia. - Depth Observed standing in obs.hole: —7— In ©roundwater Adjustment fe. Depth to weeping from swe of obs.hole: Add:factor, _ Adl.(Imundwater level, index Well# Reading Date: Index Well level - PERCOLATION TEST Dalce,s...ee. VL5 AN YStS Observation �� SIE � � Time at 9" Hole# f. Time at G" -- ^-- . Depth of Perc Time(9"-G") __�__._._ (, Start Pre-soak Time-0 End Pre-soak Rate M ./Inch 4. in •> ` - r Site Failed:__--- Additional Testing Needed.(Y/N) (f Site Suitability Assessment:'Site Passed • Observation Hole Data To Be Completed on Back--------- "P9 by Original: Public Health Division of wetland,you must first noti ***If percolation test is to be conducted within 100 f the Barnstable Conservation Division at least one (1)weidk prior to beginning- DEEP OBSERVATION HOLE LOG Hole# ,/ Depth from Soil Horizon Soil Texture Soil Color Soil 1 Other Surface(in.) (USDA) (Munsell) Mottling (Struc re,Stones,Boulders. Consistency.% ravel /o ff /V/lz�/L 51 c7 W05rtj /vYx 6/y Z y ' z 0C/0Vc a01vb 7-.sY�/ F DEEP OBSERVATION HOLE LOG. Hole# z s' 9 A0G Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistenc %Gravel 5,E tj`69cf�i� ��2�fv6 !o 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, Gravel `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 Flood Insurance Rate Man: Above 51J0 year flood boundary No— Yes Within 500 year boundary No Yes„ Within 100 year flood boundary No f Yes Depth of Natutall Occurring Pervious Material Does at least fofw feet of naturally occurring pervious material exist in all areas observed throughout the area proposed fbr the soil absorption system? Y� M If not,what is the depth of naturally occurring pervious material? Certification I certify that on. (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 train' g,ex ertiise and experien a described in 310 CMR 15.017.. Signature /°F Date QA$EFnCWERCI±09Iv1.DOC Cope Cod Test Boring Project 5 Rayber Road, Orleans, MA 02653 Boring No. 1 Dottie White project (508)240-1000 322 Bone Hill Road div. Desmond Well Drilling, Inc. Sheet 1 of 1 Cummaquid Driller: Thomas E Desmond III Helper: Neal Nevin Boring location: Inspector: Dave Martin(Falmouth Engineering) r Ground Surface Elevation: - 9 9) Date start: - Date end: Sampler consists of a two inch split Notes: Auger Size:6 1/4"x 4"H.S.A spoon driven using a 140 lb. "' - - - hammer falling thirty inches Casing Size: _ Depth -' ' - Screen Size: Sample (FT) NOEEj DEPTH/FT BLOWS 6" ' Sample Description Well Installation 0 -1 -2 -3 -4 -5 1 24/24 5-7 3-3-4-4 Light brown silty clay -6 -7 -8 -9 -10 -11 -12 -13 -14 _ -15 -16 -17 2 24/.16 17- 19 3-3-5-5 Light brown fine silty sand -18 Little clay 19 3 24/18-20 19-21 5-6-8-6 Light brown fine silty sand Wet clay -21 4 24/12 21 -23 6-7-12-12_ Light brown fine silty-sand Little clay -24 -23 5 24/21 23-25 3-5-4-6 Light brown very fine sand Trace silt 25 6 24/21 25-27 2-7-12-12 Light brown very fine sand -26 -27 7 24/12 27-29 1-2-5-8 Brown wet fine sand -28 -29 -30 Well Depth: N/A -31 Static: 10' -32 End of boring:27' -33 End of sample: 29' -34 Granular Soils Cohesive Soils BLOWS/FT DENSITY BLOWS/FT DENSITY Proportions Used Well Installation Key 0-4 V.LOOSE >2 ® -CONCRETE ' 4- 10 _V•SOFT Trace,0- 10% LOOSE 2-4 SOFT Little 10--10 SAND PACK 10-30 'M. DENSE 4-=8` Z -SOIL BACKFILL 30-50 M.STIFF Some 20-35% DENSE 8- 15 STIFF And 35-50% ® -BENTOI >50 V. DENSE 15-30 V.STIFF "' -SCREEN >30 HARD -APPROX.WATER CAPE COD TEST BORING . BORING N0.1 No. V't.ci ��� Fee THE COMMONWEALTH OF MASSACH.USC-}S Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 2pplicatiou. for &5pogat �bpgtem Cougtruction Perron Application for a Permit to Construct( ) Repair i Upgrade( ) Abandon( ) ❑ Complete System ❑Individual Components Location AddF ss or Lot No. i �� n v i Owner's Name,Address,end Tel.No. 3a. Ifo -V � I��xv 1 4)0 r ���Y X Assessor's Map/Parcel 337 o i l Installer's Name,Address,and Tel.No, Designer' Na/`�e,Address an Tel.No. ' Tiffs'/ �r/6'G r'✓� Type of Building: Dwelling No.of Bedrooms 2S Lot Size sq.ft. Garbage Grinder ( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided 3 'Crf gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank (S'C;p ® 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 He . Si Date 7 Zo e� Application Approved by Date Application`Disapproved by: Date for the following reasons Permit No. cf).QO (G Date Issued 111714 No... Q �J ��+� °, Fee / THE COMMONWEALTH OF MASSACF�:�J�SES Entered in computer: PUBLIC HEALTH-.DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes ZtppYication for &5poal 6pgtem Congtruction Permit Application for a Permit to Construct O Repair.(') Upgrade O Abandon O El Complete System ❑Individual Components Location Addr ss or Lot No. �a^ <h ijJv I Owner's Name,Address,jand Tel.No. 3a. o �vz- i f/;, D°— r Assessor's Map/Parcel 337 Q, /'. Installer's Name,Address,and Tel.No. Desi ner_s Name.Address and Tel.No. ' <q✓2 /+ to<v S T om/ ",0vT C, /_^��S .y r" �✓` Type of Building: Dwelling No.of Bedrooms Lot Size sq. ft. Garbage Grinder ( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 3 �1 gpd Design flow provided 3 y �. gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank l © Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) /`' l �-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 H�palfflfii. � / Si -ned Date Application Approved by _ Date4 2 Application Disapproved by: Date for the following reasons Permit No. 14;L00 (U —3 / Po — Date Issued 1171 THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed ( ) Repaired ( ) Upgraded ( ) l Abandoned( )by "qx' C at 3 3--1 L30 '.,- & has been constructed in accordance ) / with the provisions of Title 5 and the for Disposal System Construction Permit N..oo.�-.�c9cc)6 - �� dared / �` b Installer 1 G/--) Designer //� ^vv 7-4 C<v < #bedrooms Approved desi n flow c3 - Q gpd The issuance of this permit shall ript be cobstrued as a guarantee that the sy( ernwill fun ti as esi •ned. Date f Inspec�o —————————'— - ————————————————————————— — — —- — No. _�-'` Fee�50 THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS 1=i!5po!9al 6pgtem Construction Permit Permission is hereby granted to Construct ( ) epa}i' )-``Up rade ( ) Abandon ( ) System located at � �. �Di✓ l i /� rrw `r' 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 ust be/completed within three years of the date permi'. 77) Date Approved by�,....1 s , Town of Barnstable. Regulatory Services # _ Thomas F.Geiler,Director NAM Public Health Division :v. • Thomas McKean;Director 200 Main Street,Hyannis,MA 02601 Office:.508-362-4644 Pax: 509-790-6304 Installer&Destwer-Cerdfication Form Date: Sewage Permit# Assessor's MaplParcel AL Designer. F &1 ,.TJk.Installer. Address: . y LD wz� Sf'., l,ll1�`� Address: On 10,12A $ ,ma c et (0 -5 J was issued a permit to install a ( ) (installer) septic system at 33a Ili �0 based on a design drawn by (aftem) 51 let 1- to las Gos rr v.�j►o �v Giu. dated (d igner) �.I certify that the septic system referenced above was installed substantially ac4ording to the design, which may include minor apRroved changes such as lateral reloca on of the x� distribution box and/or septic tank. Stnpout (if required) was inspected al. the s were found satisfactory. o �1 n I certify that the septic system referenced above was installed with maj `' ges Vie. �v greater d= 10' lateral relocation of the SAS or any vertical relocation of eompownt , of the septic system)but ist accordance with State&Local Regulations. PI revisift or certified as-built by designer to follow. Stripout(if requ' ected and the:Rsoils yAqound satisfactory. t%OF q��cy of MICHAEL J. BORSELLI. ( ' $igIIatUre) CIVIL No 35Is 054 w@ c ONAL� G`�� (Design s Signa ) (Affix DaigWraNimp Here) PLEASETOAAMTABLE PUBLIC HEALTH CERTIFICAU CENOT BE J§SUED UNTIL BOTIJA - ' B L N. THANK YOU. QA6ep 6U)c9sm CeutiSeuion Form Rev 03-09.06.doc EXCERPT FROM BOH MINUTES —JUNE 13, 2006 MEETING B. Michael Borselli, Falmouth Engineering, representing Dorothy White, 332 Bone Hill Road, Barnstable, 0.80 acre parcel, requesting a variance of setback from coastal bank from 100 feet to 52 feet, house renovation proposed. Michael Borselli and Jim Hollis from Falmouth Engineering were present and stated the house will be gutted and remodeled with no increase in bedrooms. He stated the depth of the test holes are 29 feet and are located right in the area of the SAS. The existing well would be too close to the new septic system, so they have a proposed well for the lot. Upon motion duly made by Dr. Canniff, seconded by Dr. Miller, the Board voted to (a) Revise the plans to show the location of the test holes (in the SAS area), (b) Must test the water from the proposed well water location before obtaining a septic permit, (c) No more than three (3) bedrooms are authorized at this property, and (d) The applicant shall record a properly worded deed restriction, signed by the property owner, at the Registry of Deeds restricting the number of bedrooms at this property to three (3), before the applicant obtains a disposal works construction permit. (Unanimous vote in favor.) Q:\MINUTES\EXCERPT OF MINUTES\Excerpt BOH Jun2006 332 Bone Hill.doc r Ji P�ppIKE TQ�� Town of Barnstable * * * AARNSrABLE, + "A9 a6gq. Board of Health �pA �0 rf0 MA'S a, 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Wayne Miller,M.D. FAX: 508-790-6304 Sumner Kaufman,MSPH Paul Canniff,D.M.D. July 14, 2006 Mr. Michael Borselli Falmouth Engineering, Inc. 101 Town Hall Square Falmouth, MA 02540 RE: Variances Granted/ 332 Bone Hill Road, Barnstable A= 337-011` Dear Mr. Borselli, You are granted variances, on behalf of your client, Dorothy White, to construct an onsite sewage disposal system at 332 Bone Hill Road, Barnstable, Massachusetts. The following variance is granted: Section 360-1 The soil absorption system will be located 52 feet away from a coastal bank, in lieu of the minimum 100 feet separation distance required. This variance is granted with the following conditions: (1) The engineering plans shall be revised to show locations of all test holes. (2) No more than three (3) bedrooms maximum are authorized at this property. Dens, study rooms, offices, finished attics, sleeping lofts, and similar-type rooms are considered "bedrooms" according to the MA Department of Environmental Protection. (3) The applicant shall record a properly worded deed restriction, signed by the owner of the property, at the Barnstable County Registry of Deeds restricting the property to three (3) bedrooms maximum. A copy of the recorded deed restriction shall be submitted to the Health Agent prior to obtaining a disposal works construction permit. I Q:W P/BorselliBoneHi112006 i (4) The well water shall be tested for pH, total coliform bacteria, Nitrate, sodium and iron prior to obtaining a disposal works construction permit. (5) The septic system shall be installed in substantial conformance with the revised plans. (6 The designing engineer shall supervise the construction of the onsite sewage disposal system and shall certify in writing to the Board of Health that the system was installed in substantial compliance with the revised plans. These variances are granted because the physical constraints at the site severely restrict the location of the soil absorption system due to the close proximity of a coastal bank which runs along the northeast and northwest boundaries of this property. Sincerely yours, Wayne Miller, M.D. Chairman Q:WP/BorselliBoneHi112006 i, Falmouth Engineering, Inc. LETTER OF TRANEWTAL 101 Town Hall Square Falmouth, MA 02540 DATE D JOB NO. Phone(508)495-1225 ATTENTION Fax(508)495-3229 RE: www.falmouthengineering.com TO �12�( '� - � . ZoMaAK qwal"5 ' a WE ARE SENDING YOU ❑Attached ❑Under separate cover via the following items: ❑ Shop Drawings ❑ Prints Wians ❑Samples ❑ Specifications ❑ Copy of letter ❑ Change order ❑ COPIES DATE NO. DESCRIPTION 10 aS 05' J` 1or b Nei b D THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FOR BIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS 1 COPY TO SIGNED d Town of Barnstable Board of Health 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Wayne Miller,M.D. FAX: 508-790-6304 Sumer Kaufman,MSPH Paul Canniff,D.M.D. July 14, 2006 Mr. Michael Borselli Falmouth Engineering, Inc. 101 Town Hall Square Falmouth, MA 02540 FtEarraesGar,ed3 � teIRa`a , Ber �take, Q Dear Mr. Borselli, You are granted variances, on behalf of your client, Dorothy White, to construct an onsite sewage disposal system at 332 Bone Hill Road, Barnstable, Massachusetts. The following variance is granted: Section 360-1 The soil absorption system will be located 52 feet away from a coastal bank, in lieu of the minimum 100 feet separation distance required. This variance is granted with the following conditions: (1) The engineering plans shall be revised to show locations of all test holes. (2) No more than three (3) bedrooms maximum are authorized at this property. Dens, study rooms, offices, finished attics, sleeping lofts, and similar-type rooms are considered "bedrooms" according to the MA Department of Environmental Protection. (3) The applicant shall record a properly worded deed restriction, signed by the owner of the property, at the Barnstable. County Registry of Deeds restricting the property to three (3) bedrooms maximum. A copy of the recorded deed restriction shall be submitted to the Health Agent prior to obtaining a disposal works construction permit. Q:WPBorselliBoneHill2006 (4) The well water shall be tested for pH, total coliform bacteria, Nitrate, sodium and iron prior to obtaining a disposal works construction permit. (5) The septic system shall be installed in substantial conformance with the revised plans. (6 The designing engineer shall supervise the construction of the onsite sewage disposal system and shall certify in writing to the Board of Health that the system was installed in substantial compliance with the revised plans. These variances are granted because the physical constraints at the site severely restrict the location of the soil absorption system due to the close proximity of a coastal bank which runs along the northeast and northwest boundaries of this property. I y yours, V IA41.t' ; i Wa Mil r, M.D. Ch irman Q:WP/Borsel iBoneffi112006 1 i7-31-2006 a i i9 o 52ct DEED RESTRICTION WHEREAS, r_0T4y A W 14 1'71=F- of (owners name) 99 R/eA/ 6/ MA. ' (address) is the owner of 3-3 Q Bogy IJI LJ located l� (address) �� at Uft2�yS Tl� BL.r= MA (hereinafter referred to as and being shown on a plan entitled "Subdivision of Land in 6A-eNS-r A 9L MA, Property et al, duly recorded in Barnstable County Registry of ,-1 Deeds in Plan Book , Page Or on Land Court Plan Number WHEREAS, as the owner of said lot has (owners name) agreed with the Town of Barnstable Board of Health to a restriction as to the number,of bedrooms which can be included in any home built on said lot as a pre-condition to obtaining a disposal works construction permit in compliance with 310 CMR 15.000 State Environmental Code, Title V, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage; WHEREAS, the Town of Barnstable Board of Health, as a pre-condition-to granting a disposal works construction permit for a septic system in compliance with 310 CMR 15.200, State Environmental Code, Title V, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage, and-authorizing the issuance of a building permit for the construction of a single family home on this property, is requiring that the agreement for the restriction on the number of bedrooms in any house constructed on the lot be put on record with the - Barnstable-County Registry of Deeds by recording this document, aeear r NOW, THEREFORE, oTwy /4. l4J. does hereby place the (owner's name) following restriction on his above-referenced land in accordance with his agree ent.with the.Towmof Barnstable Board of H. wh*e#reWetion run with the land and be binding upon all.successors in title: 1 )PQAT may have constructed (address) upon the lot a house containing no more than bedrooms. (owners name) agrees that this shall be permanent deed restriction affecting .,__located on &rqAls W MA. and . being shown on the plan recorded in Plan Book 13 , Paged . Or on Land Court Plan For title of see the following deed: Book , Page. . Or Land Court Certificate of Title Number Executed as a sealed instrument day off= �y Q Ownerss signa0e Owner's signature Owners signature COMMONWEALTH OF MASSACHUSETTS . ss 20 Then personally appeared.the above-named known to me to be the person who executed the foregoing instrument and acknowledged the same to be free act and deed, before me, IL Notary Public My commission expires: (date) l BARNSTABLE REGISTRY OF DEEDS 08/02/2006 WED 14: 10 FAX 5083627103 Barnstable CTY HealthLab --- BARNSTABLE HEALTH 0001/003 t i_ CERTIFICATE OF ANALYSIS page Barnstable County Health Laboratory Report Dated: 8/2/2006 Report Prepared For: Shaun F. Harrington Order No.: G0637274 All Cape Well Drilling P O Box 126 Brewster, MA 02631 Laboratory ID#: 0637274-01 Description: Water-Drinking Water Sample#: Sampling Location�3 2 Bone Hill Rd.Cummaquid,- Collected: 8/1/2006 Collected by: SFH Received: 8/1/2006 Routine +Ammonia i ITEM RESULT UNITS RL MCL Method# Tested LAB: IC Lab Ammonia BRL mg/L 0.20 EPA350.3 8/1/2006 LAB: Inorganics Nitrate as Nitrogen BRL mg/L 0.10 10 EPA 300.0 8/1/2006 i j LAB: Metals j Copper BRL mg/L 0.10 1.3 SM 3111B 8/l/2006 Iron BRL mg/L 0.10 0.3 SM3111B 8/l/2006 Sodium 17 mg/L 1.0 20 SM 3111B 8/l/2006 i LAB: Microbiology Total Coliform Absent P/A 0 0 309 8/1/2006 LAB: Physical Chemistry Conductance 170 umohs/cm 2.0 EPA 120.1 8/1/2006 DR- 6.6 pH-units 0 EPA 150.1 8/1/2006 EPA 524.2- Volatile Organics by GUMS ( ITEM RESULT UNITS RL MCL Method# Tested � LAB: GCIMS 1,1,1,2-Tetrachloroethane BRL ug/L 0.5 EPA 524.2 8nr2006 I 1,1,1-Trichloroethane BRL ug/L 0.5 200 EPA 524.2 8/l/2006 I1,1,2,2-Tetrachloroethane BRL ug/L 0.5 EPA 524.2 8/l/2006 { 1,1,2-Trichloroethane BRL ug/L 0.5 5.0 EPA 524.2 8/1l2006 1,1-Dichloroethane BRL ug/L 0.5 EPA 524.2 8/l/2006 1,1-Dichloroethene BRL ug/L 0.5 7.0 EPA 524.2 8/l/2006 i RL = Reporting Limit IMCL=Maximum Contaminant Level Superior Court House, PO.Box 427, Barnstable, MA 02630 Ph:508-375-6605 j .. 08/02/2006 WED 14: 10 FAX 5083627103 Barnstable CTY HealthLab BARNSTABLE HEALTH 0002/003 c ` CERTIFICATE OF ANALYSIS Page: 2 1 rmS' r Barnstable County Health Laboratory Report Dated: 8/2/2006 Report Prepared For: Shaun F.Harrington Order No.: G0637274 All Cape Well Drilling P O Box 126 Brewster, MA 02631 1,1-Dichloropropene BRL ug/L 0.5 EPA 524.2 8/1/2006 i 1,2,3-Trichlorobenzene BRL ug/L 0.5 EPA 524.2 8/1/2006 1,2,3-Trichloropropane BRL ug/L 0.5 EPA 524.2 8/1/2006 1,2,4-Trichlorobenzene BRL ug/L 0.5 70 EPA 524.2 8/1/2006 1,2,4-Trimethylbenzene BRL ug/L 0.5 EPA 524.2 8/l/2006 1,2-Dibromo-3-chloropropa BRL ug/L 0.5 EPA 524.2 8/1/2006 2-Di u 0.5 1, bromoethane(EDB) BRL ug/L EPA 524.2 8/1/2006 1,2-Dichlorobenzene BRL ug/L 0.5 600 EPA 524.2 8/1/2006 1,2-Dichloroethane BRL ug/L 0.5 5.0 EPA 524.2 8n/2006 1,2-Dichloropropane BRL ug/L 0.5 EPA 524.2 8/1/2006 1,3,5-Trimethylbenzene BRL ug/L 0.5 EPA 524.2 8/1n006 1,3-Dichlorobenzene BRL ug/L 0.5 EPA 524.2 8/1/2006 1,3-Dichloropropane BRL ua 0.5 EPA 524.2 8/1/2006 1,4-Dichlorobenzene BRL ug/L 0.5 5.0 EPA 524.2 8/1/2006 2,2-Dichloropropane BRL ug/L 0.5 EPA 524.2 8/l/2006 2-Chlorotoluene BRL ug/L 0.5 EPA 524.2 8/1/2006 4-Chlorotoluene BRL ug/L 0.5 EPA 524.2 8/1/2006 Benzene BRL ug/L 0.5 5.0 EPA 524.2 8/l/2006 Bromobenzene BRL ug/L 0.5 EPA 524.2 8/1/2006 i Bromochloromethane BRL ug/L 0.5 EPA 524.2 8/1/2006 Bromodichloromethane BRL ug/L 0.5 EPA 524.2 8/1/1006 Bromoform BRL ug/L 0.5 EPA 524.2 8n/2006 Bromomethane BRL ug/L 0.5 EPA 524.2 8n/2006 Carbon tetrachloride BRL ug/L 0.5 5.0 EPA 524.2 8/112006 i - Chlorobenzene BRL ug/L 0.5 100 EPA 524.2 8/1/2006 i Chloroethane BRL ug/L 0.5 EPA 524.2 8/1/2006 Chloroform BRL ug/L 0.5 80 EPA 524.2 8/1/2006 Chloromethane BRL ug/L 0.5 EPA 524.2 8/1/2006 cis-1,2-Dichloroethene BRL ug/L 0.5 70 EPA 524.2 8/l/2006 i RL = Reporting Limit MCL=Maximum Contaminant Level Superior Court House, PO.Box 427, Barnstable, MA 02630 Ph: 508-375-6605 08/02/2006 WED 14: 10 FAX 5083627103 Barnstable CTY HealthLab --- BARNSTABLE HEALTH 0003/003 Page: 3 CERTIFICATE OF ANALYSIS Barnstable County Health Laboratory Report Dated: 8/2/2006 Report Prepared For: Shaun F.Harrington Order No.: G0637274 All Cape Well Drilling P O Box 126 Brewster, MA 02631 cis-1,3-Dichloropropene BRL ug/L 0.5 EPA 524.2 8/l/2006 Dibromochloromethane BRL ug/L 0.5 EPA 524.2 8/1/2006 Dibromomethane BRL ug/L u.s EPA 524.2 8/l/2006 I Dichlorodifluoromethane BRL ug/L 0.5 EPA 524.2 8/1/2006 Ethylbenzene BRL ug/L 0.5 700 EPA 524.2 8/l/2006 Hexachlorobutadiene BRL u&/L 0.5 EPA 524.2 8/1/2006 Isopropylbenzene BRL ug/L 0.5 EPA 524.2 8/Ii2006 Methyl-tert-butyl ether BRL ug/L 0.5 EPA 524.2 8/l/2006 Methylene chloride BRL ug/L 0.5 5.0 EPA 524.2 8/1/2006 n-Butylbenzene BRL ug/L 0.5 EPA 524.2 8/1/2006 n-Propylbenzene BRL ug/L 0.5 EPA 524.2 8/1/2006 Naphthalene BRL ug/L 0.5 EPA 524.2 8/l/2006 p-Isopropyltoluene BRL ug/L 0.5 EPA 524.2 8/I/2006 sec-Butylbenzene BRL ug/L 0.5 EPA 524.2 8/l/2006 Styrene BRL ug/L 0'5 100 EPA 524.2 8/I/2006 tert-Butylbenzene BRL ug/L 0.5 EPA 524.2 8/1/2006 Tetrachloroethene BRL ug/L 0.5 5.0 EPA 524.2 8n/2006 Toluene BRL ug/L 0.5 1000 EPA 524.2 8/1/2006 Total xylenes BRL ug/L 0.5 10000 EPA 524.2 8/1/2006 trans-1,2-Dichloroethene BRL ug/L 0.5 100 EPA 524.2 8/l/2006 trans-1,3-Dichloropropene BRL ug/L 0.5 EPA 524.2 8/1/2006 Trichloroethene BRL ug/L 0.5 5.0 EPA 524.2 8/1/2006 Trichlorofluoromethane BRL ug/L 0.5 EPA 524.2 8/l/2006 j Vinyl chloride BRL ug/L 0.5 2.0 EPA 524.2 8n/2006 Water sample-meets the recommended'lim`itsfor deinking water of all the above tested_parameters. Approved By t (Lab erector) RL = Reporting Limit MCL=Maximum Contaminant Level Superior Court House, PO.Box 427, Barnstable, MA 02630 Ph:.508-375-6605 Page 1 of 2 Desmarais, Donald From: Michael Borselli [mike@falmouthengineering.com] Sent: Friday, April 28, 2006 5:03 PM t To: Desmarais, Donald Cc: jal@gainc.com; David Martin Subject: property of Dorothy White, 332 Bonehill Rd. Dear Mr. Desmarais, I have attempted to contact you via the telephone and but a"drop by" visit, however you were out doing inspections. As you know,we are advancing a permit process to renovate the existing house at this property. There is an existing septic system serving the house. This septic system has not failed. The existing house contains 3 bedrooms. The renovated house will contain 3 bedrooms. My client, Dorothy White wishes to upgrade the septic system as part of the capital improvements to the property, not because the system has failed. She wishes to do upgrade the system voluntarily. As a first step, we arranged for Dave Stanton of your office to witness soil evaluations and percolation tests at the property. The soils encountered were not suitable for a new soil absorption system until a depth in excess of 20' feet. At the time of the testing, we were not able to demonstrate to Mr. Stanton that there was four feet of naturally occurring permeable soil existing within the test hole because of the excessive depth and intrusion of groundwater. The groundwater was encountered at a depth of at least 20 feet. The test holes were excavated to at least 24 feet. Mrs. White is willing to upgrade the septic system, even though there is considerable cost associated with this upgrade due to the extreme strip-out of unsuitable soils. However, in order to prove to the health department that there is four feet of suitable material, it appears that a boring rig must be retained to sample the soils as well as performance of a sieve analysis. We have scheduled this equipment to visit the site next week. When the new system is designed and the plans are completed, there will be variances from the Barnstable Board of Health needed. We anticipate that a variance from the minimum setback of 150'from a well to SAS be needed. We also anticipate a variance from the minimum setback of 1 00'from a coastal bank will be necessary. Can you please provide us with the submission requirements for the variances and a time frame for approval? We would appreciate your advice. We are currently scheduled for a Conservation Commission hearing on May 23. We intend to apply to the Board of Health and hopefully have a hearing date scheduled with the board of Health to report to the Conservation Commission on May 23. Rob Gatewood,Administrator for the Conservation Commission and I have discussed this matter in great detail. Mr. Gatewood indicated to me that he could support an Order of Conditions with a special condition requiring upgrade of the septic system as part of the overall renovation process. Since my client wishes to upgrade, this condition would be acceptable, assuming the Board of Health would approve the upgrade. We have to assume the Board of Health would approve the upgrade because it would be better for the environment and public health to upgrade than to leave the old system in place. Since time is of the essence, we would appreciate a response from you as soon as is possible. Thanks for you attention to this matter. Regards, Mike 7/3/2006 Page 2 of 2 Falmouth Engineering, Inc. 101 Town Hall Square Falmouth, MA 02540 508-495-1225 FAX: 508-495-3229 Please visit our website at: www.falmouthengineering.com I I 7/3/2006 CIVIL ENGINEERING ® WETLANDS PERMITTING WASTEWATER DESIGN COASTAL ENGINEERING TITLE 5 PLOT PLANS PIERS AND DOCKS LAND USE PLANNING COMMERCIAURESIDENTIAL Serving Cape Cod and Southeastern Massachusetts May 19, 2006 BY CERTIFIED MAIL RETURN RECEIPT REQUESTED RE: Dorothy White, 332 (Bone Bti➢i RoA&,Barnstable, MA Our Job No. 05142 To Whom t ay oncern: The Town of Barnstable Board of Health will hold a public hearing regarding a variance request to install a septic system within 100 feet of a coastal bank at the above-referenced property. The public hearing will be held on Tuesday, June 13, 2006, at 3:00 p.m. at the Barnstable Town Hall in the Selectmen's Conference Room. O If you have any questions, please contact this office. Sincerely, Michael J. Borselli, P.E. President S\ ! N MJB:mbms, ` U c . _ c Don Demarals Barnstable Health Agent Dorothy White Jim Luker PTROJECTSIWhite,Dorothy\BOH abutter Itr for Dorothy White variance.doc 101 Town Hall Square• Falmouth,MA 02540- 508.495.1225 • 508.495.3229 fax•website www.falmouthengineering.com Mai 23 06 03: 01p p. 1 Phone: 508-495-1225 Fax: 508-495-3229 Falmouth Lina.falmouthengineering.com Davida-falmouthengineering.com Engineering., MikeCa)-falmouthengineering com To: Donald Demarais - From: David Martin Fa= 508-790-6304 Pages: 5 (including this page) Phone: Date: May 23, 2006 Re: 332 Bone Hill Road CC: ❑Urgent For Review ❑Please Comment ❑ Please Reply ❑ Please Recycle Sieve analysis, as requested. Please call if you have any questions. David Mai 23 06 03: 01p p. 2 BRl© S Briggs Engineering & Testing A Duman ew PX Amcwm lAv- May 22,2004 Falmouth Engineering,Inc. 101 Town Hall Square Falmouth,MA 02540 Attn: Mr.David H.Martin Tittle V Sot1 Analysis Address: 332 Bone Hill Rd.I Sample"A" Briggs# Tested: 5-22-06 I Tab Ref_No. Description Source M-13584 410 Fraction Site sample A" 2.Particle Size Analysis {ASTM D 422) Sieve Size Results Standard Alternate 1%Passt g by Wt.} 2.0 MTn #10 100 0.850 mm #20 88 0.425 mm #40 70 0.180 min 46 0.150 mm #100 41 0.053 Mm #270 28.0 0.0357 mm 26 0.0228 ram -- 23 0.0 TT3 mm 20 0.0096 mm 1 0.0068 mm 15 0.0034 mm 7 Mffirrm-m 4 3. The above analysis was performed in accordance with D.E.P. po1icy#l3RPlDWM/PeP-001-1, Appendix 2. Respectfully Submitted, BRIG GS F.NGINEERkNG&TESTING A Division of PK Associates,Inc. M k Liebert Laboratory Director Construction Technology Divisioc enclosures: graph www.brigpcnginecring.com -- t 00 Weymouth Street-Unit 6-1 100 Pound Road Rockland.MA 02370 Cumberland,R1 02864 Phone(781)871-6040•Fax(781)871-7982 Phone(401)658-2990 a,Fax(401)659-2977 z0'd Z96LTLSTEIL JN3 SUBI69 S9:ST 900z-ez-AUW 1 : 1 1 C' r Briggs Engineering Testitt-g Date Tested: 5/22t06 1Ref. 1 . 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The above analysis was performed in accordance with D.E.P,policy#BRPIDWMIPeP-001-1, Appendix 2. Respecfully Submitted, 3RIGGS ENGINEERING&'TESTING A Division of PK Assn&iates,Inc;, > i Mark D- Liebert Laboratory Director Construction Technology Division --enclosures: graph -•----' ...- ---•-_.-• _ .._.__ � - I www.briggsengince3ring.com 100 Weymouth Sweet-Unit B-1 100 Pound Road Rockland.MA 02370 Cumberland,RI 02864 Phone(781)871-6040•Fax(781)871-79R2 Phone(401)6S8.2990•Fax(401) 6,58-2977 bB'd Z@6LLL@tieL JtO S�)�1 90:ST 990-L--zZ—Am .. 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Cd i /r max rd 3' '' fir✓"'- � , .On, Eli y r In. z4/ ' a � �..•'•� =y Logged In As: Parceli Monday, March 27 2006 Parcel Lookup - Parcellnfo Parcel ID 1 337 011 Developer Lot Location 1332 BONE HILL ROAD Pri Frontage 1355 r- __-__. I ---I— ___. ,__ __'I Sec Road i Sec Frontage Village BARNSTABLE Fire District BARNSTABLE .. ..._ _....... .... "_._...__.. ...__ ' __... ...._..._ .......... .... Sewer Acct Road Index _0153 - Owner Info Owner 1WHITE, DOROTHY A Co-owner. . �... .. _ .,...., ._...................... Streets 199 STORRS AVE Streetz ------- . ._ City?BRAINTREE State MA zip02184 Country;USA Land Info..._ _ — Acres.0.80 Use Multi Hses MDL zoning`RF1 Nghbd 0110 ._...... ...... ............ . _. ...... Topography;Level Road =Paved >.. ...... .... ._ ......... .....__... ... .. ................. _......_ utir ie§;Public Water, s,Septic Location E o w✓i rN vvl c, e Construction Info ...... .... _.. __..__.... . ........._.... .... _.... .. .......... .................... ........._ ...... .............. Building I f 2 Year 1932 Roof Gable/HI AC None Built Struct Type i Effect Roof Bed l 1566 As h/F GIs/Cm 3 B 11 edrooms Area � Cover p Rooms Int_ ..�__�.� Bath '_ style Cottage ,Drywall Wall Rooms Model Residential Total 15 Rooms ,. . ._ P Rooms Int r._ ,..,.. Bath I" ,Grade ,Avefage Floor- Style l Kitchen Stories 1 Story F A Style f Ext'Wood Shingle � Heat r����� ���������� Bath �_. Wall Fuel Split 1— _.__ .. Heat r. Found- _.. _._... Type lNone ation§None Building2 of 2 Year ww _.. Roof, �_, ,..... AC I,.._. . .._ _ Built'195C1 Struct;Gable/Hip Type=None Effect .. __ .__....-.. Roof __ ....�,.__..._ Bed _.. 368 3Asph/F GIs/ 1 Bedroom Area Cover Rooms I. Style Cottage Int Winimum Bath I Wall # Rooms i Total f ` LModel aResidential Rooms 12 Rooms Int Bath r , Grade.Below Average Floor Style L.... ' Stories 1 Story Kitchen n i � Style Ext` Heat( Bath _ _�.__. ��' 11 01 N Wall :Wood Shingle Fuel 1 split lDWI 3 Sri Heat, , Found- _._ ........ ,v Type?None anon None Permit History __... ................ _._....._ ................... ............................. Issue Gate Purpose Permit# Amount Insp Date Comments Visit History __ ..._ _..._...._ ..._ _....... ._.... ... . ...._. Date Who Purpose - ...._. __ ....... 5/18/2000 12:00:00 AM Paul Talbot Meas/Listed 10/15/1993 12:00:00 AM ME Sales History Line Sale Date Owner Boot{/Page Sale Price 1 7/15/1994 WHITE, DOROTHY A 9299/152 $1 2 WHITE, FLORENCE 6383/006 $0 3 WHITE, FRANK C & DOROTHY A 2033/276 $0 Assessment History ..__..__.__,.._.- Save# Year Building Value XF Value OB Value land Value Total Parcel Value 1 2006 $128,600 $2,000 $0 $463,500 $594,100 2 2005 $117,300 $1,900 $0 $426,900 $546,100 3 2004 $103,900 $1,900 $0 $365,900 $471,700 4 2003 $76,200 $1,900 $0 $186,300 $264,400 5 2002 $76,200 $1,900 $0 $186,300 $264,400 6 2001 $76,200 $1,900 $0 $186,300 $264,400 7 2000 $61,500 $0 $0 $135,700 $197,200 8 1999 $61,500 $0 $0 $135,700 $197,200 9 1998 $61,500 $0 $0 $135,700 $197,200 10 1997 $48,200 $0 $0 $109,800 $158,000 11 1996 $48,200 $0 $0 $109,800 $158,000 12 1995 $48,200 $0 $0 $109,800 $158,000 13 1994 $44,200 $0 $0 $109,800 $154,000 14 1993 $44,200 $0 $0 $109,800 $154,000 15 1992 $50,400 $0 $0 $122,000 $172,400 at 16 1991 $50,000 $0 $0 $149,200 $199,200 17 1990 $50,000 $0 $0 $149,200 $199,200 18 1989 $56,400 $0 $0 $149,200 $205,600 19 1988 $37,300 $0 $0 $66,600 $103,900 L21 20 1987 $37,300 $0 $0 $66,600 $103,900 1986 $57,800 $0 $0 $55,500 $113,300 Photos __ i .r WHITE RESIDENCE .332 BONE HILL RD., CUMMAQUID, MASSACHUSETTS: 02637 EXISTING OM 4 1. EXISTING NORTH ELEVATION ' SINGLE FAM LY DWELLING DRAWN BY JAMES HOLLIS(508)221-8559 CONSTRUCTION SUPERVISOR LIC.#084116 1 STORY - 1056 SQ. FT. ZONE RF - 1 1st STORY RIDGE MAP # 337 22'-0" PARCEL# 11 PRIVATE WELL 12 7 1 st STORY PLATE N EXISTING ENCLOSED PORCH 4'-0- EXPOSED BLOCK - FOUNDATION Fik GRADE " SCALE: 1/40= V-0" / d Z 06 D(o 24'-0 REVISED 4/25/2006 2nd STORY RIDGE PROPOSED 2ND FLOOR - 528 SQ. FT_. WHITE RESIDENCE -332 BONE HILL RD., CUMMAQUID, MASSACHUSETTS 02637 EXISTING ASPHALT ROOF 2. PROPOSED ALTERATIONS TO NORTH ELEVATION 12 DRAWN BY JAMES HOLLIS(508)41 -W59 VISOR LIC.#084116 CONSTRUCTION SUPER �7 TOTAL NUMBER OF TW2436 2nd STORY PLATE BEDROOMS 24-0' NOT TO EXCEED ( 3 ) 12 RED BRICK RY RIDGE WHITE CEDAR 1st STO MASONR Y SHINGLES W TRIM Ind. SASH), 27-T WINDOW ALL NEW WINDOWS TO BE CHIMNEY ALL W ( • ANDERSEN 400 SERIES TILT-WASH �7 DOOR TRIM, RAKE,FACIA,SOFFIT, DOUBLE HUNG w/PERMANENTLY AND PORCH POSTS, RAILS& APP LIED IED MUNTIN BARS INSIDE 8 BALLUSTERS TO BE PAINTED WHI TE OUT w/SPACER EXISTING BALCONY TW2436. GABLE { 12 DHT20111 NEW PORCH ROOF TO BE ASPHALT 4 ARCHITECTURAL SHINGLES TO MATCH 3'-0' EXISTING HOUSE ROOF(GREY/BLACK BLEND). 1st STORY PLATE 4X4 POSTS 2X2 BALLUSTERS (SPACING BETWEEN . TO BE LESS THAN 5'� FARMER'S PORCH DECLLJ Lij Ll—jt K — — — —— — — RAILING HEIGHT min. 36' EXISTING WINDOW CONFIGURATION r ® EXISTING BLOCK ! FOUNDATION ' iE:l GRADE � Q •p. ay 1 . :a:Q►• �•• a n•• 0 4' QZ Q(D �/(9 TW2032 •o TW2032 la D 9. :o: , "Q Q•: °• REVISED 4/25/2006 I 121, SONOTUBES min.48"BELOW GRADE SCALE: 1/4' 2'-9 7-3" 24'-0" �� 4'-0" 4'-0" WHITE RESIDENCE -332 BONE HILL RD., CUMMAQUID, MASSACHUSETTS 02637 3. EXISTING SOUTH ELEVATION DRAWN BY JAMES HOWS(508)221-8M CONSTRUCTION SUPERVISOR LIC.#084116 THIS ELEVATION IS VISIBLE FROM BONE HILL ROAD hid l SCALE: 114'= 1'-0' WHITE RESIDENCE-332 BONE HILL RD.,CUMMAQUID, MASSACHUSETTS 02637 4. PROPOSED ALTERATIONS TO SOUTH ELEVATION DRAWN BY JAMES HOLLIS(508)221-8559 CONSTRUCTION SUPERVISOR LIC.#084116 TW2436 EXISTING GABLE THIS ELEVATION IS VISIBLE FROM BONE HILL ROAD Li TW2846 TW2846 NEW PORCH ROOF TO BE ASPHALT. ARCHITECTURAL SHINGLES TO MATCH: i E EXISTING HOUSE ROOF(GREY 1 BLACK BLEND) (DECKS SET BACK TO NORTH OF EAST ELEVATION-NOT VISIBLE) NEW 1st FLOOR WALL - TW2846 TW2846 PROPOSED GRADE CHANGE, IF APPROVED, WOULD BE GRADUALLY CONTOURED BACK INTO NATURAL SURROUNDINGS FROM MINIMAL 24-+/- LANDSCAPE TIMBER RETAINER AT NORTH END OF WEST ELEVATION AND EAST END OF SOUTH ELEVATION --lAAAj- a. A PROPOSED CHANGE a ���• TO GRADE UP 24°+l- 4-0" 4'-0" 8'-0' 8'-0° 8'-W 5'-0• 2'-3" 2'-9° SCALE: 1/4"= 1'-0" 24'-0' WHITE RESIDENCE -332 BONE HILL RD., CUMMAQUID, MASSACHUSETTS 02637 5. EXISTING EAST ELEVATION DRAWN BY JAMES HOLLIS(508)221 -8559 CONSTRUCTION SUPERVISOR LIC.#084116 32'-0'OF EXISTING STRUCTURE TO BE LIFTED ONE STORY EXISTING ROOF IS ASPHALT ARCHITECTURAL SHINGLES(GREY/BLACK BLEND) EXISTING ENCLOSED PORCH 1 to • I 0 2/O!o/4(a SCALE: 1/4'= V-0. WHITE RESIDENCE =332 BONE HILL RD., CUMMAQUID, MASSACHUSETTS 02637 DRAWN BY JAMES HOLDS(508)221 -8559 6. PROPOSED ALTERATIONS TO EAST ELEVATION CONSTRUCTION SUPERVISOR LIC.#Os4116 EXISTING ASPHALT ROOF EXISTING ASPHALT ROOF TW1846 2T x 6,8", TW2846 TW2846 BALCONY TW2436 TW1836 WHITE CEDAR SHINGLES LLJ NEW 1stFLOOR WALL `1 t TW1846 TW2846 `� ' Ell Fm r 8•x 6W, TW2846 DECK 2'S•x 6'8' FARMER'S PORCH DECK FLU ••.. ,,� l o: • TW2032 T-0" T-0". T-0" SCALE: 114' 1'-0• i WHITE RESIDENCE-332 BONE HILL RD., CUMMAQUID, MASSACHUSETTS 02637 7. EXISTING WEST ELEVATION DRAWN BY JAMES HOLLIS(508)221 -8559 CONSTRUCTION SUPERVISOR LIC.#084116 THIS ELEVATION IS VISIBLE FROM BONE HILL ROAD 3Z-0`OF EXISTING STRUCTURE 12'-0" TO BE LIFTED ONE STORY L- Eiii El 'Alt IL s � 02- (o 44'-0' SCALE: 1/4"= V-0" WHITE RESIDENCE-332 60NE HILL RD., CUMMAQUID, MASSACHUSETTS 02637 8. PROPOSED ALTERATIONS TO WEST ELEVATION BY JAMES HO LLIS 508 221 -8559 DRAWN ( ) CONSTRUCTION SUPERVISOR LIC.#084116 THIS ELEVATION IS VISIBLE FROM BONE HILL ROAD EXISTING ROOF IS ASPHALT ARCHITECTURAL SHINGLES(GREY/BLACK BLEND) ENTRY DOORS ARE WOOD TO BE PAINTED WHITE OR POSSIBLY ESSEX GREEN, NEW ENGLAND RED TW2846• OR ANOTHER HISTORICALLY TW2846 TW2846 TW2846 APPROPRIATE COLOR UPON SUBSEQUENT APPROVAL NEW PORCH ROOF TO BE ASPHALT ARCHITECTURAL SHINGLES TO MATCH EXISTING HOUSE ROOF(GREY/BLACK BLEND) NEW Is'FLOOR WALL. TW2846 LTW2j846 :Tw: 2846 —— — —— TW2846 TW1846 TW1846 34r x s'-W DECKING TO BE 1 X 4 MAHOGANY _ El ELL] TW2032 v: o• • �� o d D( Izt u o� T.; PROPOSEDCHANGE a• o o°p 4. 0 0: TO GRADE UP 24"+1-PROPOSED GRADE CHANGE, IF APPROVED, PROPOSED FRONTISPIECE OF FRONT ENTRANCE s' WOULD BE GRADUALLY CONTOURED BACK INTO1• NATURAL SURROUNDINGS FROM MINIMAL 24"+/- WOULD BE SIMILAR TO THE ONE SHOWN IN FIGURE 73., PAGE 80 OF"BUILDING WITH,NANTUCKET IN MIND", LANDSCAPE TIMBER RETAINER AT NORTH END EXCEPT WITHOUT THE TRANSOM AND SIDELIGHTS SCALE: 1/4"= 1'-0" OF WEST ELEVATION AND EAST END OF SOUTH CONTINUE TO BOTTOM DOOR RAIL ELEVATION 8559 f- WHITE RESIDENCE - 332 BONE HILL RD. CUMMAQUID, MASSACHUSETTS 02637 DRAWN U TAMES HOLLIS OR LI . -0841 , � CONSTRUCTION SUPERVISOR LIC.#084116 9. PROPOSED FIRST FLOOR PLAN - 1056 SQ. FT. 8._0. REVISED 4/25/2006 4 SCALE: 1/4"=1'-0 0 DECK DECK DOWN 78 X 6'8' X68' 1 El LAUNDRY I p E 1 i min.32• o 1 i BEDROOM 1 E min. 32". min.3T ° 0 c o O CLOSET BATHROOM O 00 x z � w x z - KITCHEN O 7-•x 6!4r 74r x s-s• O N a4 DOWN a r-8"x 6'8" U �§ Ll 74rxV- " 2TX6T __ �" ?? DOWN N t k ENCLOSED PORCH { LIVING ROOM C+ -1w 0 O OO FOYER / BEDROOM 2 a2• CLOSET O / 7-8•x 6'-8• � UP --:> 61-0• 17-0" 37-0' . 'W-0• " FARMER'S PORCH 4 �o DO'N*\l X WF=zA IA S o d �o N W � '- LTN o o 0 0 z - ..o � z � z 0 0 WHITE RESIDENCE-332'80NE HILL RD., CUMMAQUID, MASSACHUSETTS 0263710. PROPOSED .OSECOND FLOOR PLAN - 528 SQ. FT. BALCONY DRAWN BY JAMES HOLLIS(508)221 —8559 REVISED 4/25/2006; CONSTRUCTION SUPERVISOR LIC.#0841.16 5 —0" 312" 312" 31/2 3 1/2" i 100"(8.3') 25" 101" 2'-8"x 61-8" c O � O- 30"min. m B R 0 OM 3' S ED ao 32 min. _ OF FICE o o BATHROOMiv iv rn 2'-6"x 6'-8" IL 2'�"x 6'-8" r-8"x 6'-8" 88"(7.3') 3 12" 3 12" 3 12" 3 12" For 6 3 12" 37" 72 1/2". 25fil 01 O 41 3/4" DOWN l, o.. o — - �, 04 { 1 7-4 Fj 1 t I I I I OPENING IN WALL _ t ! LOOKS DOWN TO FOYER DOS N o 1 U NSTUDY - M 3 12" . 75" 3 12" 75um " 3 1/2•' 75" 312 3 12" iv 32" 0" SCALE: � . WHITE RESIDENCE-332 BONE HILL RD., CUMMAQUID, MASSACHUSETTS 02637 11 L BASEMENT FLOOR PLAN DRAWN BY JAMES HOLLIS(508)221-8559 CONSTRUCTION SUPERVISOR UC.#084116 1 l I t I 1 1 1 I i t t I t t I I t ALL NEWFOOTINGS TO BE t X 24 X 12 THICK �J t 1 GIRDER IS (3)2"X 10"#2 KID SPF I SPAN NOT TO EXCEED 6 -3" 1 I GIRDER TO BE SUPPORTED BY t 3 1/2"CONCRETE FILLED STEEL LALLY COLUMNS I t 1 t t t I 1 � l L- - - - -- -- - - - - - - - - -- - - -- - - --� 3/ 0� SCALE: 114° =1'-0' r B, PARCEL 12 9 N15'46'00"W 217.14' PROPOSED wzz PARCEL 11 - I PINES PLAND 35,722E S.F. WETLAND 111 f.' OTAL 35,833±,S.F. 0�',� APPROX/MATE O. LOL^AAON b Or- EX/SANG LEAG?y/NG AREA - Q ui K PI OpS. PROPANE O G CONCRETE TANK X 1 10" COVER CEDAR 'x - .... MULTI �,�. CEDAR 0 �' DECK o ,Z CELLAR '� w CEDARS ENTRANCE �T o o w `.. TO BE r. DEC. BUILDING E� REMOVED EXISTING Q= °' HOUSE #332 J Q Z V .o EL. 25.71 CONCRETE '. 681E }- ,-. a. � W REN. O Y A D H� TEp EC pggr sr s�-�����; �•#},,1� J� r`�E$ '� .x C h '31:!F�R s _ ' i� --.! .f. -A s� ,i, s z f1 O f :. IWF CEDAR BE N ri +` .S k TO BR ES _ Y ��t:,-.• i him. w _',.::..;• . :+.ram.,... .s.-:3. .•.--_. ,. v-^ .'w.n n'`.•ei.... k:....--..:.. .. .-. -:'I 7 i'.`". Y vx eta .vr-. -< '.. :i.,•,,--', a. .\p 7. x'.v•%•'1'r�.,,bJ`- :i''.. ".Y"'w .fe.... tY ;1K.,f�' z { ' � 150��f/%NJ � ¢ 1500 GALL R H ?O SEPAR1N� HR 6; TANK f ' BENC_ AM. YAR$ TQP OF :CONCRETE BOl 1- 2 ..03 M GYr.57J/TABLE MA7FR/i4L 1Z `'`:ai 12" CEDAR 241E ANO.REPLACE K1T1/ A11E VS ANO' ,�� H-20 FLOW :m 4'OF S1l?NE SZ� GEOARS a� N15 23 40 W PP 113/20 I G_W O.I r H PUBLIC - - ILL c 25 - - EDGE OF PAVEMENT : < TBACK TEST HOLE #1 TEST HOLE #2 0" 0" _ 10" A 10" A � ., . .. LOAMY SAND 24tl. LOAMY SANtj 24" • S = .02 C1 C1 SILT LOAM SILT LOAM 10 YR 6/4 10 YR 6/4 t 24' G.W. 24' G.W. h U C2 C2 FINE SAND FINE SAND W v 2.5Y6/4 15Y6/4, 4i SETSEi 29' 29 ON 6 4• 1 3/4' 2 - OUTLETS OUTLET -•� --•' INLET TEST TYPICAL OF 5 N Date of soil test: 3/16/06, 5/9/06 N '— INLET �s' _ 6- 4' Test taken by. DAVID MARTIN _- Results witnessed by DAVID STANTON, DONALD DEMARIS Percolation rate: � 5 MIN./IN. ® 24' DEPTH 2 - OUTLETS 24" 24" Ground water 24' t PLAN AEW CROSS-SECTION DB 5 DISTRIBUTION BOX- H-20 OA NOT TO SCALE I • F- - -- - - - - - - -- -- - - -- A BASIS FOR DESIGN: NO OARBAOE,01-WOSAL A TOTAL DA/L Y fZ ON/S BAS�E'D GW .�BEDROOA/.S I r-- rom DA/L Y FLOW= 110 avIvEDROON X j BEDROOMS = .T.70 00,0 — _ — T— -.- 80rTOV AREA PRAAaQ0 = 394 S.F. — _70F AREA PROPOSED - 79.2 SF. I I TOTAL LEACH/NO AREA PROPOSED = 4W-T2 SF. I I APPLICA7701VRAIE= 0.74f GPD/SF - -_. ----- - - -- ---- - DE5V0V LEAD//NO CAPAC/TY= J4(2 090 > JJO 000 B S'-0" PLAN VIEW 2" X 5 1 2" OPENINGJ 9. (30) / FRONT MEW 4 1/2" 3/8" SL( 0 E= 4" 3" 2 1/4• SECTION -A--A TYPICAL FLOW DIFF NOT T❑ .SCAL f i� /A SCHEDULE 40 PkV OR CAST IRON P/PE. SETBACK FRO4/EDGE OF STOVE TO CELLAR WALL REMOVABLE COVERS SET REMOVABLE COVERS SET TO WITHIN TO WITHIN 12" OF FINISH 12" OF FINISH GRADE (TOTAL OF 3) GRADE (MIN. OF 2) '77 /NP RT ELEK 1d OD s _ 2 LAYER 6F 1/B' R9 1/2 'r GALLON �' ,SET FIRST S�.01 'W WASf/ED SrOUC 2'LEYFL IC TANK ®®®® O ®®®=01 E7£K = 17.10 LOADING) ® q 0/5T. BOX 24f (11--20 LOW01NO) INSTALL J14' TO 1 1/2" WASHED, LWUSNED STOVE ALL AND D/STR/BU)70N BOX ►�. p II ARGY/NO CHAMBERS AND ,00MV (BOT1i7A/ Gl` 1FST'`''GICEJ CRUSHED STONE lk W TO THE 807T6W OF THE 05WM59ER •i SYSMI REFER TO LA!WT OF � � SYSTEM FGW MORE DETAILS PROFILE NOT TO SCALE REMOYABLE 24'D/A. 6'Ok RS REMOYABLE 24'D/A. COIER OPEN AT TOP SET INLET KNO6Y(GY/T 'T M/N TANK LYJ4FR KN D Ina ' /NL�T TEEpUjLET TEE SE"T . 10 MIN. BELOW 14 BELOW O LIalIAD Zrkfz U01100 LEkFL I I GAS 9A,9h b .I 6 10' - ON 11' - ON 6' - 2' 150 GALLON SEPTIC TANK H- 20 LOADING) NOT TO SCALE CONSTRUCTION NOTES: >. /NSTALLAAON OF 1HE PRGf�OSEO SEPAL SYSTEM .Sf/ALL BE/N ALL^GWDANI,E iNA/ 177ZE 5 sPFcIFICATIONS AND THE BOARD 6F HEALTH RMILAAOM JCRETE STRENGTH F'C.4.000 PSI 0 28 DAYS. 2 A C6py OF A/E PLANS ,AYALL B£AVAILABLE.6W ,SYTE F6W REFFRENCE AT ALL AMES Y 150 PCF. DURING NE/NSTALLAA6W 6F 111E.SE'PAC SYSTEM. BENT, PORTLAND TYPE I OR III. ASTM C150-81. MIXTURES, AIR & PLASTICIZERS 0 ASTM C233-82. .3 NO 01ANGES TO THE DE5/GN SHALL.BE PERF6WME0 1ffTHAUT 7HE APPROI�AL 6iF"BO F&A0V7H ENGINEER/NC INC AND 17/E BOARD OF HEAL 7H NFORCING ASTM A615 FOR WIRE FABRIC, GRADE i, 4 A C SEPAL S), 7FM/S SUB✓ECT TO /NSPECA6W BY FALM<X/A/ENGINEER/NQ INC SIGN LOADING AASHTO HS20-44. AND THE BOARD 6F HEAL 7H of nagss�c 5. 7E/NSOECTC ,SEPAL SYSTEM PR166W TO BACK/N N INC. S6WF 1 STANCE.S MGWE THAN 6WE o� �G,n ` /NS�°ECA6W MAY BE NEEDED. THE CONIRACIt:W .SHALL 6M Y BA6YfFILL NE PGWAGf INCAl�" ME BOOS EL I SYSTEM THAT//Ali£BEEN INSPECTED AND APPROkfv BY FAL`v011H ENGYNEER/NG, C. AND o B CIV LLI N THE BOARD OF HEAL AL 2" " CIVIL F THE C6W)7?ACTOR ENCOIIN7£RS AND YAR/AA63NS IN S/1E Gi�NO/AGWS, SUGY1 AS D/fTER/NC I (� e ,� SO/L.5; TOPOGRAPHY, {f£TLANOS GW OINER C61N0/AONS A/AT MAY REMIRE RE-EYALUA710v OF ® 6" I \}, � ,�S &C DEYM, 1H£ 6M)RACTOR SHALL /MMED/ATEL,Y GbiVTACT FALMOUA/ENC✓NEER/NG, INC ® SEPTIC SYSTEM DETAILS KNOCKOUTS FOR PREPARED FOR BED INSTALLATION E Via DOROTHY WHITE IN BARNSTABLE MA 21/2" PLAN DATE: MAY 15, 2006 PLAN SCALE: AS SHOWN T 4' DIA, WETLANDS PERMITTING FLOW LINE CIVIL ENGINEERING �T 11 1/2- WASTEWATER DESIGN COASTAL ENGINEERING PIERS AND DOCKS TITLE 5 PLOT PLANS �GI NEER�� COMMERCIAL/RESIDENTIAL SECTION ��� LAND USE PLANNING Serving Cope Cod and Southeastern Mossvchusetts .E!DETAI 101 TOWN HALL SQUARE — FALMOUTH, MA — 02540 — 508.495.1225 — 508.495.3229 fax PROJECT NUMBER: 05142 CAD FILE NAME: 05142DT FDRAWN BY: D.H.M. SHEET 2 OF 2 BARNSTABLE •,---�-. h'4R" I TOWN LANDING/ PROJECT �-- LOCATION ; LANE alt, 1 B.V.W.-5 0 �� D B.V.W.-6 1r �E � , _COD— I O^ 6A BIf�FKAY ROUTE \ B.V.W.-4 1, i CUMMAQUID �--'• _._. _�It_AND B.V.W.-3 ` P �'— B.V.W.-2 LOCUS PARCEL 12 �••.. . NOT TO SCALE B.V.W.-1 i CD BVW101 ^ CD BVW106 N15'46'00"W BORDERING 217.14' PROPOSED {FELL 1 o•0 VEGETATED WETLAND - - - ( PINES CD BVW102 - 1 I PARCEL 11 CD UPLAND 35,722t S.F. - ��� Z li, — / oo' WETLAND 111 t �� TOTAL 35,833f S.F. P ARPR0,r11W4TE LOCAIJON OF o c>o ci y p E.Y/ST7NG CD BVW103 �ly�� li, c LEACH/NC AREA Q OG\�9ti CooJ /\ LLJ CD201 F` '.O o PI - -- O� CD BVW104• D :r �\p� x PROPANE , : ii > , GOP OF TANK D CONCRETE 10" COVER l - MULTI W CEDAR O" : 1� CEDAR -- Q CD202 c w o p OECYW CELLAR \ rnZ Zn (, OE rn( oNTRANCE -=oO -CEDARS TO BE U . "1 0', aao;^ a REMOVED H EXISTING' Q z oSE #332 I F .OUE o L 25.7� CONCRETE 6B'f �i v N i Z ✓QENOGATEO , DEC CD203 r m �` w .� lX/SE co) �. �' LOT 4 N� co N 2 0 N f f D Q, ARMERS 00RCN � r rn ov 12•� ti t ON SON077/BES 2 I oo. CEDARS CEDARS cn T _ 0 s TO CE REMOVED CD204 �-- TP �' •- CEDAR `G 150KMIN. EXISTING WELL 0- r f 11500 ��ON 770 @FNCHMARK: I 6 TANK TOP OF NARS CONCRETE BOUND ELEV. = 21.03 5. ,.STRIP OUT" TO OEPTX m 12" CEDAR OF SUITABLE&ATERIAL 12 i 24'f AND RIRZAT7TZECV SAND .��H-20 FL0#1 011MS6WS KI/7-/ PARCEL 1 fi ' 4 of s7vNE CEDARs /g%K o PP 113/20 s I N15'23'40"W 166.4 ' -- _ - Q HILL ROAD !.�ONE (PUBLIC - 25' WIDE) EDGE OF PAVEMENT R 8/10/06 SHOW TEST PIT LOCATIONS 5/18/06 ADD WETLAND. 4/27/06 ADD SEPTIC. 3/28/06 ADD TREES. 3/21/06 ADD PROPOSED HOUSE. GENERAL NOTES: DATE REVISION PLOT PLAN 1. HOUSE NUMBER: 332 PREPARED FOR 2. ASSESSOR'S NUMBER: MAP 337, PARCEL 11 DOROTHY WHITE 3. ZONING DISTRICT: RF-1 IN 4. FLOOD HAZARD BARNSTABLE MA Z RD ZONES. . C & V4 (EL.16) 5. TOPOGRAPHIC .INFORMATION COMPILED . FROM AN ON THE GROUND SURVEY. PLAN DATE: OCTOBER 25, 2005 PLAN SCALE: - 1"=20' 6. ELEVATIONS SHOWN ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM. CIVIL ENGINEERING WETLANDS PERMITTING 7. LOT COVERAGE BY EXISTING STRUCTURES: 1,672 S.F./35,722 S.F. = 4.7% of LM U 20 0 10 20 40 ��' T 8. LOT COVERAGE BY EXISTING AND PROPOSED STRUCTURES: 2,605 .F 3 7 �� �y WASTEWATER DESIGN COASTAL ENGINEERING S ./ 5, 22 S.F. = 7.3% p MICHAEL J. G BORSELLI , .� , ` 9. FLOOD HAZARD BARRIER AND COASTAL BARRIER BOUNDARIES WERE COMPILED o -� TITLE 5 PLOT PLANS PIERS AND DOCKS CIVIL �T FROM FLOOD INSURANCE RATE MAP 250001 0001 D, REVISED JULY 2, 1997. SCALE: 1 INCH = 20 FEET 1 v .o No 35054 LAND USE PLANNING �1 1V EE COMMERCIAL/RESIDENTIAL 9 q,C.STt•aGp ' 'OFF .."'_•-�' _ ,� r' Sewing Cope Cod and Southeastem A/assochusetts 101 TOWN HALL SQUARE FALMOUTH, MA - 02540 - 508.495.1225 — 508.495.3229 fax PROJECT NUMBER: 05142 CAD FILE NAME: 05142SP DRAWN BY: L.M. SHEET 1 OF 2 - - __ _ ___ - - - - - - __ _ - __ ____.,. -.,__ ,- -.. -----,. .__r_ ----._._.. . . _.-----,.-._.._ _.._..___,_._._ ._. ._.. ..__,..,.. . _,..... . _ .. --- _._. -- - - I. . ..,._-_-._ --- _ - . 1110" /� \ --. TOM •. LMOING/ PROJECT y--- '' LOCATION t / Q�� � ' � , ►BOOR i..L B.V.W.-5 0 . ti B.V.W.- . EDGE''�� \ `L C--...% . • '\ - 3 . ''\ t,li, CAPE_--CO -- O. gA 8-kEfyAy i .� \ •\ ,I, R�IE. --- B.V.W.-4 'ill I \ CUMMAQUID 1�- -._... I'yE1 w B.V.W.-3 . . - _.. ..A•_.•, B.V.W.-2 ail. LOCUS PARCEL 12 NOT TO SCALE -. 1. B.v.w.-1 . ,� 0 - . CD BVW101 1. CD BVW106 Q .b.L 1 all. ,. . N15.46'00'W �`rn BORDERING ` 217.14, PROPOSED KFZL v.o VEGETATED ; \9 WETLAND All i - . ,,1,, I PINES , CD Bvw102,& j PARCEL 11 O� \016 .,I, '� 'CD BVW105 UPLAND 35,722f S.F. .�"��G Z moo• - ! WETLAND 111 f- .�' g '' -� Sul - II" *; r, TOTAL 35,833f-S.F. 0P" r APPROW&.47E -< -,�,:...�-!I'�I....,,1I I I�;��-.�..,.1�I-'q�".I��1 I�1�...1w.1,,'...1 7.,1,:�.-,:,1I,,I I..I1..--.�-.::.l�..I".-.'.-..I.I'-.......!_.."I'.!IIIII:�-I.�.II�:...,1 I.-:.�.'....�.........,.�.I,.-..�....1.:'!::..,I--,,.:-.-�.-.....'..�.�..-..�1."�I,�i1�.�;"�.ta..1..:.I..:�..-�l I 1"-I 1II..1...1.I..-I....-1.-1.:.I,I�I".I:I*,..l.II I.I.I,�l...%I.I..-I.-,,i.-1-I.��.o..--.I.�.1.:..-::-�;,-.:-'.1''-I.I,:I�I..,.�1",II,:%'...I�.:%.�,1.1-I.:I.I.,.I..-.:...1:..��...�,..-,.�3>..,,I.=.Z..�I�,.�....�...:.;fI.:-I.I,,..�I.1--.I r--'...,,I.�..I.,".I I-.I.,-R.).:.I...�.!.I�....I-I:..�I,Il.,.-:.:......I:I..I.,I....-.1........1.�..1�.,iI.1...1.,..1...I.�:1Ir I..I...I�:.�..-II.�,---...II.,I.I:�,I�-II::l.�.II:I....�--I..I�;,,I,mII�,.:....:',"11�I,I:...�1:�:.7,'...,1 1.I.�.,.-....I-11.II-1 1,.I 1,,I-.I.1.,I"',.:,t�.�;�:l.��1,�I.I.�:,.I��..I�r�.�:�,...;;�.,�,,I,I..�I�1--,.I I,,-..,%,,,i-..i�:..;,1.1�.:.,1.II...,-,1-�O:;�.�!1,i,��...:�.:'�-1�,..-.�I1f.,��.-:�,�..�.Il,1.1.,�.-.;1.��"�.:--:...r,I�:��I'.1,,'A�,,�:��I��.��,,.:..,:.�",I:,�'�I.��..�I;�1,"�I:�.1"I,��e I�.,,'I�,I�..1,;,-�",I..,,1�!-.1 1:��1..:.I�,�-1%-1.�'.:I,.,I--I.1,:.1I�...!,;�.1.I'..,,�.:.��_�:1.1-:,-.'�1-�I,.::�-,I���,'.:I.:,.��qI.�.-�,;l.��..:.: ��I.� ,I II.I -1 I..1.-...;.II III I ...I � .I.I�I. 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LEALn'INO AREA o OG�1, °D O \/ / w Q CD201 'I'Z' • O w 0 PI �, x / .J i ) CD BVW104 Se D D SN _ ` PROPANE . ` • N N OP U` ANK x > D_- --- - G " . CONCRETE . li . c o / 10" COVER D , t . MULTI . . LAJ CEDAR v ��� CEDAR (Q . ( N N DECK .CELLAR '' 0 O I %%. 1 -�0�;,,,F�,., II O z z ENTRANCE �=0 ,* v 1-�-1.",.-,�,,1;�- -4,I,--I-I 1 l-1I I,�-- -I;,1 I"II0.. I. m rn CEDARS OEC BU►LDING <w ai TO BE '�N �! \ E REMOVED w t'HOUSSTING ¢ Z . E \,I/ . no F.F. EL, 25.71 CONCRETE 68'-- -- s v,� 41- 0 . 1 ¢ z01 - . . O . . . RENO{;4TED,:. DEC 1 CD203 9 4. `. k, w .. • c, r rn O L" Hcs✓. - OT 4 . C7 .. ...:.. ...' 1 ,.: ;.::. w O W r .: O , .. ;.. ... ,. ..: :,.., c 1...._...... .. 'r' S .,._ , .-_ s,., _. , 6 _.. O�E x s-,s N � . 2 _, __. N .. r-...._. ,...... �. .Y ... ... .... ..t_. l+ y. _ _.,,. V3. r,-1 r ..„ /r A ,. . , ,.- d r 9 R „ , _. ..:s .,. - .. ., ,. ., ,. 1. ,>^.,.- p r. ^}k } e .. .,' ... .. .. r. ,:, -_.. -' .: GI!P M r- x, z .... ..... .... , 4. G , ..vn .', ., .. 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LEV. .03 - . . .. ... 1 . a "12° CEDAR I 5 STR/P OUT' TO D£f�Th' ca G3-SU/TABLE 41ATFR/AL 12 9 ;'. I 24't AND RA11ECl�SAND .�. H--20 ROW Fq . D/FfUSAQS if�TH.: . PAR 4'OF S1LWE CEDARS" _ ���Op CEL 16 ' 11 /20 52 - r, �,��ti�' . :. I PP 3 N15.23'40"W'. ::: G-Vy. . 166.4 ' - . . - :,': . ,_-._ . B ON E HILL (PUBLIC. - 25' W1DE) , ROAD V - - EDGE OF PAVEMENT .:. . , . �__.. - - . .:: ; :' 5/18/06 ADD WETLAND. . . . - . 4/27/0fi ADD(SEPTIC. . 3/28/06 ADD TREES. . . :: . 3/21/06 ADD PROPOSED HOUSE. GENERAL NOTES: DATE REwsION PLOT PLAN 1. HOUSE NUMBER: 332 PREPARED FOR . D O R O TH Y WHITE 2. ASSESSOR'S NUMBER: MAP 337, PARCEL 11 . . 3. ZONING DISTRICT: RF-1 . . . . . IN r . . .. . 4. FLOOD HAZARD ZONES: C & V4 (EL.16) . ' BARNSTABLE MA . . ;, , 5. TOPOGRAPHIC INFORMATION COMPILED FROM AN ON THE GROUND SURVEY. 25, 2005 PLAN SCALE: 1"=20' . :: PLAN DATE• OCTOBER .. . . ': 6. ELEVATIONS SHOWN ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM. . . . 20 0 1 of�,�-i CIVIL ENGINEERING WETLANDS PERMITTING 7. LOT COVERAGE BY EXISTING STRUCTURES: 1,672 S.F. 35,722 S.F. =. 4.7% 0 20 40 '" m4 / ��� ss p,1�M O U T , :.: :rq�'.y WASTEWATER "DESIGN . COASTAL ENGINEERIN 8. LOT COVERAGE BY EXISTING AND PROPOSED STRUCTURES. 2,605 S.F./35,722 S.F. -: 7.3% , . a�� G :, : . 9. FLOOD HAZARD BARRIER AND COASTAL BARRIER BOUNDARIES WERE COMPILED SORSELl1 '. TITLE 5 OT P ?` SCALE:' 1 `INCH = 20 FEET PIERS AND D PL LANS OCKS FROM FLOOD INSURANCE RATE MAP 250001 0001 D, REVISED JULY 2, 1997. CIVIL No.35054 GA NEER- . .o LAND USE PLANNING COMMERgAL/RESIDENTIAL . „90.c.9FGIS a`6 . - ' L E', S&'riny Cope Cod and-gwthmsiam A/assochaseffs . .. rs 101 TOWN HALL SQUARE FALMO UTH, MA 02540 - 508.495.1225 - 508.495.3229 fax II . PROJECT NUMBER: 05142 CAD FILE NAME: 05142SP DRAWN BY. L.M. SHEET 1 OF 2 .._.__.-,.-,._. _ ..,... ,_-., .. . .1 ...._.. i _.