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HomeMy WebLinkAbout2951 FALMOUTH ROAD/RTE 28 - Health e � N ° ° Jan JU Ue 03: -i7p R. P. Gremo, Inc. 508-477-1039 p. 1 APPLICATION FOR SITE PLAN REVIEW -`2/ 7 LOCATION Business Name-_ ___ Subdivision Plan#_ N/A Assessor's Map#___l.,l ._ Parcel ` o o 9 ANR Plan N/A Property Address: 29c_7 Falmouth Road / RTE 28 Site Plan N/A T, OWNStt OF PROPERTY AF'''t LICAhT! Name: Mr. P.aul .Gargano Name: Commercial Reality Advisors Address: 251 (.i-een Dunes Address: 160.0 Falmouth Road, Suite 30 W. Hy,_Annisport, Ma. 02672 Centerville, Ma. 02632 Telephone: (617)_. 6 21-110 0 Telephone (5 0 8) 8 6 2-9 0 0 0 Fax Fax ARc=cT/DE YELOPEF;!I;;ONTRACTOR/ENQZMER AGENTIATTORNEY Name: Mr. Ej;)bert Drake Name: N/A Address: 66 Gr.•;:a_enville Drive Address: Fore:jtdale, Ma.. 02644 t Telephone: (5 0 S) 4 7 7-s o 4 8 Telephone. Fax 6171_. 989-7732 . Fax 81.ORAGE T VZKS(J M.L�1_ATIELM OR WASTE OI) ZoNING DISTRICT GTASSIFICA:�ON Existing N/A__.___ Proposed NjjL District RF Overlay Op Number . N/A __ Number N/A Lot Area 46 , 173 Sq.Ft. 1 .06 Ac. Size N/A _ Size N/A Fire District O s to ry i l l e Above Crround N A Above Ground N A Setbacks Underground, N/A _ Underground. N/A Front 4 9' Side 6 6 .2 ' Rear .6() Conteilts _ Contents Number of Buildings Existing 2 Proposed 1 ^ Demolition 1 TILMES TOTAL FLOOR AREA BY USE Sewer- E?ublic IT fivate Size 1500 dal Residential _ Water- [ Public ❑111-6vate Restaurant Electrical- Aerial 0 1.1-nderground Retail Gas -fl Natural [—�P:ropane Office 6 ,66n G f Grease Trap - ❑ Size... gal Medical Office, Sewage Daily FIow * _ 327. 7 gal Cornnnercial(specify) VV'holesale.(specify) PARKATG SPACES CURB CUTS Institutional(specify) Required _26 Existing 2 Industrial(specify) Provided 26 _._ Proposed 2 On-Site 26 To Close Gross Floor Area 6,600 s f Off-Site N/A Totals 4 Handicapped _ All Other Uses On Site *GP or WP areas.restrict wastewater discharge to 330 gallons per acre per day into on-site system. ►A1 R 1 . F I V E ® ,..::, v. ti�:a, 3 JAN 31 09 022002 2002 TOWN OF BARNSTABLE BUILDING DIV. VL/V1/UL 14:1V kAA 011V5U/-/3L EINU LAJUU3 Jan'V0 02 03: 48p R. P. Gremo, Inc. 508-477-1039 p. 2 Old King's High gray Regional Historic District File# _Approved? ❑ Yes Q No Hyannis`IvWn St;-;,et Waterfront Historic District File# Approved? ❑Yes. x❑No Listed in National and/or State Register of I-Estoric Places? ❑ Yes ® No Previous Site Plan.Review File# roved?App ❑Yes 0 No Previous Zoning-Board of Appeals File# Approved?. ❑ Yes 0 No Is the site located in a Flood Area(Section 3-5.1) ❑ Yes ❑x No In Area of CritiQL1 Environmental Concern? ❑ Yes ❑X No Is the Project wiilUn 100' of Wetland Resource Area? ❑ Yes X❑No Parking and Traf Eie Circulation Plan ®Yes ❑No Landscape Plan ® Yes Lighting Plan ❑. No Drainage Plan ® es ❑No Yes Utilities Plan ❑ ❑No `� Yes ❑No Note that all si�3,r�Age must be discussed with Ms Urenas at t1i Building Department Lot area in feet 4 55 -17 3 feet Building Height in.feet 19 _feet Maximurn-Lot Giverage As% of Lot 50 GROUND WAM' PROTECTION OVE LAY DISTRICT REQUIREMENTS: Lot Coverage (/i) Required 50 Proposed 45 _ Site Clearing Required Proposed N/A (redevelopment) PRINCIPAL BUILCI::NG ACCESSORY BuILDING(S) [}Yes @ No Number of floor, 2 Number of floors FLOOR AREA: FLOOR AREA: r `Mft�Apl*asement 3 ,3?!lq. ft. Second 3,3 3 0 sq. ft. Basement— sq. ft. Second sq. ft, First 3,3.3 C j,q. ft. Attic 3,330 sq. ft. First sq. ft. Attic sq, ft Other(Specify) sq. ft. KodeKode,4 ei f Kt A- Please provide a. ,:rief narrative description of your proposed project: Reu;xdelina of the principal buildings and demolition of _ they existing garage building. I assert that I hav c completed(or caused to be completed)this page.and the Site flan Review Application and that,/to,the 1):at of my knowledge, the information submitted here is true. Signature Date + 02Z21Z2ee2 le 2e 6176211177 G R A D & ASSOCIATES PAGE e2 .; : � . February 2\200 � . » . Kevin This restriction to the deed k without objection Along as the local ordinances and regulations and the state statutes are 2m6ae io the presentday dictates ' < Th Jkt4 � . ; . I .� . . - � - � / ƒ : . . t oFIHE rqy, "° Town of Barnstable swxrrSWTABM 9� 6 9. .m� Board of Health 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Susan G.Rask,RS. FAX: 508-790-6304 Sumner Kaufman,MSPH Wayne Miller,M.D. M Mr. Kevin Pepe arch 22, 2002 Managing Director Commercial Realty Advisors FAX 508 8 -62 9200 Dear Mr. Pepe, During the public meeting of the Board of Health on March 19, 2002, the Board disapproved the submitted plans regarding the new office building proposed at 2957 Falmouth Road, Osterville. The septic system plans shall be re-designed to include the proposed first floor and second floor isolated "storage" rooms as part of the Title V estimated sewage flow rate for office space, at 75 gallons per 1 ,000 square feet. Sin ly Yours, umner.Kaufman, M.S.P.H. Acting Chairman BOARD OF HEALTH TOWN OF BARNSTABLE Q:Pepe.dx LOCATION ;ot9Sy /` -"� SEWAGE PERMIT NO. Loh �, �{2 ' p oar VILLAGE INSTA L.Lt-A'S N AIM E & ADDRESS _'-ivj7DN5 bon LS B Ull. DE".R OR OWNER DATE P:lRMIT ISSUED DAT E C0-W,,RLIANCE _ I-S'SUED �6 a r ,�. Il'` �,�*' ' ti t �� � i [ ' ---- ROU T E STA TE HIGHWA Y .o COUNTY YOUT f 80 FEET WIDE W MALT bE 7,16 0 5&98 •95 TlE CURB 57.24 , .04 57,3 01 _ CB DH ' 56 56.41 "S g J gow5 KEQS xFND 56.7 5. 3o03 �� N B FN nwa 233..2 040 Am 21 'S6Zy'"-"" ' 55,9 � 57, 0,00 0 55.90 00 0 opX > .00 00 0. 538 1 0-57. 3 O 7.3 s . p. b 55.88 V1 6'WHEEL STOP(1YP) 0.00 55,90056.09 _ 5 55. 0:00 M * , 6.2 4 S6•S 56,6 O 56:36 : 0. 0 056.33 _ 00 5.73 0:0 Box i Q • 0 .00 _. 5616 .00 0 9 .00 . 5,91 O 056 Q� � 0.00 55,77 056.08 O WET 56,13 0 O 56.18 a'3Y$3' , t 1 PARCEL NO. g p 56.21 0 56.36 ASPHALT DRIVE WAY AND PARKING LOTS 1 8f Z .� 0 56.06 ' . p AREA SS6611oo PL,4N BK 257 AG 67 58 • 56.52 5.77 LOT AREA: pp 41,046 f S.F. S , 0 0.94f ACRE ss S ' do a 0.00 ~ 5.64 O 55.71 OG�27 V1• 0 55.75 O 56.04 . 0.00- 56,40C 0 O/ 56.19 0.00 -00 . 2 55,9 56.43 5!5, 0 5649 O 56.14 TING EXIS _s.9i ••. I o.00 • Q � 2 0 00 0.00 _ STORY WOOD BLD . . � . � � � � s 97 � 56.14 56.2 5 9S , •� �tT O 56.31 0.00 - ,09 0 G� 0 56. fo , O5560 5 33 ' ' 562 5621 a.00 • .' : O 56. 56, r% 56.25 p 55.74 K.v 3 S 56.76 S � .86. 0.00 56.8 EDGE OF PAVEMENT ' 055.75 . o.op rn 0 0 55.81 \ O 56,41 O SS.91 . , O 1 . 9 � 56.22 O .10 056.29 56.26 0.00 55.7 056.19 4t 55.67 Vi O,�SI O 5 96 O SS.78 O SS.56 O 55, 7 S 55.70 '0 55.1 U 55. • i 0. 3s�e1 S t' 88 .33 0.00 0 •01 55.61 SC 56.18 55,71 56. O 55.67 _ L10 055,77 SS 56. 3UP ser 0.00 • 0* Go 055.64 p 00 EX 55.58 55.11� IS77NG ss , . . •o� 0.00 71 - 055.05 it , cl GARAGE o 55.16 ' i056.1O 55.47 0.55.21 - . 00 O 7 ,0p . 55.99900 55.28 . 55 0 05 5.88 t1� O SS 55.49' \ 55,5 100 55.59 055.39 Z 1 55.48 0 576 5.82 O 55.97 N 55.68 •� O 55.91 SS.BS LEAD PIPE 0 0 W _O 55.99 �, FND ANGLE 1 oo - ^�' v FND ''Q .44 _ VI W 55.95 `. ?�r` 00 ` `4 55.95 056,20 \ ' O 055.64 `� .S �'Q 55 78 R1 0 55.97 'y S30 S� 0.55.64 W ITE S j, 56.01 55,39 55 38 R 05578 055.25 56.14 ._ O 55,02 5 : 5.51 _ O 55.61 SS S'SS OAS O 1 rn : ` S r O 55.QS 5,36C*��N O�WSsgc�V J ` E � JO N 3 0 J 55.30 55.10IS TOWN OF BAF2ie9STA3L s/SAL LAIR BUILDING DIV. DESIGN BY: TOPOGRAPHIC SITE PLAN �;WNB: 8.7.TAYUWJ1GV 0460TO BY: i.A.VOZZEUA 2957 ROUTE: 28 PROI,101m.: PLAN RE NCEs: OSTE RVI LLE, MASS ��ASSESSORS MAP NO. 121 01.-124 BK 257 PG 67 SCALE 1" = 15' MELD BK NO: BK 272 PG 70 osT-cRD(1-s)B/o1 SK 266 PG 9 Scale: 1" = 15' SEPTEMBER 4, 2001 REV/DATE: O copyrgM ID2001 by Vonrrr Delon Gray IncorporoWd VOZZELLA DESIGN GROUP INCORPORATED BOSTON. MASSACHUSETTS 02131 0 15 30 45 v4 3841 WASHINGTON STREET 617-9153-8282 1a_ -� PROVIDE 24" CONCRETE RISERNANHOLE FRAME AND COVER AS REQUIRED LOAM AND SEED AS REQUIRED 12" DIA. ADS N-12 2" LAYER EQUALIZER PIPE 1/8" - 3/89' AT 0.0% SLOP ;..¢;. WASHED STONE 4 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 3/4" - 1-1/2" E " WASHED STONE VEFF. DEPTH ' ❑ ❑ ❑ ❑ ❑ -- W P ❑ ❑ ❑ ❑ ❑ ROUMIN. GRAVEL 3ASE STATE 41 HIGHWA Y '-0" '-0" '-0" ''° .� COUNTY YDUT � 80 FEET TYPICAL PRECAST LEACHING PIT(1,000 GAL.) ET WIDE NOT TO SCALE TOC=57.16' 56.5 GRANITE CURB 56.98 .S CB DH \ `'' S>° FND ,\' ° T C= .57' TOC=56.6 56.5 T KE S �----- -- ---------------------- B C=5 ------ ---- BOC=56 ------ i S 730_0 10- E --- ----- ----------------------- N CB FN `\ k 59.95' o 233.2 `\ 24.00, ICY \•\ \\ 50.00 �.` \\% PROP. a; WASHED STONE 40'k % '\, DIST. o o o s� TOC=56.30' TOC=56.43' BOC=55.97 � f� O o ` ' 55.90' \ \ BOC=56.10' BOX WASHED STONE \\ \ TOC=56.50' PROP. Q N SEPTIC o ` \`\ \,\ 560 T A N K o 2 \ ,TOC=56.20' RQC=55.87' 55 80' PARCEL NO, 9 \, `\ LOTS & 2 \' \ PLANL BK OT 2REA G 67 \ 9 LQ 0 r , \ \, BO 5587' h' PROPOSED STORY BUILDING 41, \�� \ TOC=56.40' J 046 S.F. \ \s ,\ Boc=Ss o2' Q GROSS = 6,6.!�0 SF 0.94f ACRES `\ 0 _ LEASEABLE OFFIC AREA =' 3,630 SF •,9 ,\cA., FIRST FL LEV. = 58.12' 's BOC=55.78' i \, / ✓ 66.22' I Q hh. , TOC=56.23',==- ' \ PIC V2 BOC=55.90',`. slO LEACHIN PIT \, 01\ 6.0 DIA.x6.0 EEP �/ q =.. =�'" s- » ,\ Toc 56.23' iQ 0 56.3 _ �` (STING 1 WATER MAIN I W/4.0 S T N E BO =55.90' �74t' BOGS BOC=55 82 O�CiQ 5 5.0 I 12" INV. 51 . 0' OC=56.83� �1� ' \` "!� �� �'TOC=56.10' CB RIM = 5 .70 \, F "r OC=55.77' �. 6 j I ! Z 6,o 12" INV. 51 70 \`\ C=56 00 Q OF v� ! m ! 5 �h ,\ EXIST h `\ GA GE > 01� 3 I o EXISTING FOUN ATION TO BE RE OVED _ p �00, 8 T 0 r \ a BOC 5600' S p0 @�C`S6I TOC=5 10' BOC=51.77' PROP ED 1 " CAPE COD BERM ,\ BOC 56 05 0 s��p O BOC 55.a5'I UJI `\ Sg _ I �. . `\FND �r �`S LEAD FN PIPE �` Vim. � OC`SS e I I ANGFND � S6 S �•� 19 O O TOC=5 18' 8 O ! N! LQV .� , �OO , BOC= 8 �� �Q S Z ! 55.61 55,5 VN I . GENERAL NOTES: EXISTING GARAGE AND gs40,, 16 s,0 1 M FOUNDATION TO BE REMOVED i ® 9 ® � 1 .) THE 2_STORY OFFICE COMPLEX IS TO BE REMODELED. THE EXISTING �`, 25' X 30' FOUNDATION IS TO REMAIN. THE EXISTING 26' X' 50'FOUNDATION , �, BOC=56.35' _ IS TO BE REMOVED. CB RIM = 55.60 �.,� 'So o I O' TOC=56.38 I "" 12" I NV. 51 .60' R(JFFF�OC=56.05' r3 TOC=56.05' -- I 2.) THE EXISTING GARAGE IS TO BE REMOVED. , ZONF r BOC=072' I 3.) THE EXISTING SEPTIC TANK IS TO BE PUMPED DRY AND ABANDONED. 10 55.51 I C r:'-: I [EXISTING HYDRANT 4.) THE CONTRACTOR SHALL INSTALL 3" BITUMINOUS CONCRETE PAVEMENT SSS ``��-�,, ! BE RELOCATED JAN 3 12002 LEACHING PIT T_O_C= 1vITO � _ BOC=55.77' .��`. I f6YW�I OF E3r\F�N T� � PARKING REQUIREMENTS: 6.0'DIA x6 O'DEEP . ��, �, � E3UILDifVU DIV. OFFICE/ PROFESSIONAL = 1 SPACE/300 S.F. GROSS FLOOR AREA W/4.0' STONE CB RIM = 55.70' �' .SS3o ���, ! - = SPACE/ SEPARATE SUITE " " ' g I NV. 51 .40' 12 I NV. 51 .70 12 -Z.40�� '� DESIGN BY: TREE REQUIREMENTS WITHIN PARKING LOT = 1 TREE PER 8 PARKING SPACES �'60'-,' ! PROPOSED BUILDING R. DRAKE PROPOSED 12" CAPE COD BERM �,�, I DRAWN BY: PROPOSED PROJECT DATA: LEACHING PIT ���- E. L. BULLOCK AND PARKING CHECKED BY: MINIMUM PARKING REQUIRED: 26 SPACES (6,660 SF/ 300 SF/SPACE + 1 PER BUSINESS (4 ASSUMED) 6.09DIA.x6.0'DEEP �'�.�j R. DRAKE ACTUAL PARKING 26 SPACES ����t� OF M�ssq W/4.U' STONE I 2957 ROUTE 28 R. DRAKE TREES PROVIDED 8 �� °y REVISIONS PLAN REFENCES: 12" INV. 51 .0 5' ! O S T E RV I L L S, MASS JOB NO: ASSESSORS MAP NO. 121 OW 642 I 1/30/021 REVISED PARKING LOT o1-1sa BK 257 PG 67 FIELD BK NO: BK 272 PG 70 9�0 s � SCALE 1" = 15' ( OST-CRD(1-5)8/01 BK 266 PG 9 NAi I Scale: 1 = 15 SEPTEMBER 4, 2001 REV/DATE: ! K C J ENGINEERING SHEET NO. Copyright 02001 by Voaella Design Group Incorporated 0 15 30 45 FORESTDALE, MA. 021644 S P- 2 508-477-5248 E W OWNER MR. PAUL GARGANO ROUI E LOCATION : 2957 FALMO TH U ROAD OSTERVILLE sj STA TE HIGHWAY MAP NO. 121 PARCEL NO. 009 proposed •0 1 COUNTY YOUT ^� 80 FEET WIDE ZONING DISTRICT: RF traffic flout -- MINIMUM LOT AREA REQUIRED: ' 43,560 S.F. 56.5 ACTUAL LOT SIZE: 41,046 S.F. (0.94 ACRE) GRANITE CURB EXISTING BUILDING USE: OFFICE RENTAL •S GROUNDWATER PROTECTION OVERLAY DISTRICT: GP s�0 57.0 MAXIMUM IMPERVIOUS COVERAGE (STRUCTURE + PAVING) CB DH �\ `''O =`- E T KE•S W/ON- SITE DISPOSAL OF RUNOFF = 50% FND 56'� NCB FN MAXIMUM ALLOWABLE IMPERVIOUS COVERAGE = 20,523 S.F. ----------�}---- —M ----------------------- - -------- ----------- ` ' S 73°0 '10' E --------- --------- ---------------- — _ .> 233.2 _ REQUIRED SETBACKS: FRONT= 100' (ALONG ROUTE 28), 30' OTHER LOCATIONS 24.00 MO SIDES= 15' EX/STING TREES \%\, \ ® ,`' 2 S AND VEGETATION �` BUILDING HEIGHT= 30' 1 2\ s� �, Q MAXIMUM (2 / STORIES) \ 0 PROPOSED ! s o �����s`� � PARKING REQUIREMENTS: \\ , © ONE-WAYS N 0 0 OFFICE/ PROFFESSIONAL: 1 SPACE/300 S.F. GROSS SQUARE FLOOR AREA \ a FA-1 ® O 3 + 1 SPACE PER SEPERATE OFFICE TREES REQUIRED WITHIN PARKING LOT = 1 TREE PER 8 PARKING SPACES 3❑ ® AREA OF EXISTING BUILDING: \ \\, ® F 0 �� \, FIRST FLOOR _ 2,070 S.F. Ik SECOND FLOOR = 2,070 S.F. 0 0 k GARAGE = 939 S.F. TOTAL = 5,079 S.F. 1 56.5 AREA OF EXISTING IMPERVIOUS PARKING: 16,224 S.F. m TOTAL EXISTING IMPERVIOUS LOT COVERAGE: 19,233 S.F. (47%) \ 19.00' `, PARCEL NO. 9 \ LOTS 1 & 2 F2_1 PROPOSED PROJECT DATA PROPOSED 2 STORY BUILDING PLAN BK2S7 PG 67 ` J PROPOSED BUILDING USE: OFFICE/ PROFESSIONAL �O\ \,\ n GROSS AREA 61660 S.F. 0 41,046fLOTARES•F, \ m PROPOSED BUILDING AREA: 3,330 S.F. ,t` O LEASEABLE OFFICE A o 1 �I - � \ AREA 3,630 S.F. \ 0.94f ACRES SECOND FLOOR = 3.330 S.F. FIRST FLOOR ELEV. 58.12' `rr I, TOTAL GROSS AREA = 6,660 S.F. \ ` MIN. PARKING REQUIRED: 6,660 SF/(300 SF/SPACE) + 1 SPACE/OFFICE h \ s U = 22 SPACES + 4 SPACES .\ 3 = 26 SPACES REQUIRED 0 F 0 � PARKING PROVIDED = 26 SPACES '\ un ��- > 3 \ �\ 76.00, S. F j TREES PROVIDED: = 8 C` EXIST pNC lNG 1 WATER MAIN > 50% MAXIMUM IMPERVIOUS LOT COVERAGE = 20,523 S.F. 9 ACTUAL BUILDING COVERAGE = 3,330 S.F. W o ACTUAL PAVING COVERAGE = 15,077 S.F. \ F 7 5 N I 0 TOTAL NEW IMPERVIOUS LOT COVERAGE = 18,407 S.F. (45%) Cr u Jam-' 7 SjoF j m� j 56,o \ O O P .� Q � ����. ROPOSED , ONE WAY SIGN 1600, 01� ,3 \, 800, j O 800, .r 2 S s.0 r j � � EXISTING HYDRANT 3 o j NEW RELOCATION Lu � ENO A oj � Z S \. �r I c� cn LEAD PIPE8 proposed \\ �0 traffic flow oo c AN Li .�,` �9 I ° ( O •�.�, r7 I I 55.15 U4 16 S6.0 o l c� •� ` o �54 o v o96. 1E PLAN o I 9 r 55.12' LANDSCAPE LEGEND 9 j F s j EXISTING HYDRANT S �-,.. � 10 KOUSA DOGWOOD 11 BLUE RUG JUNIPER I TO BE RELOCATED 2❑ KWANZAN CHERRY 12 WHITE CHINOIDES RHODODENDRON SS3o.��` 'S 00 e� .�,j O V E D 3❑ FLOWERING PEAR 13 STEEDS JAP HOLLY �S4p' �FeR �o q. PIN OAK PINK TRADITION AZALEAS 92,00, JAN 3 12002 5❑ FLOWERING PLUM 05 ROSEWM RHODODENDRON PROPOSED 6' HIGH j TOWN OF BAR N3TA�j SOLID FENCE 11__ UiLQ9 PlJJG DIV © WHITE CARPET ROSES © GUMPO AZALEA �'� 7❑ PJM RHODODENDRON F7 HELLERI JAP NOLLY z DESIGN BY: OF M � ® NIKKO BLUE HYDRANGEA ® WESTERN RED CEDAR uP`I q I W R. DRAKE �� 9� I PROPOSED SITE PLAN E..LL. BULLOCK o? ROBE!??U. 9❑ FAIRY ROSES ©9 DARK AMERICAN ABORVITAE o C�K� l P CHECKED BY: ca No.41G4't REVISIONS R. DRAKE ® PACKY SANDRA A -/STEP��Q 2957 ROUTE 28 PRO].MAN.: �OAEN 1/30/02: LANDSCAPING OSTERVILLE/ MASS R. DRAKE PLAN REFENCES: 1` JOB NO: ASSESSORS MAP NO. 121 1 "20- 01 01-124 BK 257 PG 67 FIELD BK NO: BK 272 PG 70 SCALE 1 = 15 ST-CRD(1--5)8/01 BK 266 PG 9 1 1 Scale: 1" = 15' SEPTEMBER 4, 2001 REV/DATE: K C J ENGINEERING SHEET NO. ° 0 15 30 45 66 GREENVILLE DRIVE FORESTDALE, MA. 02644 S P— 3 508-477-5248 ———— — — -- — ----- — — -- ----- — --- ----- -------- ------ — — — 1_ — — — -- — I E \N1 ' SEWAGE DISPOSAL SYSTEM DESIGN NOTE: SOILS SUITABILITY TO BE CONFIRMED PIROR TO STARYT OF CONSTRUCTION SEWAGE DISPOSAL SYSTEM IS BASE ON LEASEABLE OFFICE AND STORAGE AREA OFFICE AREA: 3,630 SF X 75 Gpd/1000 SF = 272.25 Gpd STORAGE AREA: 1,108 SF X 50 Gpd/1000 SF = 55.40 God TOTAL SEWAGE FLOW: 327.65 Gpd SEPTIC TANK = 327.65 GALLONS x 200% = 655.30 GALLONS USE 1500 GALLON TANK LEACHING FACILITY = 327.65 Gpd / 0.74 Gpd/SF = 442.8 SF USE PLASTIC LEACHING CHAMBERS — 12' WIDE x 50' LONG x 2'HIGH SIDEWALL (12'+50')x2x(2')=248 SF BOTTOM 12x5O' =600 SF PROVIDED 848 SF F.G. = 56.00' F.G. = 56.00' F.G. 56.00' _ ' n11 n II II I II 11 III II nil tillll Illfllll 1II 11III IL.I...Ii...i..IL.14.I1.i„t1..1,.i1„)il„I„III„i.III„I1„II„III„i,I„1„i„II,t„II,,,11„I„I,I,I,I,I„1„i„li„1,1,,,11 II,,,1 I,1,Ir,l II,I III,Il,�I II,I 11fi41 141 I II +1177I 111 I I II I I II tll I II , l J y4 lJ4 it at 4 J4 dtid 4� � n u Ir III rll II i I 11 11 II Ilf II 41i I II 11 II� 11�II II Ittl 0�1 SLOPE = 2% INV. = 54.1' �r l.,r ;� am/� l fr 2'-0" INV. = 53.9' 4" DIAMETER PIPE SCHEDULE 40 PVC LEACHING CHAMBERS 1500GALLON f' SEPTIC TANK INV = 53.9' INV. = 53.4' . fr DIST. BOX r INV. = 53.2 O O • 0 OT O • F • •INV. = 53.0' 0 0 0 0 0 0 0 0 0 00 0 000a000n r)l N0 BOTTOM ELEV. = 51.0' 6" STONE BASE SEPTIC SYSTEM PROFILE NO SCALE 2'-0• FINISHED GRADE 12" AX MIN I` as 3s Max COMPACTED FILL 2^ . PEASTONE .� ., 3/4" TO 1-1/2" m a, DOUBLE , WASHED STONE �^° w N { 09 00 ki `E D SECTION NO SCALE JA 3 �QO I{ T®b�lN®F BAR'NSTABLE SU!LDING DIV �w DESIGN BY: REVISIONS PROPOSED DISPOSAL DR AWN Y: 12/20/01: REVISED CALCULATIONS SEPTIC DESIGN E. L. BULLOCK N OF A14Ss7 CHECKED BY: o= CyG R. DRAKE 2 MkKECXIL m 2957 ROUTE 29 R. DRAKE ML K&416a OSTERVILLE, MASS 0 JOB NO: 24 FIELD BK NO: OST-CRD(1-5)8/01 Scale: 1" = 15' SEPTEMBER 4, 2001 REV/DATE:of K C J ENGINEERING REV/DATE: 66 GREENVILLE DRIVE FORESTDALE, MA. 02644 S P—4 508-477-5248 I PRELIMINARY NOT FOR CONSTRUCTION 111' 08-17-01 BATH BATH STORAGE O _ Q 0 _ O _. STORAGE STORAGE M UP O OFFICE OFFICE z " ELEVATOR ..OPEN.BELOW OPEN BELOW r W ._ N HALL. � Q V fl V Fri z SECOND FLOOR PLAN - 1/8" = 1'-0" LEASEABLE SQUARE FOOTAGE = 1 ,826 S.F. GROSS SQUARE FOOTAGE = 3,330 S.F. O Q (D ui Q 0 Q p Z Q Q co �— J 1 111' /ui LLLL J O LL `� z LL Lu J W U �. .� t F_ Z OJ N 1= z w w �s - STORAGE BATH � BATH �O O� 0 0 - y aof j OFFICE STORAGE STORAGE OFFICE _ _UP ELEVATOR REVISIONS: OPEN BELOW 10-22-01 11-15-01 01-22-02 ENTRY 1 DRAWN BY: R.P.G. CHECKED BY: f3V E SCALE: p AS NOTED LJAN 3 1 2ooz DATE: 07-23-01 09 92 TOWN OF BARNSTABLE- BUILDINGDIV. -- � - s DWG.NO. FIRST FLOOR PLAN v I EVV 1/8" = 1'-0" LEASEABLE SQUARE FOOTAGE: GROSS SQUARE FOOTAGE: FIRST FLOOR = 1 ,826 S.F. FIRST FLOOR = 3,330 S.F. SECOND FLOOR = 1 ,826 S.F. SECOND FLOOR = 3,330 S.F. A - 01 SUB-TOTAL = 3,652 S.F. _SUB-TOTAL = 6,660 S.F.