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0097 WILLOW RUN DRIVE - Health
97 Willow-Run Drive- Centerville A=210-060 r TOWN OF BARNSTABLE N 1 LOCATION 9 7 fNIaOZI) 94//✓ SEWAGE # 2-00'7 -395 VILLAGE CGP V I LL- ASSESSOR'S MAP & LOT p OW INSTALLER'S NAME&PHONE NO. P't, T---X —A NEAM SEPTIC TANK CAPACITY 1502 4 111000 !al P-0- iM B d -TA 12'e- LEACHING FACILITY: (type) I N F t L-MA i 0 (size) NO. OF BEDROOMS BUILDER OR OWNER "43. 7�/ PERMIT DATE: 9' I a 0 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) 76 Feet Furnished by PAS`1 ak)6, \T.�rt'1 TSB At N c,, w I t3 - No. dt0v�- J ( Fee / () THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS 01ppYication for Wgponl *p5tem Con!6tructron 3permit Application for a Permit to Construct( )Repair(/Upgrade( )Abandon( ) []Complete System ❑Individual Components Location Address or Lot No. (?-] UJ 1 LL4DW (LU Q Owner's Name,Address and Tel.No. W ©1—At.) Assessor's Map/Parcel oZ(o i / �a 9' Installer's Name,Address,and Tel.No, PAST oW6 &X C ZYv' Designer's Name,Address and Tel.No. t=N6`t.��2 u�1 p.c, sw 1Z$9 Panj6STrJ4t"� NA� 1Z �,� c2oss�l�L-� c�2EST o�z� � t-177_s3)IS Type of Building: Dwelling No.of Bedrooms Is Lot Size 5&,73 o sq.ft. Garbage Grinder( ) Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 33 r7 gallons per day. C71ulated daily flow - U gallons. Plan Date %0// ,�U Number of sheets Revision Date b d C,C'm L6 Title Octi- o-7 > 0J/ Size of Septic Tank a50 0 91 T 1�11 f U Type of S.A.S. AAI'5� P/FL O Description of Soil )/� Z- 35• Y A4 0.3 Nature of Repairs or Alterations(Answer when applicable) V+�6R A �1 LP S7YS - Date last inspected: Agreement: r The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system p in accordance with the provisions of Title f the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been * su t is B and of Health. Signed Date _ Application Approved by Date —(0 Cy Application Disapproved for the follo ' g reasons Permit No. a�D 7- — 3 5 Date Issued 1— 10-U7 No.- AOU�j' J I t" ,y. Fee ti t THE COMMONWEALTH OF,MASSACHUSETTS Entered in computer Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE,, MASSACHUSETTS ' 01ppYication for 30iopaal bpotem Conztructilon Permit Application for a Permit to Construct( )Repair(/Upgrade( )Abandon( ) ❑Complete System ❑Individual Components ' Location Address or Lot No. 7 W I LL D W RU 0 Owner's Name,Address and Tel.No. N U L At..) , C I AG e%(L Cam►-�;ijrZv� Gi� WIIc�� 2�N GN42v llf�., e\Q ~ Assessor's Map/Parcel a l U a Installer's Name,Address,and Tel.No. PAS 09'6 E-x c4V' Designer's Name,Address and Tel.No.CtiG t►J�62_ tyolrz 1C` IZ GrLc>TS t=M 1-0 res 2j,-S-T p n Cy �� tiZ�_53csv CS Uv1 �17?-S 3) Type of Building: Dwelling No.of Bedrooms 3 Lot Size 5� ,73 sq.ft. Garbage Grinder( ) y , Other Type of Building 1` No.of Persons Showers( ) Cafeteria( ) Other Fixtures ,.Design Flow . 330 gallons per day. Calculated daily flow 3 3 O gallons. 'Plan Date fib, / 0 Number'of sheets 7 Revision Date 6 GGM C-E�i� F Title ,i /t>- rr f! /3 Size of Septic Tank 500' l AN PO W Type of S.A.S. 2n15G0 FL.O � s, ' Description of Soil / /� Z y - ql' S; Nature of Repairs or Alterations(Answer when applicable) U 1i)62AV{ Fn)LD o S167to ' z, ' 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 provisio s of Title f the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been'ssu t is B and of Health. Signed Date > - Application Approved by Date 4� `to �U Application Disapproved for the folloNW'ng reasons - Permit No. 9 O q 3 cl S a j Date Issued c1 - 1 U -U 7 .: ' THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS (Certificate of (Comptiauce � THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed( )Repaired ( V)Upgraded( ) Abandoned( )by 47 A51 M,7E, 13x c A V/J 1 10-r- at W I LL0t"O.) a_Aj13 L N 6 I-&oz CA\-,k has been constructed in accordd4nce with the provisions of Title 5 and the for Disposal System Construction Permit No.. y d " 3�S dated -I D -U Installer 'GkC.lOVA_!l 6-1--' Designer -- -1 /y 411 i The issuance of this permit shall not rbelco ued as a guarantee that the yAeT will,functiorn as,designed� � �p Date l� l��1 1 lr'1 Inspector k No.�Do�- '-:v-/ Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE,, MASSACHUSETTS IDigpogaf *p.5tem Construction Permit Permission is hereby granted to Construct( )Repair( )Upgrade( )Abandon( ) System located at tj CrnN �.62-L t U_Z and as described in the above Application for Disposal System Construction Permit. The applicant ecognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this p�rnTi . � Date:_ �a Approved by i - r Town of Barnstable Recrulatory Services Thomas F. Geiler,Director t NAM ' Public Health. Division IL 9. +�� Thomas McKean, Director 200 Main Street,Hyannis, MA 02601 Fax: 505-790-6304 O;iice: 509-86=-464� Installer d Desiggner'Certification Form Date: Z z 07 SeR•ape Permit,' 40 3 S5_ Assessors Map\ParcelL e� ®6 F�2 Installer: �� �aZ V A?/ Designer. 7737 J Address: o- Address: y-0 Q Z& Yy j2bS7.r7L7� On / .�p ` O�' �AS j-'�n� �Gd•was issued a permit to install a (date) (installer; septic system at } based on a design dra-vNm by IL (address) C A?3; LIVE, . _ dated . (designer) _1 I a.-.. that the septic s�,stem referenced above was installed substantially accordi*�g to the design, which may include minor approved cbanaes such as lateral relocation of the distribution box andlor septic tank. I cerd�' that the septic s ,stem referenced above was installedical c Comajor changescomponent (i.e. greater than 10` lateral relocation of:the SAS or an, of*`ne septic system) but in accordance �Zth State, &_ Local Regulations. Plan revision or ertified as-built by designer to follo-,\'. IN OF MA8 s9cti DANIELA. �s \\ o OJALA (Installer's Signature) y CIVIL -o CIVIL No. 02 �. N- o ZONAL (Designer's Signature) (_�fiix Designer's Stamp Here) ` . PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIN'iSION. CERTIFICATE OF COMPLIANCE WILL NOT BE S PUBLIC HEALBTOHTDI ISION FORM KTDOU� BUILT CARD ARE RECEIVED BY THE BARNSTA Q:}iealth/Septic/Designer ceni'mation Form 26-04.doc i 2007 12:53 1 p`; . Town of B I s ta.b l eVMRTtjLX, . y MASS / Board of HealtIa. 200 Alm" Street, (lyalviis MA 02001 (it't'icu: $Q -gGl•4(i4r FAX: 509.790-6 04 "1413`11C Miller.A:LD. Taal t:'anniff,DA1,D. Ms. Sarah bjala January 10, 2007 Downcape Engineering, Inc. 939 Main Street Route GA Yarmouthport, MA 02675 R-�ET- variat ices Gran ted/ 79 Will to v R nu Driv Ceent v le '- -�— Dear Ms. Qjala, You are granted variances, on behalf of your client, Cheryl Nolan, to construct a replacement onsite sewage disposal system at 97 Willow Run Drive, Centerville, , The following variances are granted: 31D CMR 15 405 (1i) The invert to the septic tank will be less than 12 inches above the groundwater. Ilctlon 3_6p-j The soil absorption system will be locate from a vegetated wetland, in lieu of thed 75 feet away separation distance required. rnmrrnum 100 feet These variances are granted with the following conditions: (1) 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 [\11 Department of Environmental Protection. (2) The applicant shall record a properly worried deed restriction, signed the owner of the property, at the; Barnstable County Registry of Deeds restricting the property to three (3) bedrooms maximum. A copy Of the Ojalr?I?V."iIlo,�R(trio 7 _ _{Cdaf'i Cam. �•t"i 1 1"i�a FA'I' 1•irk :1c0nL,[.c�1 Jan. �'1 cl_ll_I7 '� . 12:54PII P3 recorded deed restriction shall be submitted to the Health Agent prior to obtaining a disposal works construction permit, (3) No additions are authorized as there shall be, no increase in footprint to the foundation or increase in elevation of the building in the future. (4) The engineered plans shall be revised to show the proposed soil absorption system ten feet away from the westerly property line. (5) The engineered plans shall be revised to show evergreen plantings north and west sides of the retaining wall. Evergreen plants shall be planted along the north and west sides of the retaining wall. The plants shall be sufficient in height and width to screen the retaining wall from the neighbors and from public view. (6) The septic system shall be installed in substantial conformance with revised plans. (7) 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 du p y e to the close proximity to wetlands and high groundwater. The proposed plan appears to meet the maximum feasible compliance standards contained within the State Environmental e al Code, Title 5. Sic rely yours, f Way. e Miller, M.D. Y ~� Gha' man Ojnla9'1N dIv„Runu7 C S �13 v +w c ti- a r-� i .;, a� ae �... "� .a.• %t,>.�` �`..;.� a. iM,...::a^� `�.:�:.: �!C.' ��. .:a .. w"''�= .ems. ,-�� `:�. n t , _ w S=P ', f NMI {� w ��10" .. 2Y kV k. fa� - y � , gam. 3R •' 'R= § * _- ./ � � ��' `` t � ,y �� ! �. �' '`'w.1 ",F ♦ t i F:,ter�}�. ,�. .r F r a,�, - � r ai ' ,1_ :• i� , ,ram _ j a� •��¢r...F #" a x, �s s '�w w.i M.""W ,. � 'P. 44 b y ry ..r `� '7fs{r"-"°,€,.,'v ', y v' ►. -Y =�*'."8,. •.r � .' f" - ,y, ''• .ter + ' ." 'E�' ,w t '_'p: �" ,_, ' � '"+ °.� � -'+s.',.. Tk�"r' =Jlw.r A ,Y ', ,� Yf x•e�. _ �. 2 �`.� vr;..`"w,0, �.am.;vYL' F '. 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I' �'I p �, �,, ,. `�� � ," h .' sa P F, �"� �, �„ ,, ,a 4. ` - .fir , ,F;4,.,. �: - ,.. � ,. ^.ga m +... �..s ..., Y�;E. rk� _. 3 .r ^ 6 a+:4��.-3 r'P w,w.::xn;,. ,,, Y4 3+ -w.+ °"S,'x.>•, t ,....'° r +` ""^d^n "'-$ r; 'r n; `•r„�, .''��'�M51"�� i3 �.,..+ •�' ,»�, .. ,_ 3 bpi ,: d " �*.' ''s .ff;d a. tit'l w� e (� + �•, Po od lu + 71 All y ,• s ^ MAIr a ♦d 6' cam^ � "" 1 'X` ^ � �y �3 �.b,. +afa ��3 "�.wC� \ ` � 4 �•.M�'�,i ' 00000 z ' {{ f .> ,/_ /R IV* Town of Barnstable 1 Board of Health 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Wayne Miller,M.D. FAX: 508-790-6304 Paul Canniff,D.M.D. January 10, 2007 Ms. Sarah Ojala Downcape Engineering, Inc. 939 Main Street Route 6A Yarmouthport, MA 02675 RE :Vanances Granted/ 97INaillouu Run;Drlve Ceriteruille A,"" 210`060 Dear Ms. Ojala, You are granted variances, on behalf of your client, Cheryl Nolan, to construct a replacement onsite sewage disposal system at 97 Willow Run Drive, Centerville, Massachusetts. The following variances are granted: 310 CMR 15.405 (1. The invert to the septic tank will be less than 12 inches above the groundwater. Section 360-1 The soil absorption system will be located 75 feet away from a vegetated wetland, in lieu of the minimum 100 feet separation distance required. These variances are granted with the following conditions: (1) 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. (2) 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 J' Oja1a97WillowRun07 recorded deed restriction shall be submitted to the Health Agent prior to obtaining a disposal works construction permit. (3) No additions are authorized as there shall be no increase in footprint to the foundation or increase in elevation of the building in the future. (4) The engineered plans shall be revised to show the proposed soil absorption system ten feet away from the westerly property line. (5) The engineered plans shall be revised to show evergreen plantings north and west sides of the retaining wall. Evergreen plants shall be planted along the north and west sides of the retaining wall. The plants shall be sufficient in height and width to screen the retaining wall from the neighbors and from public view. (6) The septic system shall be installed in substantial conformance with revised plans. (7) 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 to wetlands and high groundwater. The proposed plan appears to meet the maximum feasible compliance standards contained within the State Environmental Code, Title 5. Si rely your , i �U1/ay e Miller, M.D. Cha man Ojala97WillowRun07 I 0, tel.(508)362-4541 939 main street rt 6a -' �` fax(508)362-9880 yarmouth port mass 62675O�lO down cape engineering structural design civil engineers&land surveyors Arne H.Ojala P.E.,P.L.S. November 17, 2006 - Daniel A.Ojala,P.E.,P.L.S. land court Thomas McKean, RS Timothy H.Covell,P.L.S. surveys Board of Health 200 Main Street Hyannis, MA 02601 site planning Re: 97 Willow Run, Centerville sewage system designs Dear Tom: Pursuant to our conversation this morning, enclosed are revised plans, revised cover inspections letter listing variances and a revised abutter notification regarding the above- . referenced location. permits The plans have been revised to show the Wequaquet Lake high water elevation of 34.8', as discussed. The base of the system is set at 5' above this elevation. Accordingly, the retaining wall and buoyancy calculations have been revised to reflect this change in elevation: The variance request for the leaching facility to wetland setback was also revised, instead of the previously requested 80' setback, we now request a 75' setba'k to thp,,, bordering vegetated wetland of the pond. We maintained the 80' setback t the his water lake elevation by moving the system away from the Lake(which bro ght it closer to the vegetated wetland). z __j Please do not hesitate to call with any questions/comments. C�i . Sincerely, o ' Sarah B. Ojala Down Cape Engineering, Inc. encl I a DATE: 3 FEE: S IIARBre't'A" 1MA$8 s"c t639; 1 REC. Lax Town 6f Barnstabl4CHED. DATE: r o� I Boa{ d of Health 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 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: , �"�► w Assessor's Map and Parcel Number: a 0 Al Size of Lot: Z 1 t-- Wetlands Within 300 Ft. Yes Business Name: No Subdivision Name: E � APPLICANT'S NAME: G}FE i2Y�-- G• o �'°�+'�: Phone Did the owner of the property authorize you to represent im or her? Yes -C No PROPERTY OWNER'S NAME (! CONTACT PERSON I ; I Name: G`t E 2�`— N o Name: G�o ST'tti� S�h.tti-tA.rJ 'AW422o/ SSrac—, Address: (SAtAj t sc'&-,uo R�� II�►ddress:� � -� � Q Phone: '1"1lg -(0o`-d ( Phone:'_ I!/fir VARIANCE FROM REGULATION(List Reg.) ASON FOR VARIANCE(Mayjanach if snore space needed) _ NATURE OF WORK: House Addition O 00000 House Renovation Repair of Failed Sep c System CbecArlist(to be completed by office staff-person receiving variance AO quest application) _ Foui(4)copies of the completed variance request form w rn _ Four(4)copies of engineered plan submitted(e.g.septic system plans) _ Four(4)copies of labeled dimensional floor plans submitted(e.&house plans or restaurant kitcheniplans) _ Signed letter stating that the property owner authorized you to represent hirn/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) _ 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]) j _ Variance request submitted at least 15 days prior to meeting date VARIANCE APPROVED Susan G.Rask,R.S.,Chairman NOT APPROVED Sumner Kaufman,'M.S.P.H. REASON FOR DISAPPROVAL �` Wayne A Miller,M.D. C:\Documents and Settings\Ownep\Local Settings\Temporary Internet Files\Content.IE5\2L7QK3KS\VARIREQ.DOC l . i t O. Oini&S, t •�, ..- 'Jet. .s Page f. a®a6 Staff recommended a site visit both internakaod externally. Dr. Miller agreed. Upon a motion duly made by Dr. Canniff, and seconded by Dr. Miller, the Board--voted-to CONTINUE UNTIL FEBRUARY 13 BOH, and all parties will converse with Brian Dudley, DEP, for clarification. (Unanimous in favor). B. Down Cape Engineering representing Cheryl Nolan, 97 Willow Run,_ Centerville, 1.3 acre lot, repair of failed septic system, four variances. Dan Ojala, Down Cape Engineering spoke and owner was present. Five foot separation is used. It is a combined septic and pump chamber. A mound is necessary. The Health staff comments were to move the retaining wall. Referring to the 11/17/06 plan, the engineer will move the SAS back towards the garage two feet to avoid creating their own hardship to Title V. (the plan currently has SAS at 8 feet, and setbacks are 10 feet) Upon a motion duly.made by Dr. Canniff, and seconded by Dr. Miller, the Board voted to approve the septic system with the following conditions: 1) move the SAS an additional 2 feet from the wall (having a total of 4 feet from wall), 2) plantings are required to be done on two sides - the neighbor's side and the water view sides (west and north sides), and 3) no increase in footprint and no change in number of habitable bedrooms with a maximum of three bedrooms (otherwise, they must come before the board). Unanimously voted in favor. D. Down Cape Engineering representing Fred Tonsberg, 2 Short Beach Road, Centerville, 12,630 square feet lot, repair of septic system, existing 2- bedroom to be razed and rebuilt as 2-bedroom, numerous variances. Arnie Ojala presented case. In the past, they did approve a plan in 2001 (with 12 variances) but they never installed it because the approved plan by Conservation is not what they decided they were happy with. (The 2001 approval has expired at this point.) They are interested in redoing the house now with the same number of bedrooms and relocating the system from the proposed side of house to now proposing it be in the front of the house. Staff comments: Because of close proximity, they recommend a tight tank. TM said Brian Dudley, DEP, said if we approve a tight tank, DEP will very carefully review. If a septic system is feasible, the DEP would prefer a septic system. If the only environmental issue is the distance to the wet area (here it is 39 feet). Previously approved was 29 feet, now they are extending it to 35? feet.. Dr. Canniff supports the staff in recommending a tight tank. Arnie said the tight tank is difficult to keep pumping. Chances are if tight tank is required, the owner won't make the changes to the house and it will end up continuing i b DESCRIPTION OF WORK 97 Willow Run Drive, Centerville, Massachusetts During June 1995, Horsley & Witten, Inc. (H&W) was contracted to perform a site assessment and removal of contaminated soil; the result of a failed above- ground storage tank. The site is a single-family residential property at 97 Willow Run Drive in the village of Centerville, Barnstable, Massachusetts (see Locus Map). The site abuts Lake Wequaquet on its western shore. The leaking tank was a 275-gallon home heating oil tank for use on the premises, T and was located on the west side of the detached garage in the rear (see attached Site Plan). Prior to H&W's involvement, the owner, after realizing the tank was leaking, had a contractor drain and remove the leaking tank. The previous contractor conducted no assessment and removed no soil. The material that was drained from the tank was stored in metal 55-gallon drums on site until manifested to CYN Environmental Services, Stoughton, Massachusetts, on July 21, 1995. A private potable water well is located on the property, approximately 150 feet north of the spill location. Prior to conducting work at the site, H&W obtained emergency certification from the Barnstable Conservation Commission to excavate, stockpile, and, eventually, dispose of contaminated soils. : The emergency certificate was ' 7 required as the site of the excavation was within the buffer zon e Bordering Vegetated wetland and a small embayment south of the property that connects to Wequaquet Lake, ease and north of the site. H&W subcontracted with EnviroSafe, Inc. for the actual excavation and transportation of contaminated soil. On June 30, 1995, the assessment and removal was undertaken. Utilizing a Thermo Environmental photo ionization detector, outfitted with a 10.6 eV lamp with readings expressed as benzene, soils were scanned as the excavation proceeded. Readings were taken utilizing the jar headspace method in accordance with Massachusetts 1 au; r � DEP protocol. The excavation was discontinued when headspace readings 4 . showed a reading of less than one ppm on the detector. Approximately 5 cubic yards of contaminated soil was removed from the excavation and r stockpiled on site until completion of the analytical work. The soil was placed on polyethylene and covered by same. The excavation was backfilled to grade with clean sand. Confirmatory samples were taken for laboratory analysis from the sidewalls and bottom of the excavation and from the stockpiled soils. The analysis was conducted by Groundwater Analytical of Buzzards Bay, Massachusetts. The samples were analyzed for Total Petroleum Hydrocarbons by USEPA Method 418.1 (modified). All results were non-detect for TPH. Since ground water is approximately three feet at the site, and the excavation encountered ground water, H&W installed a monitoring well in the location of the spill and excavation in order to determine if ground water had been impacted. The ground water sample was analyzed by Groundwater Analytical for TPH by EPA Method 418.1. H&W took a water sample from the potable water well and an additional sample from the monitoring well and had them analyzed for the presence of VOCs by the Barnstable County Health and Environmental Laboratory by EPA Method 502.2. for the drinking water well and Method 8010/8020 for the monitoring well. None of the analysis detected any contaminants. On October 3, 1995, all contaminated soil was transported to the recycling facility by EnviroSafe, Inc. The recycling facility is Bardon Trimount, Inc., Stoughton, Massachusetts. In consideration of the presented information, a Class A-1 Response Action Outcome is appropriate for this site since a permanent solution has been achieved and the level of oil in the environment has been reduced to background. 2 1 ® - Sample Locations 1 1 1 North 1 1 1 1 1 W ! Drinking - O i Water Well ¢ I Wi i W ' HOUSE Y ' J � , 1 '♦ 1 z • 1 Excavation GARAGE Q 1 J � j � 1 Stockpile I ® ® Location of Former Above Ground Storage Tank : • 1 Figure 3. Approximate Scale: 1"= 50' Site Diagram . 97 Willow Run Drive- Centerville, MA Last Revision Date: 18 January 1996 Horsley& Witten, Inc. sARN3eABLE, = 367 Main Street i639 ♦0 Hyannis Massachusetts 02601 Office: 508-790-6245 FAX: 508-790-6230 AG022796 AGENDA-CONSERVATION COMMISSION MEETING FEBRUARY 27, 1996 I DETERMINATION OF APPLICABILITY Negative 6:30p.m. Tom Hague-Map 352 Parcel 18, 189 Harbor Point Rd.,Cummaquid(to replace deck with addition of stairs,replace shingles,paint house trim) Negative 6:30p.m. Peter Collins-Map 324 Parcel 71,62 Whidden Ave.,Hyannis(add dormer to second floor,raise dwelling) Re—scheduled 6:30p.m. David Nolan-Map 210 Parcel 60,97 Willow Run Dr.,Centerville(to remove contaminated soil) II NOTICE OF INTENT Advisement 6:45p.m. Joan DeHechavarria-Map 287 Parcel 118, 15 Hyannis Ave.,Hyannisport(to construct a post supported carport&breezeway,house extension&patio reconfiguration with stone wall) Continued 7:15p.m. Oyster Harbors Club-Map 53 Parcel 12-1 170 Grand Island Dr.,Osterville 4/23 6:45 (rebuild bulkhead,placement of piles,ramp and float,dredging) Continued 7:30p.m. Barnstable DPW-(reconstruction of Santuit-Newtown Road,Marstons Mills) 4/9 7:30 Advisement 7:45p.m. Dr.Michael Ackland-Map 138 Parcel 32,377 Seaview Ave.,Osterville(to demolish existing structure and replace with single family dwelling) Approved 8:00P.m. J.Paul McDonnell-Map 179 Parcels 36,37,38, 194 Packet Landing Road,W. Barnstable(to construct an addition and garage;existing garage to be converted into family room) Continued 8:15p.m. Mark Bulman-Map 233 Parcel 2-5,205 Nyes Neck Rd.,Centerville 4/9 7:45 (unpermitted deck extension,retaining wall and addition to stone footpath) Approved 8:30p.m. Ronald Grossman-Map 185 Parcel 27,264 Long Beach Rd.,Centerville(to construct pier,ramp&floats;skim-coat existing concrete pad and place fence around perimeter of pad) r r ' r III CERTIFICATE OF COMPLIANCE Approved A. John&Mary Riordan-Map 33 Parcel 22-2 SE3-2588 Denial B. Windswept Trust-Map 52 Parcel 7 SE3-2562 Approved C. Oyster Harbors-Map 94 Parcel 27 SE3-1845 Approved D. Fore Ltd.,Inc.-Map 326 Parcel 069 SE3-0544 Approved E. E.Bentas-Map 245 Parcel 023 SE3-1946 IV ENFORCEMENT ORDERS Approved A. John Buckley-Map 35 Parcel 96 SE3-2783 w/revision cutting coastal bank V EXTENSIONS Approved A. Hilliard Hiller-Map 230 Parcel 096 SE3-2617 Approved B. William Archibald-Map 58 Parcel 013-002 SE3-2109 Approved C. Sen.Edward Kennedy-Map 286 Parcel 023 SE3-2043 Denied D. Nauticus Marina/Crosby Yacht-Map 116 Parcel 009 SE3-2609 Denied E. Linda Coifman-Map 75 Parcel 21 SE3-2557/Request to reconsider denial of extension request VI REVISED PLANS Approved A. Anthony Simboli-Map 073 Parcel 013 SE3-2957 Approved B. Hilliard Hiller-Map 230 Parcel 096 SE3-2617 Approved C. William Archibald-Map 58 Parcel 013-002 SE3-2109 Approved D. Sen.Edward Kennedy-Map 286 Parcel 023 SE3-2043 Denied E. Brislane Limited Venture Realty Trust-Map 253 SE3-2980 VII DECISIONS Approved—State A. Robert Morrissey-Map 52 Parcel 7,84 Windswept Way,Oyster Harbors, Denied—Town bylaw Osterville(addition of two 8'x16' floats to northwesterly end,two 8'x16' floats to southerly end of pier system,relocate and add dolphin piles,relocate jet ski slip) VIII CALENDAR Noted A. March 13, 1996(Tuesday)6:30 hearing room,next commission meeting EN - a k d,. s r 16 3 GAGNON015?PlOW2.58 - `s , r r v ;i IX MINUTES G i Noted Meeting of January 9, 1996 g, X OLD&NEW BUSINESS Tabled A. Devonia Keller-Map 114 Parcel 015-001 SE3-2959 Approved B. Whelan Property Management Plan C. MACC Annual Meeting D. Crocker Neck Conservation Area Noted E. DEP Notice of Compliance: D.Hostetter,Berry Hollow Drive SE3-2589 F. Other (,• � .^ a. K� `.��i,� _ �^'�C9� �. .. - _ -s."' ,' it �'^^ - ` - •� •� �� `� � � -ice � ��d - tea- z � :- k K Ilk. _r Cls?})1 i GAGNON0157 P101 260 Y• .. 3• {y ��' .yam-�, 01,5?87 1� GAGNON0157 P101(Q99 TOWN OF BARNSTABLE LOCATION SEWAGE# VILLAGE ASSESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY:(type) (size) ' NO. OF BEDROOMS OWNER PERMIT DATE: 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 L• aching Facility(if any wetlands exist within 300 feet of leaching:facility). feet FURNISHED BY r /V v i ' tel.(508)3624541 939 maln'street rt 6a fax(508)362-9880 yarmouth port mass 02675 dOWO cope engineeria f structural design CIVIL engineers &land surveyors Arne H.OJala P.E.,P.L.S. November 1,7, 2006 Daniel A.OJala,P.E.,P.L.S. Timothy H.Covell,P.L.S. land court Barnstable Board of Health surveys 200 Main Street Hyannis, MA 02601 r site planning Re- 97 Willow Run, Centerville sewage system Dear Board Members: designs The enclosed represents a variance filing for a septic upgrade from an existing inspections cesspool septic system. The following variances are requested- Variances requested under Max. Feasible Compliance 15.405: permits la: Reduction in setback, leaching facility to lot line (10' to 8') 1i: Reduction in separation, septic tank inverts to groundwater(less than 12" separation requested) Under Barnstable Article I: Section -360-1: Reduction in setback, leaching facility to wetland (100' to 75') and septic tank to wetland (100' to 52'). x_ The existing dwelling is proposed to be renovated, with no increase in eithe footprintZ or habitable space/bedrooms. The existing cesspool is most probably withince groundwater elevation. The owner desires to upgrade the system to as close as Title ' and Barnstable Regulations as possible. The owner is proposing to connect to own r- Water. ocn rn Due to extreme site constrictions (presence of wetlands) variances are necessary for this 3 bedroom septic system. The leaching facility is placed in the most feasible area on the lot, keeping the leaching facility the furthest distance possible from the wetland areas. The.leaching facility is 5' above the high water lake elevation (Wequaquet Lake datum system), which according the the DeFeo& Waite study on Title 5 is a more important factor for treating effluent than maintaining required horizontal setbacks to resource areas. Due to the site's vertical proximity to groundwater, an w additional variance is necessary from the septic tank inverts to groundwater elevation, in order to maintain gravity flow from the dwelling to the septic tank. The tank is proposed to be waterproofed and pipe joints shall be sealed with hydraulic cement to maintain watertightness. Based on the fact that there will be no increase in habitable space, the new system is 5' above the high groundwater elevation and that Town sewer is planned for this area, it would be a financial hardship to require an innovative/alternative system for this site and then be required to connect to Town sewer when it becomes available. We feel that by granting these variances, the same degree of environmental protection can be attained without the need for strict adherence to the Title 5 and Town of Barnstable Regulations. Thank you for your consideration. e truly yours, Daniel A. Ojala, PE, PLS Down Cape Engineering, Inc. cc: C. Nolan c/o Steve Shuman, AKRO Associates �a :fir .71 c� i 004P01 00 '00 00:00 6Z— A RO ASSOCIATES ARCHITECTS 310 mstable Road,Suite 102,Hyannis,Massachusetts 02601 TEL:54778-6060 FAX:50&778-2558 i I , i 13 November 2006 To whom it may concern: RE: 97 Willow Run Drive, Centerville, assachusetts This`letter authorizes Down Cape Engingering to represent Ms Cheri Nolan before the Town of Barnstable Board of Health and Conservation Commission in matters concerning her property located at 97 W�Ilow Run Drive in Centerville. i Signed on behalf of Cheri Nolan, owner: AKRO ASSOCIATES ARCHITECTS i f I i Steven M. Shuman, RA, Project Architect i , i I I I. is i I i l I I i Ci -x 31 J 83 so 90 '�,• ' 5y 34 ®33 TOWN OF ®ARN ST'ABLE�" a J .26 AC .23AC aJ a ® a v ASSESSORS ~2qL, m o © 30 3P 32 0 r 1- Z� 9 .23AC .16AL .17 AC . 7 « 2j4C �J 66 79 36 O :: y s RED WING TRAIL q.'O2>O ® 9 66 i9 56 J, 1. r.Po LILY 'f AC .9J4C 2g o 0 35 42 41 .o y POND Z. 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O ao k 137 9. 6V AC n �9 (AP - a 136-3 c 130 4 O l 5-3 4 1 AIC H.AI AF. 139-3 1. Y . N 2� Togo- Qo 17AC- 0 - Q 9S ® t ' 10 O3 3 Boa '9t� i „{ - 10 - o. 4 goo Q O ,3 .95AC-s J 134-2 ^� •aa a a� _ 1.1ZAC. ® 39-11.00AC 140 OoAC tel.(508)3624541 939 main street rt 6a � ' fax(508)362-9880 yarmouth port mass 02675 v2vd L/ down cape engineering �( structural design civil engineers&land surveyors Arne H.Ojala P.E.,P.L.S. Daniel A.Ojala,P.E.,P.L.S. Timothy H.Covell,P.L.S: land court surveys November 17, 2006 site planning Note: revised variance requested . Dear Abutter: sewage system A public hearing leas e�cheduled-fbr the Barnstable Board of Health to take action designs on a request o variances from Title 5 Regulations under CMR 15.000 and Town of Barnsta i egulations for the subsurface dis� sal of sewage for the proposed septic inspections system a`'97 Willow Run, Centerville. The var ances requested are as follows: Variance§requested under Maximum Feasi e Compliance 15.405: permits la: reduction insetback;leaching facility to lot line (10' to 8') If reduction in separation, septic tank inverts to groundwater(less than 12" separation requested) Variances requested under Barnstable Board of Health Regulations: Art I: Section 360-1: reduction in setback, leaching facility to wetland u? (100' to 75') and septic tank to wetland (100' to 52') Said hearing will be held in the Hearing Room South Street, Hy annis Dec mber' m 2006, at 3:00 pm. Please check with the Health Department to confirm dat and time. Sincerely, Sarah B. Ojala Down Cape Engineering, Inc. cc: file Barnstable Board of Health C. Nolan c/o S. Shuman Akro Assoc. barnboh tel.�W8)362-4541 939 main street rt 6a fax(508)362-9880 yarmouth port mass 02675 down cope engineering structural design civil engineers&land surveyors Arne H.Ojala P.E.,P.L.S. Daniel A.Ojala,P.E.,P.L.S. Timothy H.Covell,P.L.S. land court Surveys November 1, 2006 site planning Dear Abutter: sewage system A public hearing has been scheduled for the Barnstable Board of Health to take action designs on a request for variances from Title 5 Regulations under CMR 15.000 and Town of Barnstable Regulations for the subsurface disposal of sewage for the proposed septic inspections system at 97 Willow Run, Centerville. The variances requested are as follows: Variances requested under Maximum Feasible Compliance 15.405: permits la: reduction in setback, SAS to lot line(10' to .8 1 j: reduction in separation, septic tank inverts to groundwater(less than 12") Variances requested under Barnstable Board of Health Regulations: Art I: Section 360-1: Septic tank to be 52' from edge of wetland(48' variance); SAS to be 80' from edge of wetland (20' variance) Said hearing will be held in the Hearing Room, South Street, Hyannis,December 5, 2006, at 3:00 pm. Please check with the Health Department to confirm date and time. Sincerely, Sarah B. Ojala Down Cape Engineering, Inc. cc. file Barnstable Board of Health C. Nolan, c/o S. Shuman barnboh Abutters to map 210, parcel 60 59 Michael and Elizabeth Grady, 49 Priscilla Road, Newton, MA 02167 63 Allison Ann Falkenberry Tr. and Melanie L. Sipko, Tr., 140 Palomino Drive, Barnstable 02630 61 T. Walter and Meredith Wannie, 159 Willow Run Drive, Centerville 81 Rolf& Barbara Isaksson, 56 Merrill Cir. N., Moraga, CA 94556-2839 131 William and Marilyn McClearn, 35 First Parish Road, Norwell,MA 02061 132 Martin Silverman, Stephen Silverman, 25 Montgomery St.,NY,NY 10002 SYSTEM PROFILE NOTES LEGEND TOP FNDN. PROP.AT EL 38.67' PROVADE OBS.PORT WITHIN 3'OF FINISH GRADE ' SYSTEM DESIGN: ACCESS ROVER 10 W1Mm e•DT Orv.MADE DTcI m AUGr 1. DATUM I$ WEOUAOUET LAKE DATUM SYSTEM /PI}I6.*�. `�,. Wequaqu M16MUM.75'OF COVER OVER PRECAST WA' COVER�R(WATERTIGHT)TO ! 8 `\ Lake REQUIRED OVER SYSTEM 100.0 2 PROPOSED SPOT ELEVATION GARBAGE DISPOSER IS NOT ALLOWED ll aB.D' wITHr.;e•OF Fw,MADE 2. MUNICIPAL WATER IS AVAILABLE (TO BE INSTALLED) I) :mg SLOPE M 41 6 t00x0 EXISTING SPOT ELEVATION DESIGN FLOW: 3 BEDROOMS 6 110 GPD a 330 GPD 3. MINIMUM PIPE PITCH TO BE 1/8"PER FOOT. t� USE A 330 CPO DESIGN FLOW RUN Prof�� 2 ooUBILE WASHER PFJSRINE , 10 36.25' �roR FIRST 2' PROPOSED CONTOUR (pR0p.) PROPOSED 40.8' 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H=2D locus SEPTIC TANK: 330 GPD(2)= 660 TXLOH \35'80• �IIEE�- $ 36.0 5' ANK/APG SEE 5. PIPE JOINTS TO BE MADE WATERTIGHT. o 100--EXISTING CONTOUR USE A 2500 GAL. SEPTIC TANK/PUMP CHAMBER COMBINATION _ � I1p� D�� - o `° 40.50' 4 3 40ONOTF- 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. $ r win P�'"PF +34.36 EXISTING SPOT GRADE LEACHING: ENVIRONMENTAL CODE TI71£V. �x SLOPE) SEE DETAIL B'CRUSHED STONE OR NECIW1ww� g 39.8'NIA COMPACTION.(15.221 12D30 x 15(.74) S1; 4 e'INVERT PROPOSED 7. THIS PLAN IS FOR PROPOSED WORK ONLY ANDNOT TO BEBOTTOM: °EPTMOF FLOW (_�z anPOUSED FOR LOT LINE STAKING. TEE SIZES: 1/2'DOUBLE WASHED STONE TOTAL 450 S.F. 333GPD MET DEPTH- IO" 8. PIPE FOR SEPTIC SYSTEM TO SCH.40-4"PVC. -•-• •C OF 2 ROWS OF 7 OUTLET DEPTH- 26" S' 9. COMPONENTS NOT TO BE BACKFlLlFO OR CONCEALED WITHOUT STANDARD QUICK 4 INFILTRATORS EACH, WITH 3' STONE AT SIDES,3.3'BETWEEN ROWS AND 2.5 Al ENDS FOUNDATION-- 20' -SEPTIC TANK/- 52' D' BOX 5' LEACHING INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED LOCUS. MAP PUMP CHAMBER FACILITY FROM BOARD OF HEALTH. NOT TO SCALE 10.CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ASSESSORS MAP 210 PARCEL 60 MA ` PWAERT R N><as LOCATION OF ALL UNDERGROUND &OVERHEAD UTILITIES PRIOR LOCUS IS WITHIN FEMA FLOOD ZONE C APPROVED DATE BOARD OF HEALTH TO COMMENCEMENT OF WCRK. AP DISTRICT 11. WETLAND FLAGGED BY HAMLYN CONSULTING GROSS FLOOR AREA STRUCTURE EXISTING PROPOSED \ HOUSE 1,732 SF 1,785 SF y GARAGE 400 SF 400 SF . �P E1(ISnNG - 40 MIL POLY VINYL AND TOTAL 2,132 SF 5.9% SF N �S DWELLING HIGH WATER LAKE ELEV.xAr(BARN.NAT.RESOURCES) MASTIC ON INSIDE OF F.A.R. 5.7X 5.9X 9q °� EL TA I LOT COVERAGE BY STRUCTURE 9P PROVIDE ROCK VENEER(OR EXISTING PROPOSED R BASED UPON T EOUAL)ON EXPOSED WALL 2,073 SF(5.56X) 1.808 SF(4.65%) 37,300t UPLAND PROP.CONC RET.WALL SURROUNDING \ BENCHMARK (6) B3 BARS CONT.FOR TEST HOLE LOGS LEACHWC FACRJTY.TOP WALL ELEV.40.Y 3>eT o NATUR I r'�� HORIZONTAL REINFORCEMENT _J7� AREA A4 BEACH \ NAIL IN 32'MAPLE ..>, \ EIEV=40.82' ENGINEER: DAVID FLAHERTY, RS 6'REMOVAL OF UNSUITABLE Sal \\\ \\ REWIRED ROUND PERIMEIFA OF L 3.8',: EL 38 0'+/- WITNESS: 0. OEMARNS, RS DBSTMC S"T"KG FADRJIY,DOWN TO 4.8 TA AnrABLE sou.uYOL REPULE 'i A3 BARS 12"O.C.FOR VERTICAL DATE: 8/21/06 TO N CLEAN HIED.SAND.ENGINEER ro msPEcr AND CERTIFY 114 a �` PROP.ST/�pC COMEINAT10 :. REINFORCEMENT 2 MIN/INCH REMOVAL e o TH2 •) \(RE-ROUTE PLUMBING) T DECK 10 BE REMOVED PERC. RATE _ PROP.VEN / / \�\\ \ g ^6: 1. 12 - CLASS I SOILS Pb 11395 �3>.s> \ J`� \ o PLRTER/PATIO TIE RETAINING WALL PROP.SHRUB //E(IST. 1 Url \(Yl, \ SEE ARCHITECTS PLAN FOR DETAIL) :-- SCRM41NG / -36 PARKING \ \ y1 \ \ 4 ( �;_-'. \ \ 36.0'BASE EL ELEV. �] 38.0' RE-SEED W/GRASS \ E%IST. \ \\ \ Q 38.0 Q 38.0 ABROONED DRILL LRGEO '.�.. -. „28 . MAPLES \ _ '.'T F::t;.;DPoVE 0 \ FILL FILL '9 NATURAL SOIL A y WINDBLOWN A C(i�:!:. RET. WALL (NTS) SAND � ' 17' WINDBLOWN EXISTINGQ'Y -a?;'<• ` _ \ \ 9/, B SAND DWELLING a LS 26' 5.8' \ y J RF'IAI�sE m aFNE°vie aiPE O `.�J NoIO>eoo ow BatmE 24" 7.5YR 4/1 36.0' Vn_' J 7� cRanoln rI Pc ..AP- / PROP.RE-l�DRIVEWAY \ (\ TT )'' \ � � \A � Cl Cl (TO BE PERVIOUS) \\ �\ / \\ .17y� ALARM AND CONTROL PANEL / BUILDING BE INSTALLED INSIDE ��\ SUBJECTI ro LANFLODDIN6' SEPARATE aLARN TO BE ON RCOT FROM PUMP INV.IN 36.O' PRESSURE UNE MC$ 31" BOG IRON 35.4' (TO B Oo._d) p TO, ROPE TO DRAW BACK 1DYR 4/8 FLOAT SWITCH ALARM ON WEEP HOE[ _ 48" 34- C2 / -- - SETMN - leaa sa. CIECK VALVE C2 h lJ6�I �� \ - -- / MST.CP\ \ PUMP ON _ SOE PERC LOT AREA \ f !--_ i ,-� I/ (PUMP AND`REMO':E) 50" 3.B' , � \ {,Y WIMMNO RANGE 6 �a%•+TIE INTERS SRM{ BOC IRON MCS \ \ ��a}V / I(CP:1, \ \ {.3' e'e• SYSTEM(OR EWAL)10 HP PUMP 3J.0' UPLAND: 37,300t SF 0.9 ACRES) C'\" / I / ( ) \ 3O� C \ \\ PUMP OFF 12 60• BO 5 WATER 33.0' 60" OBS WATE WETLAND: 194303 SF(0.4 ACRES \ \ / FOS�ISECOND CESSPOOL(PUMP RO REMOVEI w c3 00 OTAL' S6,7 O $ 1. \ \ , / RE I \ �\ {OOSES PER DAY.AT W GAL PER o000 9 1\gyp/R / rJ5- "OE OF WEnAND� \\ \I\ \!\\ / s! \\ \\ DOSE(4•WORKING RANGE) _ s•TIVT1t MCS 10YR 4/e \ GARAGE b'( NATURAL \ \ 108" toYR 4/8 29.0;/10Y AREA 2500 GAL. SEPTIC TANK/PUMP CHAMBER COMBINATION VARIANCES NS _ 10T \ 1 (�10 SCAM TOM OF BARTABLE SECTION 360-1:REDUCTION IN SETBACK,SAS SAS ' / y WATERPROOF/WATERTIGHT TO WEILAND(100'TO 74'):ST TO WETLAND(100'TV 52') c^ BUOYANCY CALCS: ®,p`' - V 1;\ ,�•\ F S 6.1 112500x GAL H_20(SHOREY)5.122 -26.00DK) TITLE 5 SITE PLAN Ay 4b� \ 9. h L \ \\ 1 vEASM D,,ELLIHO 10 BE ao vosm�Auo�pWiiwc ro 8.1 x 11 x 8.0 x 82{ 25,122 LBS UP(OK) BE RE-BULLT"THIN SAME OF FOOTPRINT. 97 WILLOW RUN TB 9d.1 �If `G \, 3 (CENTERVILLE) BARNSTABLE \ POND \ BUILDNG PREPARED FOR / BUILDING p�c (NOT A GREAT POND) CHERYL C. NOLAN um POLE 4 T OCTOBER 1, 2006 %0, i Io REV.11/17/06 - ¢ REV.It/22/06 / REV.12/12/06 BON MTG.) REV.12 23 06�(REV.12/21/06 RETWALL) - REV.1yl0/7 (SETBACKS•LOT COVERAGE TANK ELEVATION) REV.1/25/07(WILL PER CONCON) Scale:I"=20' 5 CAPACITY-GPM PUMP CURVE FOR MYERS SRM4 4/10 HP PUMP °" 06-3e2 4su 0 10 20 30 4O 50 FEET lay tb8-362-8660 Td pMNEL DAM EL down cape engineering, inc. �I CIVIL DB4mm CIVIL ENGINEERS . _\�_A LAND SURVEYORS J/ \ PE�m 939 main st.yarmouthport, me 02675 DATE DANIEL A.OJALA, P.E. P.L.S. 06-149 SPGWG(SBO) 06-149 4 Z,xce FeC+nw6 eI&' o.c.. / �_pC1eIL"A'eDE-TPIL n s"e ° LEc`t„ GEVbe S1jING LES /'N TYVEO T111GK CLAM 1:1BEr-INlW.W I V.A. 1/7n FtYWcr�l> >NECTN ING - �_: - —IIZI FQ-"EL' 5m LL-TN u 9KIIA C12P-1 M£TcL FL415H'4 W oP.IP � ,��: .��(.° ZxIS P-T. F� oN SILL 7PGLEQ -/4"PLYWD.-OC 5u DFL.- rL- co v-WCLL n�YoN, \. \\\ 1 j� ` �,� I c,"` CF' I \ eP. L�lce o'r '�A sic IE all""< ! '!'(VPICCL / o p} C�' OFF -Qm'>ET .)l wtS 12 MIPI. 1� --9/4' N£FIL1_ C_ rjo \•\\G,n Glo`i9 fir Ee lnl5LL m/Y-15 / \' - Z�`GL+NL. 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V RO F o� �1 t�.ZY,o'SPIly2' o�•I, O LC.,'(/�a�B r) C `I i- 5h'r•9'H P5�-2.oE .NON STRVCTVRAL NDe.-''� — `Y�F0.5ci.A -3yi"vy "MtcPdLN.1 Z.oE 1 �- 7r•�'`XH CLDAR-SLIIW Gl.ES SGREEUED SoFfif VLUT-! GAGED � •I�_'•HNITG GEDA.R SLIIIJ61.E 5,5"Ej,`'. ( W as :BIZ"f\"f'1f,SNEATNMG LIVWC� s UtiL. ILP,IND M.e>;U�coF't Ou /Z7 WOOD CDX NEPTNING ( -_ L�yING 'DINING -- KIfcH£tJ- :2a 6 y1U Dg LY S - T (y"K,t`j GL.P19E2 INJN LAT-ION W/V.B. I, V . P.TP.Pl-.O._I DIw SEALER 5U0F L. .. ..-_ - _ Arm ._� r r,,7. r..'L L, ai' •C.2. _ .a.: a`LI>'.l 70"xG P< o$Iw >L r - --- .:__ z><,o'>e I L'o.c. -- .'6c -.: I `� (,2AWL SPADE ! ��t. __ G2AWi.ZPO•LE I`.c.( FO¢-GOOTII,IGS FOVI_IDATIOt�!-SE FOIUDATIOI-1 DRnV,k.)�5. -�t.IIL,DInIc �E�TIoti t3-P� 7�uil.>71Nr, �GI1ofJ -p,,.1A _. GNETz1 NQLAN RESIDENGE� LOcATsb Ar BUII-DING SEGfilON5 - n ^''�'I I �' °`°°" I 2(n7 0-7 WI.I,�OW RUN DF-ivEx GENf6RVIUE MA AKRO ASSOCIATES ARCHITECTS -- 310 Barnstable Road, Hyannis, MA 02601 tel. 508-778-6060 fax 508-778-2558 Steven M.Shuman,RA Alice L.Oberdorf RA: 5 OF ooGl2 WPL6)(kEC£i TPG1,E a IA ABv. 00.fL. . I 3eo vuncx Eecepvc t e -.54,AV.FIN.fl- . wmf-�KfrfF-rCCLE t/L ON 5wtleH J gVOD 2EC£f�7i�Lt,l; olyltctl • 3� '(HeEE wvy�l'*x�T-Jcy� Sw11GN e TglnrnEe s Ilic�1 1'EprccoM E�EG1e,c rcNGE- GU'I I.ET/eeYEe. 0 WDLL Mr<'NTTET7 woKr' DETECT/'1R IJPCE CEIl1Ile, I 01 wtu MotmrfGD we.RT' Fiklmr, O CEILINe. maumlEG UQI7 rix-rU¢E- P.EGEy5Ep Ll41tt I'IYTVZ9- l� -(ELE P110h1E Cxh"LE'( y�(1 NCG Ate F 'Wr wEc-gt8T;P1>crP r-ay1 Lf.7 Cft �1 4P�w-ID (/•t1 L7 INtEELUP1 Efr. Clec��i' -� wteEp C�hINEc7TUN 1r ----- _ - n Q N w n� � G � 'hrcvlad t%iooiz �-L6G11zaCA� LnYvUT w J V >3 L e BnY ns eea� c(! a; - —- — -- 418're - ` I _. I--:_.�..-..._ O WP/fl / °' OVENS J HL Pv LL '•„' I�--- - � IVING DI4-)IIJG / A-a- KITcF1EN � . I Ir � J i Qj.lO'S elb"P,c. II � --------- 26F - R \ r c _ n t m dil �L174 U6"T r' I q 5 1 - !!• � •� a. � t'-7 �EUR.00h� 6EDT�ooM 2 i �o LLd I-r-L• RDOF,4 5eccoy(LOOK. ru\N �I�st FLooe t L C:T-elcP_LAYOUT s . GN62I f InL�N F F-,10i MCC - L-OCAJED Ar FA ELECTRICAL LP,(OuIS, ISTFLDOP_ �.�: /y=1.o ,�^ ��•. - o "-� ] —1J..FED 2Do7 nevoEo �J7 WILIOVJ iZUN DRIv�, CENfEFt1UE, NIR AKRO ASSOCIATES ARCHITECTS i2oDF SFcovD �Laorz FPnIu� P�N Cl� VSt 10-Barn'stable Road, Hyannis, MA 02601 l. So8-778-6060 fax 508-778-2558 sa ven M.Shuman,RA Alice L.Oberdorf,RA 6 or oaoG12 DEMOLITION NqrES Remove the following from the building and site. Place any appliances or plumbing fitting's or fixtures that the Owner wishes to save as directed by Owner. Exterior: 1 . All existing windows and frames: 2. All exterior doors (except.large sli.ding.glass,doors in existing dining area. 3. Exterior siding and trim.' 4. All roofing materials. 5. Exterior walls where necessary to accomm'odat0 new plan and to create new rough openings for new window locations: 6. Roofing structure where indicated and'as required. interior: 1 . Interior partitions where noted and As req,u,ired to construct the work: 2. lrterior finrhe's including plaster/dryral .� panel�i��ng, flooring both uirootl,:tile, ari vinyl. 3. Interior doors and trim. 4. Window trim. 5. Interior floor structure of existing living room as, required to construct plan.. 6. Kitchen cabinetry, appliances (incl. laundry), plumbing fittincls and fixtures, electrical fittings and fixtures. _. 7. Bath cabinetry, plumbing fittings and fixtures, and electrical : fittings antl fixtures. 8. Cabinetry indicated: . w_.. g. ,. Existing stairs. �f 10, Cutouts in existing structure where required to accomrnodac;e _ new st ructure;ucture. Remove existing Oiling i w o x ng ce g joists here indreat d. 11 ,, Removal or trenching in crawl space to permit nstahat[6s,,6 wx.` ' bN new plumbing drain lines. 5 12. *,Any rough and finish electrical and plumbing to be removed inPj _..�. 'order to construct the work and wherever such materials . :,became obsolete and are not incorporated into the cornpletd fx 15 t.°o work, 13. Baseboard h dro radiation ' y me baseboard units. Pr'prng-shall k�e r removed except components which may effective) be reuse a. E .._ Y Y , Z , 1 m » 3 � ,r1 . _ , , { V1 a � : 4 , � I . , , _ . r , ( I lea� : 4 KI 1 , 1IFTI ( I ___ .,....... .. ,..�... ............ T", 1� ` 2. . T r j3ep � f ii r . 1 1 , a f _ ' , 3 1_ op i_ . 1 ti . . -� 1 '_, ._lT. -1 . .. . ...... . . .. .. Ps Reno bons to tl� e of he o l a n LREVISED 6 APPPDVED BYSCALE,;.. _l�_..... Y9 7 Iw R r Dave DATE'. AKRO ASSOCIATES ARCHITECTS } 310 Barnstable Road, Hyannis, MA 0260`1 Cente-wille Massachusetts tel. sob- -606o fax 50 -��s-25ss DRAW ING NUMBER Steven M. Shu man, +,RA Alice L. Oberd'orf, RA Z. o; G._ a j — ; 3 fi 1 . / a : /r 9 i 10 4 12 ¢ - . s 5 tfl{ f i I , a i � ' .. .., a-.+-, +-�W.e�.�.«:.::ua. _.. w '1 iiu'":,+-++.,u -1 -w,-_ n�.:.., .. .... ♦1 f 1 ( 9"4 . 9 w.A• M 1 , i { 1. i ?L .r r i t� Fw y { t ! , I ._...,._-._..--,..... ,._..t. ........... ....... .......,-. .4f... , d _ __ _... • _ , i s, 6E it -., - 9 t 4` . a l y f w N+# FT IR i � r ' M i LL11`_ lu U �i E ... ._. .,.. I. _, . ..- __,. .� .. .- .�. : ... .._.. �# �:.. �? ZT Yi _ VN CXI , c ��{ Vw: '• I , �, .: .. . . 4 i d ':��-�, � �� to J i •^`3 ..i- V\ 1� �-2 7. �i M a< i . i Br w. E ,,� �Y ►� o R 4 , ....,.:... , v. „ b�- t ': ._ , ..✓.rw .e—µ».s ems; ,a�, .. .C P�, r"� ' . :. i4 � _ 77 . r Renovations to the Home Of Cheri Nolan SCALE: t , ROVED BY. h M t t� bh APP DRAWN BY ® RuP Dr� �e A�R DATE: REVISED 97 V Vi � IOWO ASSOCIATES ARCHITECTS a 310 Barnstable Road, Hyannis, MA 02601 Centervi_I le Massa* chusetts tel. 508-778-6060 fax 508- 78-2558 DRAWING NUMBER Steven M. Shuman, RA Alice L. Oberdorf, RA = .,,.. ... 7 .. .. < ♦ J .,. \) ri. -.. W. - - ,. `x`.. .,,.\ ... ..,. ., r..w..,,.., ....o-t c. ..:. .•,,... ,....�. ,..,? .. 'a. ... :. 4'' '!, .:. � ,,.:. � ,.. <. ».. -a ,. ... .♦.t. __... _ - w. ae <,. ._. ) ..._.n...,,�.J- 3UA3f`� , ,.. ,. ... .,'m .. .. - .. .. -.t,..h { '::,,, wr it ::.... S .._:...,✓.x .. , ,...... m,.:�. .-... l.:w.ux-.:..'r". .: : ., , :' �5.. o�F SYSTEM PROFILE NOTES LEGEND SYSTEM DESIGN: TOP FNDN. PROP. AT EL. 38.67' ACCESS COVER TO WITHIN 6" OF FIN. GRADE (Nor To sr,Al.E) PROVIDE OBS. PORT WITHIN 3" OF FINISH GRADE ACCFI'`, COVER (WATERTIGHT) TO 1. DATUM IS WEQUAQIIET LAKE DATUM SYSTEM ake�op 100.0 PROPOSED SPOT ELEVATION GARBAGE DISPOSER IS NOT ALLOWED MINIMUM .75 OF COVER OVER PRECAST " 1 \ Wequ"uet 38.0 WITHE OF FIN. GRADE DESIGN FLOW: 3 BEDROOMS 110 GPD = 330 GPD s 2X SLOPE REQUIRED OVER SYSTEM 41.6 2. MUNICIPAL WATER IS AVAILABLE TO BE INSTALLED) o o I Lake 100x0 EXISTING SPOT ELEVATION - I USE A 330 GPD DESIGN FLOW �36.25' FOR FIRST 2LEVEL 2" DOUBLE WASHED PEASTONL3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.100 PROPOSED CONTOUR � o (PROP.) PROPOSED 40,8' 4. DESIGN LOADING FOR ALL �'REG�`•.ST UNITS TO BE AASHO H-20 ? ��a`° SEPTIC TANK: 330 GPD (2) = 660 GALLON SEPTIC - - 100 - - EXISTING CONTOUR 36.05' TANK/Pc SEE 80 ITEE - Locus USE A 2500 GAL. SEPTIC TANK/PUMP CHAMBER COMBINATION COMFBI21ON DETAIL 40.33 5. PIPE JOINTS TO BE MADE WATERTIGHT. a +34.36 EXISTING SPOT GRADE LEACHING: 40.50 40.3 1 " 0.50' o 6. CONSTRUCTION DETAILS TO BE •slit ACCORDANCE WITH MASS. Greot MarshP Phl�ne�' SIDES: N/A - ( R SLOPE) SEE DETAIL 6 CRUSHED STONE OR MECHANICAL $ a 39 8 ENVIRONMENTAL CODE 17TLE V. COMPACTION. (15.221 (21) 30 x 15 (.74) = 333_ DEPTH of FLOW 4' 'NOTE: 6" INVERT PROPOSED 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE BOTTOM: ( � x sa �r_) „t TEE SIZES: 3/4 TO 1 1/2 DOUBLE WASHED STONE USED FOR LOT LINE ST"AKING. Route 28 TOTAL: 450 S.F. 333 GPD INLET DEPTH - 10" USE 30'x 15' LEACH FIELD OF 2, RQWS OF 7 OUTLET DEPTH s 26" 8. PIPE FOR SEPTIC SYSTEM TO SuH. 40-4" PVC. STANDARD QUICK 4 INFIL.TRATORS EACH, WITH 3' 5' 9. COMPONENTS NOT TO EE BACK71LLED OR CONCEALED WITHOUT STONE AT SIDES, 3.3' BETWEEN ROWS AND 2.5' AT ENDS FOUNDATION 20' SEPTIC TANK/ 52' D' BOX ��-� - ----- 5' LEACHING INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED LOCUS MAP FACILITY PUMP CHAMBER FROM BOARD OF HEALTH. NOT TO SCALE MA 10. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ASSESSORS MAP 210 PARCEL 60 APPROVED DATE BOARD OF HEALTH WATER EL. 34.8 LOCATION OF ALL UNDI RGROI)ND ", OVERHEAD UTILITIES PRIOR LOCUS IS WITHIN FEMA FLOOD ZONE C PER B.O.H. TO COMMENCEMENT OF WCRK. AP DISTRICT 11. WETLAND FLAGGED BY HAMLYN CONSULTING GROSS FLOOR AREA os STRUCTURE EXISTING PROPOSED HOUSE 1,732 SF 1,785 SF EXISTING GARAGE 400 SF 400 SF DWELLING 3S 82 HIGH WATER LAKE ELEV. 34.8' (BARN. NAT. RESOURCES) 40 MIL POLY VINYL AND TOTAL 2132 SF 2,185 SF EL. �o 10"- MASTIC ON INSIDE OF_ F.A.R. 5.7% 5.9% .9� I �- ; _ RETAINING WALL LOT COVERAGE BY STRUCTURE PROVIDE ROCK VENEER (OR EXISTING PROPOSED % BASED UPON PROP. CONC. RET. WALL SURROUNDING \ EQUAL) ON EXPOSED WALL 2,073 SF (5.56%) 1,808 SF (4.85%) 37,300t UPLAND LEACHING FACILITY. TOP WALL ELEV. 40.8' 3j.87 L BENCHMARK O NATURA BEACH \ NAIL IN 32" MAPLE (6) #3 BARS CONT. FOR TEST HOLE LOGS 5' REMOVAL OF UNSUITABLE SOIL _3� AREA \� \ :'.;:r.. HORIZONTAL REINFORCEMENT REQUIRED AROUND PERIMETER OF L �' ELEV=4(► :,,.Z EXISTING LEACHING FACILITY, DOWN To e` ; ENGINEER: DAVID FLAHERTY, RS GARAGE SUITABLE SOIL LAYER, REPLACE i '?H1 �p,!Q 3.8 EL.38.0'+/- WITH CLEAN MED. SAND. ENGINEER ® � �` 4.80 :�" ; �•' .• WITNESS: D. DEMARAIS, RS TO INSPECT AND CERTIFY " " PROP. ST%PC COMBINATi\ \ �• " �n TI r�•i REMOVAL -1'3> a >oc' _ TH2 �) O 44 \(RE-ROUTE PLUMBING) #3 BARS 12 O.C. FOR R VER C DATE: 8/21/06 REINFORCEMENT 3��6 '0 0. c+ \ DECK TO BE REMOVED .. ~ w PERC. RATE - < 2 MIN/INCH / AWN �\ PROP. VENT FO\ �\ O I - a c' / EXIST. s ® o,� PLANTER/PATIO TIE RETAINING WALL ` 12"--�'" CLASS I SOILS P# 11395 PROP, SHRUB c, r.jNE, \Cq SCREENING c, \38_- DIRT \ \ g`L (SEZ ARCHITECT'S PLAN FOR DETAIL) PARKING \ \ Al _ \ \ 36.0' BASE EL. ELEV. ELEV. R W/GRASS \ EXIST. \ \ .. „ice:,• . y.. " 2 ABANDONED DRIVE. LARCH \ GRAVEL \\ \ �p _ L�2$ ;;,'r +; , Q 38.0' �" -_ .38.0' DRIVE <. MAPLE'S 0 o \ : "„ :,'' O �, FILL Q6e \ ?,,: '• ; ', 4�, w �Q FILL NATURAL SOIL \0 /� �.. •' ,. BEA,.H �A G CC��C. RET. WALL ANTS) WINDBLOWN FS�T \''\. EXISTING \ �� .._ 17" SAND A/6 WORK LIMIT " I DWELLING `00 B WINDBLOWN EXIST. TOP FNDN- O RAISE TO ELEV. 38.87� �(^ -� "� � �� 14OTE: .dr;+s (A' - RESERVE ;4" 7.5YR 4/1 36.0' PROVIDED 1Pf PC \„ � QUO, • / PROP. RE-L9CATED DRIVEWAY--- \ � _. p 1 i� � � s � w____ _� �L• �� -"' (TO BE PERVIOUS) \ `� \ \ �`�? �t \��r� ALARM AND CONTROL PANEL , C1 C1 / `� \` `' TO BE INSTALLED INSIDE / \ "BORDERING LAND BUILDING. ALARM TO BE ON INV. IN 36.05' MCS BOG IRON / W �^ � �� SUBJECT TO FLOODING" SEPARATE CIRCUIT FROM PUMP ' - - - - - - - - \ \\ \ �� \ (TO ELEV. 35.0') 29 TEE 2�OPRESSURE LINE 10YR 4/6 31 35.4 \ S• E TO DRAIN BACK 34.0 / / `9 _ " - _ \ \ �� I C i / / 2� FLOAT SWITCH ALARM ON WEEP HOLE 48" ' �36 � a \ - - - - - - - - - - /� i / / SETTINGS: 18000AL C2 - PUMP ON MINIMUM CHECK VALVE \ / / LOT AREA \ I - / / EXIST. CP\ \ C2 (PUMP AND\REM ' 4.3" WORKING RANGE 6" THIS SIDE , PERC � E) \ " � MYE?S Sf,M 4 BOG IRON 33.8' MCS UPLAND: 37,300f SF (0.9 ACRES) \ \ \Cp l // \ 4.3 eta" SUBMERSIBLE 4 10 HP PUMP 50 \\ PUMP OFF 12 SYSTEM (OR EQUAL) 60" WATER 33.0' 60" 0 WATER 33.0' WETLAND: 19430t SF (0.4 ACRES) � \ \ /� GR� -. v POSSfSECOND CESSPOOL (PUMP AND REMOVE s OBS OBS/ / / >#10 TOTAL: 56,730f SF 1.3 ACRES \ \ \ / wi �' ''l ) PIR // // EDGE OF ` TtAND \ / I - \ � 4 DOSES PER DAY, AT 83 GAL. PER o00000 moo 0000 35 - \ \ DOSE (4" WORKING RANGE) C3 GAS a" E MCS 10YR 4/6 GARAGE 8'/ NATURAL \ E ' AREA \, 2500 GAL. SEPTIC TANK/PUMP CHAMBER COMBINATION VARIANCES 1oYR 4/s 29.0 102 29.5 3 \\ VARIANCES REQUESTED:� � I / (NOT TO SCALE) / /\ WATERPROOF WATERTIGHT TOWN OF BARNSTABLE SECTION 360-1: REDUCTION IN SETBACK, SAS/ TO WETLAND (100' TO 74'); ST TO WETLAND (100' TO 52') BUOYANCY CALCS: F �� \ WGT. 2500 GAL. H-20 (SHOREY) = 28,000 LEIS G � TITLE5 SITE PLAN c, #12 F00P� 1L/ \ \\ I EXISTING DWELLING TO BE 6.1 x 11 x 6.0 x 62.4 = 25,122 LBS UP (OK) 4'A,9 y �? \ I RA/ED, N+`;W FOUNDATION \ \ P"?POSED, AND DWELLING TO 'Qo �O B()()RE-B RE-BUILT WITHIN SAME OF 19�, 97 WILLOW RUN I � \ (CENTERVILLE) BARNSTABLE POND \ EXISTING 20 / BUILDING PREPARED FOR \ (NOT A GREAT POND) uj i JTIL POLE 15 CHERYL C. NOLAN � z ��o O.c� �' o OCTOBER 1 , 2006 �G / 14 w X 10 y REV. 11/17/06 REV. 11/22/06 �JL ¢ REV. 12/12/08 BOH MTG.) o REV. 12/21/06 �R & R.) 5 REV. 12 23/06 (RETWALL) �, REV. 1/10/07 (SETBACKS, LOT COVERAGE, TANK ELEVATION) REV. 1/25/07 (WLL PER CONCOM) 1S 0 25 50 75 100 CAPACITY - GPM Scale: 1"= 20� s� PUMP CURVE FOR MYERS SRM4 4/10 HP PUMP 0 10 20 30 40 50 FEET off 508-362-4541 fax 508-382-9880 ��ZN OF MggS ZN OF DANIELA. DANIEL�ssgc 9°� � down cape en gin e erinlg, inc. ti � o OJALA A OJALA N NCIVIL 2 No.40980� CIVIL ENGINEERS �° �`� SSA° LAND SURVEYORS SjONAL G\� q SURV 939 main st. yarmouthport, ma 02675 DATE DPMIE'L A. OJALA, P.E., P.L.S. 06- 149 06-149_SP.DWG (SBO) z SYSTEM PROFILE NOTES LEGEND SYSTEM DESIGN: TOP FNDN. PROP. AT EL. 38.67' PROVIDE OBS. PORT WITHIN 3" OF FINISH GRADE ACCESS COVER TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE) 1. DATUM IS WEQUAQUET LAKE DATUM SYSTEM °pl j�e 1�8t GARBAGE DISPOSER IS NOT ALLOWED MINIMUM .75 OF COVER OVER PRECAST ACCESS COVER (WATERTIGHT) TO 100.0 PROPOSED SPOT ELEVATION - 38.0' WITHIN 6" OF FIN. GRADE 2. MUNICIPAL WATER IS AVAILABLE TO BE INSTALLED) S Lake _ = PD �" � 2% SLOPE REQUIRED OVER SYSTEM 41.6 ( Al �, �' 100x0 EXISTING SPOT ELEVATION DESIGN FLOW: 3 BEDROOMS ® 110 GPD 330 G USE A 330 GPD DESIGN FLOW _ 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. RUN PIPE LEVEL 2" DOUBLE WASHED PEASTONE 36.25' �- FOR FIRST 2' 100 PROPOSED CONTOUR _ (PROP•) PROPOSED NDSEPTIC 40.8' 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H-20 ��a`°� SEPTIC TANK: 330 GPD (2) - 660 �� - - 100 - - EXISTING CONTOUR SEPTIC TANK PUMP CHAMBER COMBINATION 36.05' COMBINATION DETAIL $ ITEE a Locus USE A 2500 GAL. SE / H-20 40.50' 40.33' 0 40.3 0 5. PIPE JOINTS TO BE MADE WATERTIGHT. +34.36 EXISTING SPOT GRADE LEACHING: o 0.50' 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. N/A (1_x SLOPE) SEE DETAIL 6" CRUSHED STONE OR MECHANICAL ,g o 39,$' ENVIRONMENTAL CODE TITLE V. Greot Marsh SIDES: / COMPACTION. (15.221 [23) - 30 x 15 (.74) _ _ DEPTH OF FLOW = 4' ( 1 % SLOPE) NOTE: 6" INVERT PROPOSED 7. THIS PLAN IS-FOR PROPOSED WORK ONLY AND NOT TO BE BOTTOM: USED FOR LOT LINE STAKING. Route 28 TEE SIZES: TOTAL: 450 S.F. 333 PD INLET DEPTH = 10„ 3/4" TO 1 1/2" DOUBLE WASHED STONE USE 30'x 15' LEACH FIELD OF 2 ROWS OF 7 OUTLET DEPTH = 26" 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. 5' 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT STANDARD QUICK 4 INFILTRATORS EACH, WITH 3' � LEACHING STONE AT SIDES, 3.3' BETWEEN ROWS AND 2.5' AT ENDS FOUNDATION 20 SEPTIC TANK/ 52 D BOX 51 FACILITY INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED LOCUS MAP PUMP CHAMBER FROM BOARD OF HEALTH. NOT TO SCALE - �'� 10. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ASSESSORS MAP 210 PARCEL 60 MA WATER EL. 34.8 LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR': LOCUS IS WITHIN FEMA FLOOD ZONE C APPROVED DATE BOARD OF HEALTH PER B.O.H. TO COMMENCEMENT;OF WORK.- AP DISTRICT 11. WETLAND FLAGGED BY HAMLYN CONSULTING GROSS FLOOR AREA STRUCTURE EXISTING PROPOSED HOUSE 1,732 SF 1,785 SF GARAGE 400 SF 400 SF ��A� EXISTING 4 I TOTAL 2,132 SF 2,185 SF S' DWELLING 35.82 HIGH WATER LAKE ELEV. 34.8' (BARN. NAT. RESOURCES) " 0 MIL POLY VINYL AND N �',o EL, �10 -I MASTIC ON INSIDE OF F.A.R. 5.7% 5.9% RETAINING WALL LOT COVERAGE BY STRUCTURE PROVIDE ROCK VENEER (OR EXISTING PROPOSED 9; BASED UPON PROP. CONC. RET. WALL SURROUNDING 3j \ \ EQUAL) ON EXPOSED WALL 2,073 SF (5.567.) 1,808 SF (4.857.) 37,300t UPLAND LEACHING FACILITY. TOP WALL ELEV. 40.8 o 31, eREA NATURAL \ BENCHMARK ' (6) #3 BARS CONT. FOR TEST HOLE LOGS .,� BEACH NAIL IN 32" MAPLE �'� HORIZONTAL REINFORCEMENT 5' REMOVAL OF UNSUITABLE SOIL ELEV=40.82' REQUIRED AROUND PERIMETER OF L :, ` \\� \ ENGINEER: DAVID FLAHERTY, RS EXISTING LEACHING FACILITY, DOWN TO 3•$� EL.3$.0'+/- GARAGE SUITABLE SOIL LAYER, REPLACE i �'?H1 �A \\\ \ WITH CLEAN MED. SAND. ENGINEER 4.8' ` WITNESS: D. DEMARAIS, RS V. TO INSPECT AND CERTIFY �3g �' B TH2� PROP. ST/PC COMBIN 0 '.t' •`: #3 BARS 12" O.C. FOR VERTICAL 8 21 06 REMOVAL. a 4tl \(RE-ROUTE PLUMBING DATE. / / �3Z ro - •p, c� DECK TO BE REMOVED 3�46 t ♦\ fit\ ':A ° REINFORCEMENT _ < 2 MIN/INCH PROP. VEN / AWN s♦ �o '_^ - PERC. RATE - PROP. SHRUB 5 U / EXIST\ � uNE, ♦ �,n PLANTER/PATIO TIE RETAINING WALL i 1 Z"- F. SCREENING -�-�� DIRT \� ♦ (SEE ARCHITECT'S PLAN FOR DETAIL) CLASS I SOILS P# 11395 `' -38`"" PARKING \ \ ♦ �- \ \ \� 36.0 BASE EL. ELEV. ELEV. RE-SEED W/GRASS \ EXIST. \ \ ;;'_ •.; 2 "a .,' r ' '; Q 38.0' 38.0' 40 :. Q ABANDONED DRIVE. , \ ;�, GRAVEL \ c� LARGE ;. :,., . DRIVE O \ •� •;<. MAPLES L' \ .,. T ;v ,+,,' O \ ` ,, ` \� \..,;;;'; • •::. '�;' a+ V FILL ''` \ �o NATURAL SOIL FILL /• 0 ` �, �, w;•';i'•i.. •ie �,,....vb i.,{'• f.,. •.i i.. `t'•`'.:.•,.•. •ii •� {,• / o� ' ', EACH CONC. RET. WALL (NTS) 17., WINDBLOWN / FT ,`;': :;:.'t.; .,:,.' \ ',..• WINDBLOWN EXISTING 9 A B ` LIMI ) DWELLING •o B SAND 1`1F � G�O�� �\?�� / _ 4j - - _ _ ✓ \Q - �� EXIST. TOP FNDN= 36. 't \ \\ O2� ` LS 26" 5.8 p• \ \ RAISE TO ELEV. 38.67� " "f � NOTE: >eoo GAL RESERVE 24 7.5YR 4/1 36.0' P \ \F �" PROVIDED IN PC \ �� \L _. PROP. RE-L�CATED DRIVEWAY, �\ T )� \ (TO BE PERVIOUS) \ \ \\ - ` - '?spyIt ALARM AND CONTROL PANEL C1 44 C1 w \ \ \ // / S� �� \ ,. " BUILDING. BE INSTALLED INSIDE INV. IN 36.05 » MCS „ BOG IRON , "BORDERING LAND BUILDING. ALARM TO BE ON ' \ \ H \ / � SUBJECT TO FLOODING SEPARATE CIRCUIT FROM PUMP 2 PRESSURE LINE 31 35.4 \ \\ �� \ ; \ •`\ \ (TO ELEV. 35.0') 29 TEE SLOPE TO DRAIN BACK 10YR 4/6 - - - - - - - - - - �^�� �C�i // / \ SETTINGS: 1500 GAL. WEEP HOLE 48 34.0 C2 ` _ ) \ EXIST. CP FLOAT SWITCH ALARM ON ►� ' \ PUMP ON MINIMUM CHECK VALVE / LOT AREA / C2 (PUMP AND REMOVE 4.3" WORKING RANGE 6" O� SSE PERC ) \ 1. MYERS SRM 4 ( / / UPLAND: 37,300t 'SF (0.9 ACRES) \ \ fig' MCP' �/ \ 4 3» m , " BOG IRON 33.8' MCS ` 8 8 SUBMERSIBLE 4 10 HP PUMP 50 E ► POSSi SECOND CESSPOOL (PUMP AND REMOVE) \\ PUMP OFF 12 SYSTEM (OR EQUAL) 33.0' 60" OBS WATER 33.0' WETLAND: 19430f SF (0.4 ACRES) ` \\ \ �� WiR .. \ " 9 / / i #10 TOTAL: 56,730f SF 1.3 ACRES) \� 60 OBS WATER � O AT�R / � � OF ��AND � \ \f �'� \ \ 4 DOSES PER DAY, AT 83 GAL. PER o00000 moo 0000 , Pill EDGE $ \ ' \ s/ \\ \\ DOSE (4" WORKING RANGE) cAs Q" eAFFLE MCS 10YR 4/6 GARAGE �� NATURAL \ BAFFLE 108" 10YR 4/6 29.0' 102" 29.5' 2500 GAL. SEPTIC TANK/PUMP CHAMBER COMBINATION 04 (NOT TO SCALE) VARIANCES REQUESTED: WATERPROOF/WATERTIGHT TOWN of BARNSTABLE SECTION 360-1: REDUCTION IN SETBACK, SAS TO WETLAND (100' TO 74'); ST TO WETLAND (100' TO 52') S BUOYANCY CALCS: WGT. 2500 GAL. H-20 (SHOREY) - 28,000 LBS TITLE 5 SITEPLAN EXISTING RAZED, NEW DWELLING FOUNDATIONTOB 6.1 x 11 x 6.0 x 62.4 = 25,122 LBS UP (OK) BERO BUIL AND T WITHIN SAME TO �,p0 'Ao �� >' \ \\ ( FOOTPRINT. OF 19 97 WILLOW RUN \ (CENTERVILLE) BARNSTABLE \ POND EXISTING 20 (NOT A GREAT POND) /�/ BUILDING PREPARED FOR �oti UTIL POLE 15 CHERYL C. NOLAN OCTOBER 1 , 2006 �Gy /. 4 i 10 REV. 11/17/06 Q REV. 11/22/06 �( REV. 12/12/06 BOH MTG.) o REV. 12/21/06 �R & R.) t , 5 REV. 12 23/06 (RETWALL) , REV. 1/10/07 (SETBACKS, LOT COVERAGE, TANK ELEVATION) REV. 1/25/07 (WILL PER CONCOM) 77) iVT1 0 5 25 50 75 100 CAPACITY - GPM Scals: 1"= 20' s PUMP CURVE FOR MYERS SRM4 4/10 HP PUMP try off 508-362-4541 0 10 20 30 40 50 FEET fax 508-362-9880 oFftyssgy I DANIELA. y�� �° DAANIEL c down cape engineering, inc. OJALA OJALA y No 02 o No.40980� CIVIL ENGINEERS �q° ss o, LAND SURVEYORS G �SURV I z51 S,oNA� 939 main st. yarmouthport, ma 02676 DATE DANIEL A. OJALA, P.E., P.L.S. 06- 149 06-149_SP.DWG (SBO)