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HomeMy WebLinkAbout0029 LILLIAN DRIVE - Health 29 LILLIAN DRIVE, HYANNIS A=248 - 203 1 l I� TOWN OF BARNSTABLE l; ' LOCATION �� Lo «ti 0, i(L 41 F/D SEWAGE # 1, 0 VILLAGE e2M bT- A XLk t h.0 ASSESSOR'S MAP & LOT.' INSTALLER'S NAME&PHONE NO. `e VA V SEPTIC TANK CAPACITY .k t 15-6 LEACHING FACILITY: (type) (size) NO.O EDROOMS 21 UII.DER R OWNS PERMITDATE: 8 c40� 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 Leachigg Facility.(If any wetlands exist within 300 feet of leachin �)l� Feet Furnished by r _Cho FEE Board of Health, &rrn 7LZ-h le- MA. APPLICATION FOR DISPOSAL SYSTEM CONSTRUCTION PERMIT Application for a Permit to Construct(pYRepair( ) Upgrade( ) Abandon( ) - G1<omplete System ❑Individual Components Location Owner's Name / Map/Parcel# � gyp �� a d Address Zp N, � Lot# y0 Telephone# _ 2-2-[�3 Installer's Name _ - Designer's Name Address Address G� 1'S V9 Ramt e /3 O 3fe/ norlwj-G -4 v sd 3 Telephone# Telephone# Type of Building 5.1 n j le F',g A,C- Lot Size // //o S� sq.ft. Dwelling-No.of Bedrooms Garbage grinder ( ) Other-Type of Building No.of persons Showers ( ),Cafeteria ( ) Other Fixtures Design Flow (min.required) 090 gpd Calculated design flow A4L 0 Design flow provided OdL 0 gpd Plan: Date /d,*-/%`/ Number of sheets / Revision Date X1/14 Title 5i ne 5,ems73k. 45 r�-'s ®t'jiorl Lo t"#V, moo/ L,*14a n ®/-. �P !��/o7f,f Description of Soil(s) /h c-c iv gO" t" " P g'g-7--O Soil Evaluator Form No. /1�-Ja8 Z5 Name of Soil Evaluator Cc r I" Date of Evaluation DESCRIPTION OF REPAIRS OR ALTERATIONS DESIGNING ENGINPER h4l JgT cr 1°"'r°"°^" INSTALLATION AND CERTIFY IN WRITLN'G ?ME SYSTEM WAS INSCALLE-13 IN STRIC !ACCORDANCE TO PLAK The unde ed a ees to ins�,,M the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and further agr ce a item in o era'on Itil a Certificate of Compliance has been issued by the Board of Health. Signed Date 29 �-00 TOWN OF BARNSTABLE LOCATION 24 �� t� yT� Vt faI- ya SEWAGE # ZLLr - C VILLAGE oZ7 41I ie-y b r- ASSESSOR'S MAP & LOT. f '-�• INSTALLER'S NAME&PHONE NO. .one�V1 SEPTIC TANK CAPACITY t Q LEACHING FACILI'I'1': (type) `S ' 4r• b� (size) t NO.U EDROO.°�1;_. UII.DER R OWNER(1! PERMITDATE: 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 Leachigg Facility (If any wetlands exist within 300 feet of leachini �li'y) Feet Furnished by i I ZJ l i �y i i FEE y Board of Health, /��rn S 7`y �e MA. ' APPLICATION FOP DISPOSAL SYSTEM.CONSTRUCTION PERMIT 1 Application for a Permit to Construct(yy'RepairO Upgrade( Abandon°O complete System 0 Individual Components Location //� Sri U Owner's Name Map/Parcel# a o'n Address <1 � Lot#` ,r/O It Ir d,--11P11Ak'10.T'l'phone# Installer's Name . r Ji Designer's Name e,ra Address ) Address * t' n�`G�"'� 71i ,S 410Pa 7P /30. rP� 5&-erlw;��. °�4u s6 � Telephone# " Telephone# 6?7,'_ j Type of Building 5/e!� /P Lot Size // /(5� sq.ft. Dwelling-No.of Bedrooms o2 /41 Garbage grinder ( ) Other-Type of Building No.of persons Showers ( ),Cafeteria ( ) " Other Fixtures t' Design Flow(min.required) gpd Calculated design flow �L,9 O Design flow provided 49? O gpd Plan: Date 611?1' Number of sheets / Revision Date e 5i'r P ✓�Icr.� 5 ���sT�-� �S�Gr� Lo't f/'D _Descri 'tlon of Soils /.1i e.cl-;-tzs i ou/'<*L, sd I-V k-,-/'r, I;ci ro v Soil Evaluator Form No. !�-97 7 S Name of Soil Evaluator Ca y�lyn 7,�dY/P Date of Evaluation DESCRIPTION OF REPAIRS OR ALTERATIONS The undersigned a ees to ins. the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and further agrees o ce a system in o era'on u til a Certificate of Compliance has been issued by the Board of Health. Signed ors Date 2'��� (.f, 1 O--00 i Imp c 45 No. FEES COMMONWEALTH Of MASSACHUSETTS Board of Health, CERTIFICATE OF. COMPLIANCE Description of Work: ❑Individual Component(s) ❑Complete System The undned hereby certify that the Sewa e Disposal System; Constructed (Repaired ( ),Upgraded ( ),Abandoned ksigK ( ) by: � _ at '-1 . .* tN has been installed in accordance with the provisions of 310 CMR 15.00 (Title 5) and the approved design plans/as-built plans relating to application No. * dated` .f� �4Approved Design Flow/ (gpd) Installer / �/� c // Designer: Inspector• o J f` te: �f coo The issuance of this permit shall not be construed as a guarantee that the system v function as designed. a No. FEE COMMONWEALTH Of MASSACHUSETTS Board of Health; -4-0 I 7 ;I'MA. DISPOSAL SYSTEM CONSTRUCTION PERMIT Permission is hereby granted to; Construct( Repair( ) Upgrade( ) Abandon( ) an indi-,ridual sewage disposal system at_ s , & as described in the application for ' Disposal System Constructs})n Permit No. dated ' Provided: Construction sh".11 be completed within three years of the date of this normit. All local conditions must be met. Form 1255 Rev.5/96 A.M.Sulkin Co.Boston,MA 11 Date, `'"''i e "`B'oard of Healt , ' _I_.1615ap EulDlM WuflmJar _ ,�_ eaias is,-„�d...�...•...o O �MOLLYJOI C IMW , MUM 3MSN1HY147DMotl.HMOs 13illI.S lUYW HL170N Ot u wwvm :17301d 'M%Ua llIiNOASiAYa »•. .�'...,a..«..w.ro i a 0 . t- t El 0 t +� i ® 1 6 ao r j3o JV _ tl b r i a 6 Y i; t DEED RESTRICTION WHEREAS, Kathleen M. Frucci, of 147 Pleasant Street, South Yarmouth (Bass River), Massachusetts; Joan M. Millane, of Snipsic Lake Road, Ellington, Connecticut, Maureen M. O'Donnell, of 1417 Kando Place, Jacksonville, North Carolina; Barbara M. Doherty, of 36 Mirah Drive, Yarmouthport, Massachusetts; Sharon M. Frisby, of 56 Cobblestone Road, Barnstable, Massachusetts; John G. Doherty, Jr., of 211 Pleasant Street, South Yarmouth (Bass River), Massachusetts; Sheila M. Doherty of 211 Pleasant Street, South Yarmouth (Bass River), Massachusetts; and Mary A. Doherty, of 211 Pleasant Street, South Yarmouth (Bass River), Massachusetts, as Tenants in Common, are the owners of Lot 35 and Lo0 on a plan of land entitled "Craig Port, a residential subdivision in West Hyannis, MA, Property of Rolkin Realty Trust (Frank L. Elkin, Trustee, dated September 1961, Ed Kellog, Engineer, Osterville," which plan is duly recorded in the Barnstable County Registry of Deeds in Plan Book 165, Page 41, which lots were conveyed to us by Deed from Cape Cod Building Supplies, Inc., dated December 29, 1986 and recorded in the Barnstable County Registry of Deeds in Book 5483, Page 226; and WHEREAS, We, as the owners of said Lot 35 and Lot 40 have agreed with the Town of Barnstable Board of Health to a restriction as the number of bedrooms which can be included in any home built on said lot as a pre-condition to obtaining a variance.frorn the 310 CMR 15.214 State Environmental Code, Title V, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage and to obtaining a building permit for each lot; WHEREAS, the Town of Barnstable Board of Health, as a pre-condition to granting the variance from 310 CMR 15.214, 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 each lot 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; NOW, THEREFORE, We do hereby place the following restriction on the above referenced parcel in accordance with the agreement with the Town of Barnstable Board of Health, which restriction shall run with the land and be binding upon all successors in title: 1. We may have constructed upon each lot a house containing no more than two (2) bedrooms. We agree that this shall be permanent deed restriction affecting Lot 35 and Lot 40 on Lillian Drive, West Hyannis, MA, as shown in a plan recorded in Plan Book 165, Page 41. F7 For our title to Lot 35 and Lot 40, see deed recorded in the Barnstable County Registry of Deeds in Book 5483, Page 226. c� Executed as a sealed instrument this day of January, 2000. Kathleen M. Frucci Pan M. Millane ffAA�� rY\ 64- Maureen M. O'Donnell Barbara M. Doherty 4 VA�,"LA Sharon M. Fri by AJo . Dohert Jr. Sheila M. Doherty AAhry o rty COMMONWEALTH OF MASSACHUSETTS Barnstable, ss. f anuar -4, 00 Then personally appeared the above namedAKathleen M. Frucci and acknowledged the foregoing instrument to be her free t an eed, befor me, otary P blic &c -,-7- , It9 My Commissio expires: �( / COMMONWEALTH OF MASSACHUSETTS Barnstable, ss. January 4 , 2000 *John G. Doherty, Jr. , under a Power Then personally appeared the above named *Joan M. Millane and of Attorney for acknowledged the foregoing instrument to be her free and ed, efore e, Not ry Public i5Vael . Princi My Commissio expires: 9/8/04 COMMONWEALTH OF MASSACHUSETTS Barnstable, ss. January 4 , 2000 *John G. Doherty, Jr. , under a Power of Then personally appeared the above named Maureen M. O'Don II and Attorney for acknowledged the foregoing instrument to be her free act and deed7z' of ry Public hael J. Princi My Commission xpires: 9/8/04 COMMONWEALTH OF MASSACHUSETTS Barnstable, ss. January 4 , 2000 *John G. Doherty, Jr. , under a Power of Then personally appeared the above named Barbara M. Doh?Fty and Attorney for acknowledged the foregoing instrument to be her free act a dee 59le e, otary IIC Michael J. Princi My Com i ion expires: 9/8/04 COMMONWEALTH OF MASSACHUSETTS Barnstable, ss. January 4 , 2000 John G. Doherty, Jr. , under a Power of Then personally appeared the above named* Sharon M. Frisby and Attorney for acknowledged the foregoing instrument to be her free act and dee b me, NO a IIC Michael J. Princi My Com s ion expires: 9/8/04 S . COMMONWEALTH OF MASSACHUSETTS Barnstable, ss. January 4, 2000 Then personally appeared the above named John G. Doherty, J and acknowledged the foregoing instrument to be his free act d eed, ore me, Notary ubll Michael J. Princi My Corhm sion expires: 9/8/04 COMMONWEALTH OF MASSACHUSETTS Barnstable, ss. January 4 , 2000 John G. Doherty Jr. under a Power of Then personally appeared the above namedtSheila Doh nd Attorney for acknowledged the foregoing instrument to be her free act d d e o me, N ary P bli Mic ael J. Princi My Commi ion expires: 9/8/04 COMMONWEALTH OF MASSACHUSETTS Barnstable, ss. January 4. , 2000 Then personally appeared the above named IV�ary AG Do�iery yand�r'' under a Power of Attorney for acknowledged the foregoing instrument to be her free ac nd d, b or e, Notary P blic i ael J. Princi My Co mis on expires: 9/8/04 TOWN OF BARNSTABLE �FTHET� OFFICE OF i 333AM9TAM BOARD OF HEALTH y MABa. p °o i639• ��� 367 MAIN STREET c�aY a HYANNIS,MASS.02601 December 29, 1999 David Sauro 20 North Main Street South Yarmouth, MA 02664 RE: Lot 40, #29 Lillian Drive, Hyannis Dear Mr. Sauro: You are granted a variance on behalf of your client Davenport Building Company, from 310 CMR 15.214, restricting sewage flows to one bedroom for every 10,000 square feet of land within Zone II districts. You are granted permission to construct an onsite sewage disposal system at Lot 40 Lillian Drive, Hyannis, with the following conditions: (1) No more than two (2) bedrooms are authorized. Dens, study rooms, finished attics, sleeping lofts and similar-type rooms are considered "bedrooms" according to the Massachusetts Department of Environmental Protection. (2) The applicant shall submit revised house plan to the Board of Health showing the elimination of the proposed dormers, elimination of the proposed windows at the second floor, and showing a typical ranch-style roof. Every room in the proposed dwelling shall be labeled indicating it's proposed use. (3) The applicant shall record a properly-worded deed restriction at the Barnstable County Registry of Deeds limiting the dwelling to two (2) bedrooms. The deed restriction shall be signed by the property owner. A copy of the recorded deed restriction shall be submitted to the Board of Health rior to obtaining a disposal works construction permit. i sauro1 This variance is granted because it is the Board's policy to grant applicants approvals to construct two (2) bedrooms on lots of more than 18,000 square feet in size. Sincerely yours, usan G. Risk, R.S. Chairperson Board of Health Town of Barnstable SGR/bcs saurol h TOWN OF BARNSTABLE �F TH E TO gyp`' wo OFFICE OF m � i.EARXSTWM i BOARD OF HEALTH mop M g `�m 367 MAIN STREET o HpY HYANNIS,MASS.02601 December 29, 1999 David Sauro 20 North Main Street South Yarmouth, MA 02664 RE: Lot#40, 29 Lillian Drive, Hyannis l Dear Mr. Sauro: You are granted a variance on behalf of your client Davenport Building Company, from 310 CMR 15.214, restricting sewage flows to one bedroom for every 10,000 square feet of land within Zone II districts. You are granted permission to construct an onsite sewage disposal system at Lot 40 Lillian Drive, Hyannis, with the following conditions: (1) No more than two (2) bedrooms are authorized. Dens, study rooms, finished attics, sleeping lofts and similar-type rooms are considered "bedrooms" according to the Massachusetts Department of Environmental Protection. (2) The applicant shall submit revised house plans to the Board of Health showing elimination of the proposed dormer, elimination of the second floor windows, and showing a typical ranch style roof. (3) The applicant shall record a properly-worded deed restriction at the Barnstable County Registry of Deeds limiting the dwelling to two (2) bedrooms. The deed restriction shall be signed by the property owner. A copy of the recorded deed restriction shall be submitted to the Board of Health rp for to obtaining a disposal works construction permit. Y I' This variance is granted because it is the Board's policy to grant applicants approvals to construct two (2) bedrooms on lots of less than 18,000 square feet in size. Sincerely yours, Susan G. Rask, R.S. Chairperson Board of Health Town of Barnstable SGR/bcs 1 i DATE. ` o aiyti • FEE MAM " NO\I 3 0 1999 REC. BY Town of Barnstable, SCHED. DATE: Board of Health 367 Main Street, Hyannis MA 02601 Office: 508-790-6265 Susan G.Rask,R.S. FAX: 508-790-6304 Sumner Kaufman,M.S.P.H. Ralph A.Murphy,M.D. VARIANCE REQUEST FORM LOCATION , Property Address: /G T h�C� -;2-9 Z—IL G i Bt,Y► Assessor's Map and Parcel Number: Size of Lot: Wetlands Within 300 Ft. Yes Subdivision Name: No Business Name: APPLI CONTACT PERSON Name: i i Name: zI) O d Z�>Q.u-t-o Address: C;2() oojn� , % _i Jr-) Address: 2d A)o-,,-I-h lrll i i1 ST. Phone: QZ-,3 9Xs'- 9a 9.3 Phone: SV FAX: S-b8 67(" FAX: SDS-r39/ - 5 VARIANCE FROM REGULATION(List Res.) REASON FOR VARIANCE(May attach if more space needed) ,tea a,d n � f/eaHi -1 o Qliow —f-h.e ,�3 r-e!k. a r L S o,F os: 0— --tc.,a e cl rozz�z.-, hom Checklist(to be completed by office staff-person receiving variance request application) Four(4)copies of plan submitted(including septic system plans and/or restaurant floor plans) 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 variances only) Variance request application fee collected(nu fee for lifeguard modification renewals,grease trap variance renewals(same owner/lessee only(,outside dining variance renewals(same owner/lessee 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 NOT APPROVED Sumner Kaufman, M.S.P.H. REASON FOR DISAPPROVAL Ralph A. Murphy, M.D. Q:/WP/VARIREQ Y 2'-0' 14'-0' 4'-3' 7'-6' 14'-3' r — � © ID F —PATH O ao Cho BEDROOM #1 ir 6I KITGHEN/DIN. O —10 3/4 7f-3' � L 8' x 28' SCUTTLE 0 0 3 —8' 4'—O' CO c — — — — — — — — -- L9� z � W o N 4 = V © 0 LIVING RM. 14'-0' —4 BEDROOM #2 BATqr it I 2xG WALL DIMENSIONED THE 2x4 WALL LINE Ol CW/STUD POGICET53 RETAINING eFP]t PPFn NOliVA9TI -9CIIS 1 -4- DROP WALL Q PBLORQt�E� .C. c9 o i9 STANDARD BASEh MT C4' CONCRETE SLM) WINDOW PER BIRDER O CENTERLINE OF C3) 2 x 10 GIRT A80VE TYPICAL 30' x 30' x 10" GONG. COL. PAD i I I I I I I TYPICAL B' CONCRETE WALL I I ON 1G' x 8' CONE. FOOTING O I 40'-0' 8A SEMENT PLAN SCALE' 1/4' - 1'-0* lz 12 GROSS SECTION TYPICAL ROOF CONSTRUCTION, ASPHALT ROOF SHINGLES/15# FELT PAPER. 5/B' CDX PLYWOOD SHEATHING/2 x 10 RAFTERS AT 16' O.C./PROVIDE 'PROPERVEN' • OR EQUAL STYRAFOAM INSULATION TO MAINTAIN VENTING AT EAVES AND SLOPED INSULATED CEILINGS/PROVIDE CONTINUOUS KNEEWALL SOFFIT VENTING 3/4' T+G PLYWOOD GLUE CAVE TRIM - lxB FASCIA W/ lx2. lxB B' 5'-9' VENTED SOFFIT. lxB FRIEZE W/ 1 3/1 AND NAILED TO JOISTS BED MOULDING. ClxB = 7 1/2') 2 x SO's at 16' O.G. °D COURSE BETWEEN FRIEZE + lx4 WIND( HEAD • DH'S CLAP = 1'J ADJUST FRIE FOR PROPER SIDING COURSING CADD 1 N LIVING RM. KITCHEN/DIN. PAD TO CASEMENT HEADER TO ALIGN) 'OL F 1� L G 1/4' FIBERGLASS INSUL. TYP. 3/4' T+G PLYWOOD GLUE M BASEMENT CEILING AND NAILED TO JOISTS u F 2 x 10's at 16' o.c. 2 x 10's at 1G' o.c. 2 x G TREATED SILL. C3) 2 x 10 GIRT 8' CONCRETE WALL 3 1/2' GONG.-FILLED STEEL LALLY COLUMN 4'• GONG. 5LAB--i .__fir• ., n• /`11AIT /"/CAI/` C/1/1TIA1/'. - 0 (P z C rn . r � C oD � OD ❑ i LH 70 ., 70 N D r t_1 r O Z 7 y , to n Z � . 1 ern DATE FEE: `159- REC. BY QED MP't A Town of Barnstable,,- .s- SCHED. DATE: Board of Health 367 Main Street, Hyannis MA 02601 Office: 508-790-6265 Susan G.Rask,'R.S. FAX: 508-790-6304 Sumner Kaufman,M.S.P.H. Ralph A.Murphy,M.D. VARIANCE REQUEST FORM LOCATION , Property Address: f.CG T 5iU �� L/L L,Alon t ye- u 1147"l-15. ,?e2f I - Assessor's Map and Parcel Number: ;?4 6f" Size of Lot: Wetlands Within 300 Ft. Yes Subdivision Name: No Business Name: APPLICANT CONTACT PERSON Name: i 1 i Name: �/>a.t/�d �Ct LL ro Address: an 00r'� .� Address: 2d Yet rvr-1 o cc-f v►'> O�G to f --,p y a-r-o-)c,,LHnr tM ig. 02. 4,44 Phone: ;o$_3 9fs- a.� `�_3 Phone: SZ7 S - 358—.;OL 93 FAX: S-b8 - 671-5 FAX: S-D 8- '76 S VARIANCE FROM REGULATION(test Res.) REASON FOR VARIANCE(May attach if more space needed) a rc� O �E Ne-a l/4h '%y Q it o w reu. a rf S top D Q -f cv a g:z-e d r,,-� ho,"e- Grt� G`t� �S �5 z/ Checklist(to be completed by office staff-person receiving variance request application) Four(4)copies of plan submitted(including septic system plans and/or restaurant floor plans) 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 variances only) Variance request application fee collected(no fee for lifeguard modification renewal,,grease trap variance renewals]same ownedleasee 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 NOT APPROVED Sumner Kaufman, M.S.P.H. REASON FOR DISAPPROVAL Ralph A. Murphy, M.D. Q:/WP/VARIREQ 2'-0' 4'-3' 7'-6' r — � © 'n r - - - -- - -} — 2 PATH Ul a t o Cho BEDROOM #1 i 61 KITCHEN/DIN. bi 0 O_ -10 5 3/4 5' x 2B' SCUTTLE 0 4'-0' Co .tL � W O cV O 4 = cs © 0 LIVING RM. 14'-0' -4 '1 '-5 1/2 1 17'-2' BEDROOM #2 BATir �% 2xG WALL DIMENSIONED 9 THE 2x4 WALL LINE O i o O O CW/STUD POCKETS3 RETAINING QFrni Ia2Fn - i yJ, I I IJ LEFT SIDE ELEVATION 5GALE& 1/4' 1'-O' DROP WALL • FOR BILCO •o- STANDARD BASEMENT C4• CONCRETE SLAB WINDOW PER BUILDER s 7'-0• G'--6• 6.�. 6•�• 6,-0• 7,-0- O BM'O PKT_ - e_ L _ J L J L __.J L - J L _ J - CENTERLME OF C3) 2 x 10 GIRT ABOVE TYPICAL 30' x 30' x 10• GONG.. COL. PAD I I I I I 4 I I TYPICAL 8• CONCRETE WALL l9 I I ON 1G• x 8• GONG. FOOTING O 40'-0' BASEMENT PLAN. SCALEI 1/4• - 1*-0• 1z GROSS SECTION TYPICAL ROOF CONSTRUCTION, ASPHALT ROOF SHINGLES/15# FELT PAPER. 5/8' GDX PLYWOOD SHEATHING/2 x 10 RAFTERS AT IG' O.G./PROVIDE -PROPERVEN' • OR EQUAL STYRAFOAM INSULATION TO MAINTAIN VENTING AT EAVES AND SLOPED INSULATED CEILINGS/PROVIDE CONTINUOUS KNEEWALL SOFFIT VENTING 3/4' T+G PLYWOOD GLUE EAVE TRIM = ix8 FASCIA W/ lx2. IxB 8' AND NAILED TO JOISTS 5-9' VENTED SOFFIT. lx8 FRIEZE W/ 1 3A BED MOULDING. C1x8 = 7 1/2') 2 x 10's at IG' o.c.. �to COUR5E BETWEEN FRIEZE + lx4 WIND( HEAD • DH'S CLAP = 1'3 ADJUST FRIE FOR PROPER SIDING COURSING CADD 1 N LIVING RM. KITCHEN/DIN. PAD TO CASEMENT HEADER TO ALIGN) 1 I� L G 1/4' FBERGLA55 INSUL. TYP. 3/4' T+G PLYWOOD GLUE IN BASEMENT CEILING AND NAILED TO JOISTS 2 x 10's at 16' o.c. 2 x 10's at IG' o.c. 2 x G TREATED SILL. C3) 2 x 10 GIRT 8' CONCRETE WALL 3 1/2' GONG.-FILLED STEEL LALLY COLUMN 4'• GONG. SLAB ._—fir-• .. a• rnw�r /`nAl/` Cn/1TIA1/`. 1 RIGHT SIDE ELEVATION .0-3 = .t,/I 831TOG U 00 . .EdC i 7tl N � C � A �ryy A 1 •' a D -- � ODD O OD ❑ Z y i pF1HE lq� DATEZ-y PIN IF ,MST M ® N 0\/ 3 0 1999 Y 159. REC. BY '0T '�0 TOWN OF BARNSTABLE ` Town of Barnstab ��, HEALTH OUT. �� SCHED. DATE: Board of Health , 367 Main Street, Hyannis MA 02601 Office: 508-790-6265 Susan G.Rask,R.S. FAX: 508-790-6304 Sumner Kaufman,M.S.P:H: Ralph A.Murphy,M.D. VARIANCE REQUEST FORM LOCATION ' I Property Address: /10 T 'YO L/L L 14,0-1 \✓ . t Ve— l4w. �j-'s- i Assessor's Map and Parcel Number: QZ 70/f/ /6f Size of Lot: e— Wetlands Within 300 Ft. Yes Subdivision Name: )114 No Business Name: APPLICANT CONTACT PERSON Name: r1 � Name: Aai/,,'a( %SaL4-r o Address: 00 Address: .y�rmacc�h W)t9- 0;2- 6 -F �o r-�no<< G,�tY1 H• Dzio(�� Phone: ,3 9Ts- 92 9_',- Phone: SV - ;390-.;I�93 FAX: S-b8 - 6765 FAX: S08.,394 - e!216'5 VARIANCE FROM REGULATION(List Res.) REASON FOR VARIANCE(May attach if more space needed) / /tea ed 6 -F /-/tent/`.}-h /o et 11 o W --t'ltie C a ,s-�✓e.e e fi e�-» ,-3-3 ►-re!. arf S OS © =fW a 03.ed ra',r - 'ho,-n e_ Z O Ct»d 6s-. Z14 Checklist(to be completed by office staff-person receiving variance request application) Four(4)copies of plan submitted(including septic system plans and/or restaurant floor plans) 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 variances only) Variance request application fee collected(no fee for lifeguard modification renewal,grease trap variance renewals[same ownertleasee onlyl,outside dining variance renewals[same owner/lessee 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 NOT APPROVED Sumner Kaufman, M.S.P.H. REASON FOR DISAPPROVAL Ralph A. Murphy, M.D. Q:/WP/VARIREQ it 4'-3' 7'-6' 14'-3' --7 r — � © ] ID I PAI Fh Co BEDROOM #1 KI TGHEN/DIN. 03/4 —10 7P Q 4'-11-s 8' x 2B•O L SCUTTLE d Q2 o o =e4 I L 3 -8' 4'-0' CO . - - - - - - - - �+ t9 z � W O N O O � © a LIVING RM. 14'-0' '-4 1 '-5 1/2 a r' BEDROOM #2 BaT o- 2x6 WALL DIMENSIONED THE 2x4 WALL LINE O o Ol CW/STUD POGKETS3 I eFnAINIrn r t DROP WALL • FOR amo ac- ° ewatEAD • STANDARD BASEMENT C4' CONCRETE.5LAB) �s WINDOW PER BLLDER FK7. BM 0 r, o- - L _ _1 L L_--I L _ J L _ J CENTERLINE OF C3) 2 x 10 GIRT ABOVE O TYPICAL 30' x 30' x 10' GONG. COL. PAD i� � I I O I I TYPICAL 8' CONCRETE WALL - • I ON 1G' x 8' GONG. FOOTING O 40•-0' BASEMENT PLAN. SCALES 1/4' - V• 0• 12 12 - GROSS SECTION TYPICAL ROOF CONSTRUCTION, ASPHALT ROOF SHINGLES/15# FELT PAPER, 5/B' GDX PLYWOOD SHEATHING/-2 x 10 _ RAFTERS AT 16' O.G./PROVIDE 'PROPERVEN' • OR EQUAL 5TYRAFOAM INSULATION TO MAINTAIN VENTING AT EAVES AND SLOPED INSULATED CEILINGS/PROVIDE CONTINUOUS KNEEWALL SOFFIT VENTING 3/4' T+G PLYWOOD GLUE SAVE TRIM = 1x8 FASCIA W/ 1x2. ixB B' AND NAILED TO JOISTS 5�-9' VENTED SOFFIT. lxB FRIEZE W/ 1 3/1 BED MOULDING. C1xB = 7 1/2') 2 x 10's at 16' o.c. °D COURSE BETWEEN FRIEZE + 1x4 WIND( HEAD • DH'S CLAP = 1'3 ADJUST FRIE FOR PROPER SIDING COURSING (ADD 1 N LIVING RM. KITCHEN/DIN. PAD TO CASEMENT HEADER TO ALIGN) N co G 1/4' FIBERGLASS INSUL. TYP. 3/4' T+G PLYWOOD GLUE IN BASEMENT CEILING AND NAILED TO JOISTS 2 x 10's at 16' oz. 2 x 10's at 1G' o.c. 2 x G TREATED SILL. C3) 2 x 10 GIRT 8' CONCRETE WALL 3 1/2' GONG.-FILLED STEEL LALLY COLUMN 4'• GONG. SLAB __�r• .. n• rn\IT rnsr ennt�ur 0 z : r ; rn bD L-L I 13 O OO ❑ Z 7 ril N n D Mr . r O 0 z Ikkgl LJ 0 0 I RIGHT SIDE ELEVATION y I• f . i i LEFT SIDE ELEVATION SCALE, 1/4' = V-O' DATE. FEE:MAM w 9 N0\/ 3 0 1999 , ;. ie3 0 REC. BY 7 9 gay 7C"�)Town of Barnstab f iy Vie-, h:°:,.. -.::� SCHED. DATE: Board of Health 367 Main Street, Hyannis MA 02601 Office: 508-790-6265 Susan G.Rask,R.S. FAX: 508-790-6304 Sumner Kaufman,M.S.P.H. Ralph A.Murphy,M.D. VARIANCE REQUEST FORM LOCATION , Property Address: iCG>' A/0 ,2- ' LIL d t�Br t� � V2- to�LLYrYt'1�.. Assess Ccor's Map and Parcel Number: ,?6 6f' Size of Lot: Wetlands Within 300 Ft. Yes Subdivision Name: No Business Name: APPLICANT CONTACT PERSON Name: it i Name: s/�av�'d �iZL�✓o Address: a() 00C-J4-, /r)c i pa Address: zp lY1z„a 51 yCrvnacc�h, vY>F} 1-7aG61 ;o ya.--0-7c.c-AL mtq. 02(4,4 Phone: S`o a-3 99s- as 9.3 Phone: SZ S - t3Q?—eYa 93 FAX: Sb8 - 3q*- 67615 FAX: So 8 -r39/ - e-'76 S VARIANCE FROM REGULATION(List Res.) REASON FOR VARIANCE(May attach if more space needed) /. ,tea vd n -F Nert t*h '/y c{I(l o cn) —t-AX ,3�3 r-ej. ar-f S o o Q -f-cc�o wed roar. �iom z �3i o iQ ts- Z/� Checklist(to be completed by office staff'-person receiving variance request application) Four(4)copies of plan submitted(including septic system plans and/or restaurant floor plans) 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 variances only) Variance request application fee collected(no fee for lifeguard modification renewals,grease trap variance renewals(same owner/lessee onlyl.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 t I VARIANCE APPROVED Susan G. Rask, R.S.,Chairman NOT APPROVED Sumner Kaufman, M.S.P.H. REASON FOR DISAPPROVAL Ralph A. Murphy, M.D. Q:/WP/VARIREQ _ 1 2'-0' - 14'-0' 4'-3' 7'-6' 14'-3' 0 r- - - �- - -} - l7 L - J I lll� i PATH ao j � CEO BEDROOM #1 i 60 KITGHEN/DIN. o O Sy5 3/4 7f-3' 'n B' x 2B' SCUTTLE i L O � O`� 3 -B' 4'-0' CO . - - - - - - - - -+ t9 Z c 01Y-51/2 e LIVING RM. BEDROOM #2 � gAT Q- 2xG WALL DIMENSIONED THE 2x4 WALL LINE O i Ol CW/STUD POCKETS3 RETAINING �,, �zFni ireFn .O-A = .V/T 631dOS NOliVAAT] ACIIG IJAI - t DROP WALL • FOR BLW •G' BULMEAD STANDARD BASEMrKT C4' CONCRETE SLAB) WINDOW PAR BULDER s O L __J CENTERLINE OF C3) 2 x 10 GiRT ABOVE • O TYPIGAL 30' x 30' x 10' GONG. COL. PAD I - I I I - • I I TYMGAL 8' CONCRETE WALL I I ON 16' x 8' GONG. FOOTING O I i ;�9 13A SEMENT PLAN SCALE• 1/4' - 1'-O• 12 12 GROSS SECTION TYPICAL ROOF CONSTRUCTION, ASPHALT ROOF SHINGLES/15# FELT PAPER. 5/5' CDX PLYWOOD SHEATHING/2 x 10 RAFTERS AT 1G' O.G./PROVIDE 'PROPERVEN' • OR EQUAL STYRAFOAM INSULATION TO MAINTAIN VENTING AT EAVES AND SLOPED INSULATED CEILINGS/PROVIDE CONTINUOUS KNEEWALL SOFFIT VENTING 3/4' T+G PLYWOOD GLUE EAVE TRIM - 1x8 FASCIA W/ lx2. ixB 8' AND NAILED TO JOISTS 5-9' VENTED SOFFIT. SxB FRIEZE W/ 1 3/1 BED MOULDING. ClxB = 7 1/2') 2 x 10's at 1G' o.a. co COURSE BETWEEN FRIEZE + Ix4 WIND( HEAD • DH'S CLAP = 1'3 ADJUST FRIE FOR PROPER 51DING COURSING (ADD 1 N LIVING RM. KITCHEN/DIN. PAD TO CASEMENT HEADER TO ALIGN) L G 1/4' FBERGLA55 INSUL. TYP. 3/4- T+G PLYWOOD GLUE IN BASEMENT CEILING AND NAILED TO JOISTS 2 x 10's at SG' o.c. 2 x 10's at 1G' O.C. 2 x G TREATED SILL. C3) 2 x 10 GIRT 8' CONCRETE WALL 3 1/2' GONG.-FILLED STEEL LALLY COLUMN 4'= GONG. SLAB ._—�r• .. n• rnwT rnwir CI'1/�TIAIr. RIGHT SIDE ELEVATION .0-3 = .t,/I 131VOS NOUVA9712 NV-qN Cl Cl 70 � O MIN z � rn � : r � rn � c � n - 1 00 ❑ O oo ❑ z 5' OVERDIG A VARIANCE IS REQUE-J D FOR A TWO BEDROOM ZONE: RB LOCUS: SYSTEM COMPONENTS* ELEVATIONS** DESIGN FLOW (DEED R-STRICTION REQUIRED). SETBACKS: 20' MIN. 3" TOPSOIL FRONT - ROUTE 41 10' ?. TOP FOUNDATION............................................ $7.00 - �� 1 1 _ SIDES - y} �n�xne arr. ORGANIC MATERIAL & REAR - f0' 2. INVERT OF PIPE AT FOUNDATION.................... 81.00 - BOULDERS, IN COMPLIANCE FRONTAGE - 20' WITH 310 CMR 15.255(3)), AREA - 43,560 S.F. J. INVERT OF PIPE AT SEPTIC TANK INLET......... 80_79 ' :: COMPACT TO 909e DRY WITHIN WELLHEAD ZONE DENSITY \ aAW 4. INVERT OF PIPE AT SEP77C TANK OUTLET..... 80.54 2" LAYER OF 1/8-1/2" "'�FEMA FLOOD ZONE C � ""DR. 5. INVERT OF PIPE AT D-BOX INLET.................. 80.50 DOUBLE WASHED STONE � -••.• 7 PANEL #25000 L 0008 D 5• � �, q CARLOTfA AVE. . (AREAS OF MINIMAL FLOODING �� � 6. INVERT OF PIPE AT D-BOX OUTLET.......... 80.33 8 NOTE: PROPOSED EDGE OF 16' (:Fs�'✓EL ROAD �a OUTSIDE 500 YEAR FLOOD ZONE) AND PROPOSED UTILITIES PER PLAN OF LILLIAN CARLA RD. �o 3.5' 5•2� 3.5' DRIVE. CENTEMVtLLE, MA BY CJ ENGINEERING FOR 7. INVERT OF PIPE_ AT GALLEY 80.30 ALL CAPE ENGINEERING, REVISED 6123197 SITE 8. BOTTOM OF GALLEY........................................ 78.30 9. BOTTOM OF AGGREGATE.................................. 78.30 3/4-1 1/2" DOUBLE WASHED STONE GENERAL NOTES, 10. BOTTOM OF OVERDIG...................................... 78.00 9 1. THE SYSTEM COMPONENTS AND CONSTRUCTION *LOCATED ON SECTION & PROFILE _', I- 10 SHALL BE IN ACCORDANCE WITH THE STATE OF MASSACHUSETTS SANITARY CODE TITLE 5. AND LOCAL -BENCHMARK = STAKE SET = 86.45 BOARD OF HEALTH REGULATIONS. SHOULD UNSUITABLE MATERIAL BE ENCOUNTERED SECTION A - A 2. CONTRACTOR SHALL NOTIFY DIG-SAFE PRIOR TO BELOW 80.30 1T SHALL BE REMOVED & REPLACED TYPICAL SECTION CONSTRUCTION AND BE RESPONSIBLE FOR ALL WITH A 5' OVEROIG PER TITLE 5 REGULATIONS NOT TO SCALE PROPOSED WATER & GAS UNDERGROUND UTILITIES. PROPOSED CATCH BASIN, TAP. ESTIMATED HIGH GROUNDWATER CALCULATION 3. ELEVATIONS ARE BASED ON BENCHMARK AS SHOWN. (USGS/CCC METHOD) CB/DH FND 4. PIPING SHALL BE SCHEDULE 40 PVC. INDEX WELL: j AIW-230 ZONE: D _ DATE OF READING: 2 20 97 DEPTH TO GROUNDWATER: 21.92 , \ 4 5. SYSTEM COMPONENTS SHALL MEET H-10 LOADING GROUNDWATER LEVEL ADJUSTMENT: 1.90 ,, ,, y. , »' 214.50 \ UNLESS OTHERWISE SPECIFIED OR H-20 LOADING ACTUAL GROUNDWATER LEVEL ® SITE: EL. 67.00## fND '8/ 52 E �' 1 UNDER DRIVEWAYS. ESTIMATED (MAX) HIGH GROUNDWATER LEVEL: EL. 68.90 92"� 90 �'� -• --Q{ _T i Y 6. CONTRACTOR SHALL WATER TEST D-BOX FOR //PER USGS MAP -- PROPOSED SAS AT EL. 36.00 f ABOVE MEAN SEA LEVEL, LEVELNESS. PER GROUNDWATER CONTOUR MAP 1995 - GROUNDWATER AT EL. 20.00 (MSL) \ \ �' �' �' '/ �'/ RETAINING WALL, 36.00 - 20.00 = 16.00' TO GROUNDWATER DRIVE � MAX. HEIGHT = 3.5' � 7. ANY ALTERATIONS OF THIS DESIGN SHALL BE 83.00 GRADE AT SAS - 1G.00' = 67.00 GROUNDWATER ELEVATION APPROVED IN WRITING BY THE ENGINEER AND BOARD OF ( ) ( ) HEALTH. HOURS N ----- --- -- -- ---- __< - �\ HALL BE NOTIFIED 48 HD S I -_______ ------ ADVANCE FOR FINAL INSPECTION OF SEPTIC �� �-- �--�----------�-------- -------- �- - �t�- _-_ _ - - \ SYSTEM INSTALLATION. PROPOSED EDGE � ----_-r- �-- 1 \ I , ,, g SOIL TEST LOGS , , , I N 87 5' 2 30 E OF GRAVEL ROAD / l I I U.P. I -- P-8876 P-8875 DEPTH 1()G? HORIZON DEPTH HORIZON l / l l / 1 / t r , GRADE = EL. 82.25 GRADE = EL. 83.00 ,1 I / .O DESIGN CRITERIA: � /1 / /24.po I 1 II �� �� PROPOSED LEACHING PROPOSED OVERHEAD PITS AND DRAINAGE / / / I I I / / �s_ RETENTION AREA DESIGN FLOW. ORGANICS & TELEPHONE, ELECTRIC 1 / / / / 1 1 I " N / / /- ' 82 �� LEAVES & CABLE TV I I / 1 I 1 I l / / / \ ' \ 2 BEDROOMS ® 110 GPD = 220 GPD FILL 1 J f I I / / / � - LONSL LLOAMY OAMY 1 AND 0 1 1 1 1 1 I 1 2. � j� � NO GARBAGE DISPOSAL / ( I I I l I I 1 �� w I I / l l 1 / l -10 21" �887k� I / l I / l � // 129 LILL�N ORN'- � \ \ � GARAGE�� � SIZE OF LEACH FIELD REQUIRED: SANDY LOAM q LOAMY SAND qp / / l l / / / / / i „ P-88� Q5cl� DESIGN OF PERC RATE. 2 MIN/INCH SANDY 10YR2/1 / / / % /� // TOP F/DN=87.00, , REQ'D AREA = 220/0.75 = 293.3 S.F. o, 12" 30" I l / i i / _ _ rO y -�\ `� AA = (8.5+8.5+4+4)(5.2+3.5'+3.5) = 305.0 S.F. MED. TO COARSE gW LOAMY SAND BW SAND W/GRAVEL IOYR4/3 I / I / / / / / / i \\ 10YR5/8 SLOPE TO DRAIN AWAY I I l / 1 0 / se/ - O ` EFFECTIVE LENGTH = 25' 36" 60" FROM FOUNDATION I I I / I / to / / ` 1 \ \ \� EFFECTIVE WIDTH = 12.2' 1 MED. TO COARSE Cl MED. TO COARSE Cl I I/� II I �I P-8�'75 SAND W/GRAVEL SAND W/GRAVEL I 1 I 1 1 i I h m l I I 9 \ / (n 10YR6/$ 1C`??4/8 I 1 ID I / \ Q •4 _ \\ �� 70" - 126 MED. TO COARSE ^2 ( FINE TO MED. C2 1 I I 1 1 I I I 1 d r Sy SAND i I SAND 1 I i 1 I 1 1 1 -- --- ------------ .Ii0YR5/E ^" 1OYR5/S 1 1 I t 1 { 1 {� i \ H r ` LEGEND: 1 1 I RESERVE �� II \ S ED 0 BE REMOVED ` 120 .3� I I 1 I I I ► i 1 j i - \ \ \ w WATER LOT OUNDARY I' I s _� �. _ ... T7 GAS -------------- ELECTRIC CABLE TV SOIL TESTS COT,'_ f)OTtD 1 2113197 $� OM �F EaC4VATtpN_FQR-LEACHING 1 I I 1 I { I �-r - } 25 EL C C FY C115-ILYN J. OOYLE, F.C. r In' � (_NAP T�FjQ BY TH�F 1 I I { I I I 1 \ _, \ TELEPHONE i i t,LSS i7 u'i' LAB '.S' ;LE ;SOH t ^✓-lt.� 4, _ �2 HEALTH AS,,LNT AT T1M I 1 1 1 I I 1 \ \ \ 5' OVERO/G - - - - 80- - - - EXISTING CONTOURS AGEIJT .R. DUNNII1v &F- ON�TF'UCTIOP�. 1 1 I 1 I I , L 0 T 4 0 \ \ ,,,' 80 1 1 II I I I I 1 1, 165 S. \ \\ ❑ CB/DH FND 103.0 7 /' PROPOSED CONTOURS Cl} N IN 1 I \ -- LIMITS OF OVERDIG NO GnC;'NDWATER O3StF VtD AT 1�,2" (EL. 72.00) ---tom 4 _K FENCE I \ 1 t3.71 , „ ------------------ LIMITS OF LEACH FIELD (r0 BE REMOVEp) , " TWO 500-GALLON PRE-CAST N 87'52 30 E EXISTING SLOPE TO DRAIN TRAVELED WAY PERC RATE <`2 1JtI�`/INCH 6�T f8" IN P-�r976 N $1 5222 E AND 72" IN P-8875 CONCRETE GALLEYS, 8'6" x 5'2" STAKE SET LA;,, ENCROACHMENT EACH, 4' CR. STONE ON ENDS P-8875lz TEST PIT, LOCATION & NUMBER SOLID 4" PVC, 5= EL. = 86.45 AND 3.5' CR. STONE ON SIDES 0.021 D-BOX TO BE PLACED ON CRUSHED r REVISIONS:STONE BASE, MIN. 6" THICK o TER TO 'r"f Ti t/r": v" vi GRADE, T'Y r. 1 'J SOLID PVC, FIRST 2' TO BE 2" LAYER OF 1/8" - 1/2" DOUBLE 0 20 40 AF I"U 1 SOLID 4' PVC, S=0.021 LEVEL, REST AT S=0.005 WASHED STONE ABOVE GALLEYS 2" 'VI" �S9c TEf�t n�` TITLE: SITE PLAN & SEPTIC SYSTEM DESIGN SCALE: 1"_- 20' DO : anWRF,4N LOT 40, 29 LILLIAN DR., CENTERWLLE, MA 0 o No,34531 � 0.38721 � v ------------- (, OWNER: DAVENPORT BUILDING CO. TRUST Ulf LQJ o a o 0 0 o ST AL 3 A1Ds�' t 20 N0. MAIN ST., S0. YARMOUTH, MA 02664 't I 4 5 6 7 0 0 0 ,r o 0 0 . ..4 � 3o p CJ ENGINEERING NOTES FOR SEPTIC TANKS: C^/` 1/f �99 / l 449 ROUTE 130, SUITE 13 D-BOX DB-5 BY SHOREY I� �I • pcR,l� 1. INLET TEE SHALL EXTENI.i A MIN. OF 10" BELOW THE FLOW LINE. 14 / SANDWICH, MA 02563 CONCRETE PRODUCTS OR SEPTIC I-ANK EQUAL, PROVIDE FLOW 8 2. OUTLET TEE SHALL BE :?ROVIDED PER THE TABLE BELOW. (508) 888-4975 H-10 RATED LEVELLORS ON OUTLET 3.5' CR. STONE LIQUID DEPTH IN S ETS TANK DEPTH OF OUTLET TEE BELOW FLOW L►NE PIPES ON SIDES 4 FEET 14 INCHES MAP: 248 PARCEL: M -�203 PROVIDE GAS BAFFLE 5 FEET 19 INCHES PROPOSED SEPTIC SYSTEM - PROFILE 6 FEET 24 INCHES DATE: 11129199 SCALE: AS SHOWN 7 FEET 29 INCHES NOT TO SCALE 8 FEET 34 INCHES SURVEY BY: TERRY A. WARNER, PLS DWG: CJ HARWICH, MA (508)-432-8309 139/LILLIA29.DWG SHEET 1 OF 1 i i i SYSTEM COMPONENTS ELEVATIONS 5' ovERDtc r,c. * ## A VARIANCE IS REQUESTE�i FOR A TWO BEDROOM ZONE: RB LOCUS, SETBACKS: DESIGN FLOW(DEED RESTRICTION REQUIRED). MIN. 3" TOPSOIL I FRONT - 20' ROTE 28 i. TOP FOUNDATION .......................................... 87.00 SIDES - 10' wane arr ORGANIC MATERIAL & ' r REAR - 10' 2. INVERT OF PIPE AT.FOUNDATION.................... 81.00 BOULDERS, IN COMPLIANCE FRONTAGE 20' g. • WITH 310 CMR 15.255(3)), •.: AREA - 43,560 S.F. 3. INVERT OF PIPE AT SEPTIC TANK INLET......... 80.79 ' COMPACT TO 90%. DRY WITHIN WELLHEAD ZONE DENSITY QAW RM 4. INVERT OF PIPE AT SEPTIC TANK OUTLET..... 80.54 2" LAYER OF 1/8-1/2" FEMA FLOOD ZONE C emu""°R• li DOUBLE WASHED STONE 5. INVERT OF PIPE AT D-BOX INLET.................. 80.50 7 PANEL 11250001 0008 D � q0 CARLOTTA AVE. .. NOT : PROPOSED EDGE OF 16 R G (AREAS OF MINIMAL FLOODING E 6. INVERT OF PIPE AT D-BOX OUTLET............... 80.33 _ 8 AVEL ROAD 3.5' S.2' 3 5' _ ALL CAPE ENGINEERING, REVISED 6TILITIES PER PLAN OF LILLIAN CAW RD. OUTSIDE 500 YEAR FLOOD ZONE) AND PROPOSED U 7. INVERT OF PIPE AT GALLEY 80.30 1 DRIVE, CENTERVILLE, MA BY CJ ENGINEERING FOR do /23/97 SI TE � .• I 8. BOTTOM OF GALLEY........................................ 78.30 3/4-1 1/2" DOUBLE 9. BOTTOM OF AGGREGATE.................................. 78.30 - l WASHED STONE 9 _GENERAL 10. BOTTOM OF OVERDIG.................... 78.00 1. THE SYSTEM COMPONENT S AND CONSTRUCTION 10 - *LOCATED ON SECTION & PROFILE �� SHALL BE 1N ACCORDANCE WITH THE STATE OF I MASSACHUSETTS SANITARY CODE TITLE 5, AND LOCAL **BENCHMARK = STAKE SET = 86.45 BOARD OF HEALTH REGULATIONS SHOULD UNSUITABLE MATERIAL BE ENCOUNTERED SECTION A - A _ _ . 1 2. CONTRACTOR SHALL NOTIFY -- DIG-SAFE PRIOR TO BELOW 80.30 IT SHALL BE REMOVED & REPLACED TYPICAL SECTION i WITH A 5' OVERDIG PER TITLE 5 REGULATIONS NOT TO SCALE ' CONSTRUCTION AND BE RESPONSIBLE FOR ALL UNDERGROUND UTILITIES. PROPOSED WATER & GAS PROPOSED CATCH BASIN, TYP. ESTIMATED HIGH GROUNDWATER CALCULATION , (USGS/CCC.METHOD) 3. ELEVATIONS ARE BASED ON BENCHMARK AS SHOWN. � A INDEX WELL: Alw-230 ZONE: D CB/DH FND `i 4. PIPING SHALL BE SCHEDULE 40 PVC. DATE OF READING. 2120197 DEPTH TO GROUNDWATER: 21,92 - - - - I , ' a 5. SYSTEM COMPONENTS SHALL MEET H-10 LOADING GROUNDWATER LEVEL AD,�ISTMENT: 1,90 ACTUAL GROUNDWATER LEVEL ® SITE: EL. 67.00 �'' �' >' �' At-8775Z30"E �' 2 4.50 \I UNLESS OTHERWISE SPECIFIED OR H-20 LOADING ESTIMATED (MAX) HIGH GROUNDWATER LEVEL: EL. 6 9a. 0 # JP-tND '' UNDER DRIVEWAYS I /_ 6. CONTRACTOR SHALL WATER TEST D-BOX FOR jf/PER USGS MAP - PROPOSED SAS AT EL. 36.00 f ABOVE MEAN SEA LEVEL: �' �- -� , LEVELNESS PER:GROUNDWATER CONTOUR MAP 1995 - GROUNDWATER AT EL. 20.00 (MSL) \ �' ' RETAINING WALL, ' \ ' MAX. HEIGHT = 3.5' a 7. ANY ALTERATIONS OF THIS DESIGN SHALL BE 36.00'- 20.00 = 16.00 TO GROUNDWATER ,\ \ �\ e*)7,�,c ,/�� �� DRIVE{'/E _ APPROVED IN WRITING BY THE ENGINEER AND BOARD OF 83.00 (GRADE AT SAS) - 16.00' = 67.00 (GROUNDWATER ELEVATION) \ \ \\���\�� r� L r iAN , - __ 8. ENGINEER SHALL BE NOTIFIED 48 HOURS IN _ _ I HEALTH. _- ---- -- -- _----- ------ ��= _ \_\�_\ \j- -t-------1---------f _-------------- - 1/_- --------- -- -- - - \\ ADVANSYSTECE E FOR FINAL NSPECTION OF SEPTIC. _ __ t - - - PROPOSED EDGE .- f 1 \ l ! i e M_ _ ea --_ \ SOIL OF GRAVEL ROAD / l 1 U.P. - 1 I N 87;52 30 E P-8876 P-8875 - DESIGN :CRITERIA: - DEPTH HORIZON DEPTH HORIZON / / /._. . l / r p �� \\ 0. GRADE = EL. 82.25 GRADE EL. 83.00 / / / ,► I / Q.�j. / / 2, .¢O ► l / / \ PROPOSED LEACHING 1 PROPOSED OVERHEAD I j / / , 1 i / I / / > PITS AND DRAINAGE DESIGN FLOW: ORGANICS & TELEPHONE, ELECTRIC I / l " 82- � RETENTION AREA LEAVES & CABLE TV I ! / / / I ► - I / / / I _ 2 BEDROOMS ® 110 GPD = 220 GPD 3" P„ ; t �' ,/ ► I I I / n / / SEPTIC TANK 1,500 GALLONS ' 1 / / L t LOAMY SAND 0 1 2• � / � � \ 'I 10_YR7/1 _ I ►' 1 / 1 I I / / / / � � � � NO GARBAGE DISPOSAL -- - - F / l I N'DR 10" 21" 8874 j / /` / l , , 1129 L LO n'E GARAGE - � SIZE OF LEACH FIELD REQUIRED: DESIGN OF PERC RATE: 2 MIN INCH SANDY LOAM LOAMY SAND q / / / / / / / / i� i P 88 MINI INCH 10YR2 1 P l l / / l l / / / 70P F,DN=87.OU, �� �� REQ'D AREA = 22010.75 = 293.3 S.F. 7.5YR3/3 / a / / / / / i / / / � 12" 30 ! l rn , / 1_' - O y� 'N\ �� AA = (8.5+8.5+4+4)(5.2+3.5'+3.5) = 305.0 S.F. MED. TO COARSE Bw LOAMY SAND Bw / / /! / /. _// '`-\ \ j.) p \ �\ SAND W/GRAVEL 10YR4/3 I / / / / / / / / \ u. z p \ - - 1OYR5/8 SLOPE TO DRAIN AWAY t I l` / / 0 l sal i `� \ EFFECTIVE LENGTH = 25' 36" 60" FROM FOUNDATION i i �/ 1 1 f 1 EFFECTIVE WIDTH = 12.2' 1 MED. TO COARSE Cl MED. TO COARSE Cl I I ► /*+ r / P-8875 SD WI GRVLSAND W/GRAVEL 10YR6/8 10YR4/6 70" I JI 1 I II I i1• 1I 1 I1 \ ` \\ - 126" I t I ► I j I �l 1 ��\ Q-�-- I \��\ MED. TO COARSE C2 FINE TO MED. C2 I ► I I I I 1 I 1 �__W__ __ I SyE S,gND SAND ; i i i i I i I ;--I--- -----------% i T \ \ I D _ ` \ LEGEND: IOYR5/6 10YR5/8 I I I 1 I I 11 N; 1 \ 1\ \ LOT 120" 132" I I I j I I ; I RESERVE I �? I \ SHED TO BE REMOVED `� w WATER OUNDARY 1 I I I \ I I 1 I 1 1 I _I / -------�' �i-------- GAS SOIL TESTS CONDUCTED ON 2113197 60TTOM OF EXCAVATION FOR LEACHING I t I 1 I I I T_ ---- \ 2V \ \ Ec ELECTRIC CABLE TV BY Gl.ROLYN J. i !JYLE, P.E. FFAC ITY TO BE INSPECTED BY T I I I I ► I I \ \ - �: - T WITNESSED BY BARNSTABLE BOH ENGINEER- RR HEALTH AGENT AT TIME I _ TELEPHONE AGENT JERRY DUNNING OF CONSTRUCTION. 11 1 t I j LOT 40 \\ \\ \ `�\ 5' OVERDIG - - - - 80- - - - EXISTING CONTOURS 1 1 I I I 1 ^ I 165 S.F.\ \ ❑ CB/DH FND �'3' ] 80 PROPOSED CONTOURS LIMITS OF OVERDIG NO GROUNDWATER OBSERVED AT 132" (EL. 72.00) C INK(FENCE I I I \� 1 8.]1 \ --------'---------- LIMITS OF LEACH FIELD pE (To BE REMOVEp) � i \ '` N 8T52 3O - - EXISTING TRAVELED WAY PERC RATE <2 MIN/INCH AT 48" IN P-8876 N 8/ 5222"E TWO 500-GALLON PRE-CAST SLOPE TO DRAIN CONCRETE GALLEYS, 8'6" x 5'2" AND 72" IN P-8875 j STAKE SET LAWN ENCROACHMENT EACH, 4' CR. STONE ON ENDS P-8875 TEST PIT, LOCATION & NUMBER EL. = 86.45 AND 3.5' CR. STONE ON SIDES SOLID 4" PVC, S=0.021 D-BOX TO BE PLACED ON CRUSHED REVISIONS: STONE BASE, MIN. 6" THICK RISER TO WITHIN 6" OF GRADE. TYP. i SOLID 4" PVC, 5=0.021 SOLID PVC, FIRST 2' TO BE 2" LAYER OF 1/8" - 1/2" DOUBLE 0 20 40 T!A-Fm LEVEL, REST AT S=0.005 WASHED STONE ABOVE GALLEYS �ss9e TERRY ��� TITLE: SITE PLAN & SEPTIC SYSTEM DESIGN LOT 40, 29 LILLIAN DR., CENTERVILLE, MA 1 � r SCALE: 1"= 20' YN ERR Y J. tJVARIvER a: ------------- o o .� No 38721 � 3a531 OWNER: DAVENPORT BUILDING CO. TRUST LQJ NO. 2 ? c � 20 N0. MAIN ST., S0. YARMOUTH, MA 02664 0 0 0 0 0 0 3ER i1 �� a �nr5'�Q 3 6 o 0 0 0 0 0 NOTES FOR SEPTIC TANKS; 4 5 7 4. 4 AL CJ ENGINEERING `I D-BOX DB-5 BY SHOREY � CR.ENDS ON� 1. INLET TEE SHALL EXTEND A MIN. OF 10" BELOW THE FLOW LINE. 449 ROUTE 130, SUITE 13 CONCRETE PRODUCTS OR 8 3p 9�y (/ vO 9 SANDWICH, MA 02563 SEPTIC TANK EQUAL, PROVIDE FLOW 2. OUTLET TEE SHALL BE%PROVIDED PER THE TABLE BELOW. / (508) 888-4975 H-10 RATED LEVELLORS ON OUTLET 3.5' CR. STONE LIQUID DEPTH,(_N SEPTIC TANK DEPTH OF OUTLET TEE BELOW FLOW LINE PIPES ON SIDES 4 FEET 14 INCHES MAP: 248 PARCEL: PROVIDE GAS BAFFLE 5 FEET 19 INCHES �D3 PROPOSED SEPTIC SYSTEM - PROFILE 6 FEET 24 INCHES DATE: 11129199 SCALE: AS SHOWN 7 FEET 29 INCHES NOT TO SCALE 8 FEET 34 INCHES SURVEY B . TERRY A. WARNER, PLS DWG: CJ139/LILLIA29.DWG SHEET 1 OF 1