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0265 COMMUNICATION WAY - HAZMAT
VA Commv()'%r t wr WI-M V � 13LID TOWN OF BARNSTABLE LOCATION�IN C' e r) - e.t1 Ge U Y l Ve SEWAGE # VILLAGE VA'41a1 IS ASSESSOR'S MAP & LOT _ INSTALLER'S NAME & PHONE NO. Amy 7-7r-33r,7 SEPTIC TANK CAPACITY 22000 4 A- 10 Al LEACHING FACILITY:(type) a. 1 QQ0 Alk-1 L-p(size) W. NO. OF BEDROOMS PRIVATE WELL OR PUBLIC WATER P b/i C BUILDER OR OWNER ,O ds c Z,.M)oA N,V' _ DATE PERMIT ISSUED: - DATE COMPLIANCE ISSUED: ��" VARIANCE GRANTED: Yes No____���_ " V �,�.5 Y, a.s� �31 d 5- � �4.5 a 6.5' i�-' /� �6.$' aq.5� ; � �6,5�� TOWN OF BAR NSTAPLE LOCATION ►ui-�l4cci+�t SEWAGE #4iZ�� —I Z II VILLAGE ASSESSOR'S MAP & LOT . INSTALLER'S NAME & PHONE NO. Ae"k `7 1.) -3ss7 SEPTIC TANK CAPACITY_ Z QQO JA ��(7N _ P / LEACHING FACILITY:(type)� WOO V A � L • (size) w° S fo nl c NO. OF BEDROOMS PRIVATE WELL OR PUBLIC WATER R4 b �l C BUILDER OR OWNER S DATE PERMIT ISSUED: DATE COMPLIANCE ISSUED_ VARIANCE GRANTED: Yes No � V 131d9 Qlc{ 9. 65.5� 47.5 0 Ln O 3I � 33.5 TOWN OF BARNSTABLE LOCATION cps �� rwn �iw SEWAGE # I ZZ. VILLAGE t� yl�j qAl i S ASS -SSOR'S MAP & LOT INSTALLER'S NAME & PHONE NO. 1 /-,<i/y �7i'3357 SEPTIC TANK CAPACITY Z000 qA tl0d LEACHING FACILITY:(type) 1 I LDO ' L. P size)w,- 2 sfoN�.' NO. OF BEDROOMS PRIVATE WELL OR PUBLIC .WA'!°ER 10� BUILDER OR OWNER sAl dS CornpnNV DATE PERMIT ISSUED: DATE COMPLIANCE ISSUED_ y _ VARIANCE GRANTED: Yes 4 •5' 50.5' 74.5 aq .5 a5 446.5` aid� . 6 TOWN OF BARNS"TABLE _ I:L� LOCATION_ ,,c� Ca ..�,�.ricSEWAGE W VILLAGE Pgh,1nLIS _ ASSESSOR'S MAP & LOT INSTALLER`S NAME & PHONE NO. 6r1l,1 71j=33s7 . SEPTIC TANK CAPACITY VON/ LEACHING FACILITYAtppe) 1,000 ,QAJ, L. P. (size) W- 3/ 57-0IV 210. OF BEDROOMS PRIVATE WELL OR PUBLIC WATER Pu1Ii.0 BUILDER OR OWNER Shl'eld$ CoM,0) N DATE PERMIT ISSUED: DATE COLIPLIANCE ISSUED: _ VARIANCE GRANTED: Yes No �_ P_ dg6. a.5.5 as �3 5o•5 6 q' Ridg. TOWN pOF BARNSTABLEt-z� LOCATIONSEWAGE # VILLAGE YN ,( ASSESSOR'S MAP & LOT tNSTALLER'S NAME & PHONE NO. 77r-33f7 SEPTIC TANK CAPACITY 1-500,9� LEACHING FACILITY:(type) l000 - L• P. (size)W. 3� S7ONe_ NO. OF BEDROOMS PRIVATE WELL OR PUBLIC WATER R14c BUILDER OR OWNER i ids C QTF-t y DATE PERMIT ISSUED: DATE COMPLIANCE ISSUED: VARIANCE GRANTED: Yes No _ 3 6.5 a)d . 4 ae.s' o y W OF BARNSTABLE TOWN i -- r Z:.¢ LOCATIONF-_ „ n V�/lam°•rc � SEWAGE w VILLAGE J"I9/�N l S ASSESSOR'S MAP & LOT�� INSTALLER'S NAME & PHONE NO. SEPTIC TANK.CAPACITY �5®0 9 4 0AJ — LEACHING FACILITY:(type) ��(��� A,q l' L• P (size)W 3 S ro/V NO.OF BEDROOMS PRIVATE SWELL OR PUBLIC WATER PtAbJ! BUILDER OR OWNER 9A/ild5 ComOtl DATE PERMIT ISSUED: _l a?L . DATE COLIPLIANCE ISSUED_ VARIANCE GRANTED: Yes_ II a�.5 37 �5.5� aid ,5 ���§ a 51 . 5 ' 44.5 No....Sff._J 1�_ Fins....�2::!r........... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ............TOWN.....--"----.-.OF.-.-......BARNSTABLE Appliratinn for Di,ipooal Works Ton,strurtion PrMit Application is hereby made for a Permit to Construct (x) or Repair ( ) an Individual Sewage Disposal System at: Corner of Independence Dr. & Communications Way, Hyannis, Manager's Apartment ................-----•-•------......---•---------.._..---•--._....---...................---..... .-•----------•--•--•----------....._._...---------........--------•-------...------------...------ Locati n-A ess or Lot No. Independence Truss ` e market Place, Route 132, Hyannis, MA 02601 ......................-......-• --•--------•-••------...._._.... ..........--...................................................................................... W Owner Address ....................•------•-•---•--••-----•---------....--••----•-------•-••-----------....----- Installer Address Type of Building Size Lot...... 8 0 -219 ..Sq. feet Dwelling—No. of Bedrooms_______ __________________________________Expansion Attic ( ) Garbage Grinder (No) aa Other—Type of Building � _._.____ No. -of yp g _.�� --- - 6_Sf_'__y��-'g_... Showers ( ) — Cafeteria ( ) Other fixtur W Design Flow____________________ ,gtf......gallons per person per day. Total daily flow........................ '5.a..........gallons. WSeptic TLnk—Liquid ca.pacity10 0.0--gallons Length....8_'$"_ Width.......5_'_.._ Diameter....._......... Depth 6............. x Disposal Trench—No_____________________ Width__. ..__._.__._._.. Total Length.................... Total leaching area______________-_____sq. ft. Seepage Pit No..................... Diameter____10_-...__._. Depth below inlets-_67_..______ Total leaching area____2_57._..__sq. ft. Z Other Distribution box Q( ) Dosing tank ( ) '-' Percolation Test Results Performed by..... Date.September...181-- 1987 a -- Test Pit No. 1_:_<___..2_minutes per inch Depth of Test Pit.......1 ....... Depth to ground. water__N/A fs, Test Pit No.,,3__<___.2minutes per inch Depth of Test Pit.......12....... Depth to ground water___N/A -----------------------------------•----•---------••-------•---•----•-------......------....._------.......................................................... 0 Description of Soil__._..Seg-••Attached --•-_� % p- , �-� 3��-7� x ----------------------------•--....-•----•- U •--•--------------•---------------__--- ` ---------------------- •------- ••-------- •--------- U Nature of Repairs or Alterations—Answer when applicable............................................................................................... --------••-•--------------------••------------•------------------...----------•-----.....----....--•-------••------------------------------•-----------------------------------------------•---•-_•---- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Sanitary Code— The undersigned urther agrees not to place the system in operation until a Certificate of Compliance has be4issuthe , and o ealth. Signed --•-N >.-----•-----------•- ---•----------------------Date Application Approved By-----•--�a . .•... .. .................................... ___-•--•--- . v Date---....------. Application Disapproved for the following reasons___________________________________________________________________----•--------------------- ............................................................................................................................ -----------•----------------------------------------•................... Date PermitNo.......6 s--.....!a-(---------------•----- Issued....................................................... Date No................ a-G� FIn$......7.15............. THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN BARNSTABLE ......... . ..........................OF........................... .................................. Applirtttion for Disposal Works Toustrurtion Vrrntit Application is hereby made for a Permit to Construct (X ) or Repair ( ) an Individual Sewage Disposal stem at: C��'rnFr of Independence Dr-, & Communications Way, Hyannis, Nanag'x's., Apartment ................-_...._...........-•----••---...... •-= a ...... - .....__. Independence Tff4s;E Add nnarket Place, RoLite 132, Hyanr�q� MA 02601 ......................-.......................................................................... ..........--...........................................................................:_......... Owner Address W Installer Address 580, 219 UType of Building 2 Size Lot............................Sq.� e feet Dwelling—No. of Bedrooms.............................................Expansion Attic ( ) Garbage Grinder PO) aOther—Type of Building ................�:.__._._. No. of pe�sgus_Sf_ __=X__7�_.. Showers ( ) — Cafeteria ( ) Othe xt r - - ---------•--.``_` u .. ... ....................... Q; PJ. 1 •�dPa j. W Design Flow___________________T_ { " ")...gallons per person er8 y. Total da 1X flow---------------•--z ✓ :_._.gallons. WSeptic Tank—Liquid'capaclty............gallons Length................ Width........ _....... Diameter---------------- D-epth.................. x Disposal Trench—�:'�T0. .................... Widjltt;---------------- Total Length.-5.;.a7..t..... Total leaching area=--__.2r_7._-....sq. ft. Seepage Pit No_____________ Diameter..................... Depth below inlet.................... Total leaching area.................sq. ft. Other Distribution box ) »Dosing rllc z ep71e Haas a Date 18,. 1987 a Percolation Test Results 2 Performed by..............................................12_........._._........_ ..N f T3..._4___.. Test Pit No. ��....... minutes per inch Depth of Test Pit-------12 Depth to ground water...i f fs, Test Pit No. ........minutes per inch Depth of Test Pit.................... Depth to ground water.....:.................. 0 Seer---Attached................�,-----------.-...--------.....--.--------------- --•------•----•-•-•--•---------------------------..._. Descriptionof Soil-•----•-•••-....•................................................. "p. ........�_n.3--- T`p-- s r5 .................................. . V .........................•---••------------•---•---......-----••.....--••••-•...._. .------............. `.1 .....f7 _.' ? - W -----••••-•----------•........................•-•-•----•-•-----•-••-------•----•--•••--•---••-•-•--•-••-•--•--•------•... ���.4..7" =�1=•----•---••--•••----•---••-----•------•• - U Nature of Repairs or Alterations—Answer when applicable.______......................................................................................... -- .............................................................. Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of T I T 1-2 5 of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has beegNissu d'by the board4oe.alth..,Signed.----(f -u1 Y ... ...................... .......................... Date Application Approved By.........••---------•-•. .................... ` .....) ........................................` ..� � � Date Application Disapproved for the following reasons-------------••-•-•--•------••------------------•----•-•-•----••••-••••---•••----•-----------------......._...... Date PermitNo......................................................... Issued-....................................................... Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN BARNSTABLE ..........................................OF..................................................................................... �rrtifirtt#r .uf (�.unt�littttr�e THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ) or Repaired ( ) by-.-----•-----------------------------------------------•------------------------------••------------------------•-•-----•-•------------------------------------------------------•------------------ ' - Installer at...................................................................................................................................................................................................... has been installed in accordance with the provisions of TI T IE 5 of The State Sanitary Code as described in the application for Disposal Works Construction Permit No----------------------------------------- dated-............................................... THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION ,SATISFACTORY. DATE.................... ................ Inspector..... ........................................................ THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN BARNSTABLE ....OF.....--••........................ ................................ _ FEE....._....�••••-.. Disposal Works T11ntrnrti.ttn Virrutit Permissionis hereby granted........................................................................................................................................ to Construp& ( ) or Repai ( an Individu Sewage Disposal ystem$ � '. at No.__..._ � ��r �� .cY-�C�2 Street e L as shown on the ap lica 'on for Disposal Works Constructio P mit No...66: ted.................. DATE _._... ....•--•• .1.... .._... ...._ ... oar- of Health FORM 1255 HOBBS & WARREN, INC.. PUBLISHERS I 'r SOIL TEST PIT DATA Test Pit #1 Date : September 18 , 1987 Test By: Stephen Haas iWitnessed By: Jerry Dunning i 0 - 3 . 5' - Top and Subsoil 3 . 5' - 6' - Sand 6' - 12 ' - Med-Coarse Sand , Some Gravel No Water Perc . Rate : Perc @ 3 . 5' < 2 min./inch i Test Pit #2 I i Date : September 18 , 1987 Test By: Stephen Haas I Witnessed By: Jerry Dunning 0 - - 2 ' - Top and Subsoil 2 ' - 5' - Fine-Med . Sand , Some Gravel 5' - 13 ' - Med-Coarse Sand , Some Gravel ' No Water Test Pit 0 Date : September 18 , 1987 Test By: Stephen Haas Witnessed By: Jerry- Dunning 0 - 2' - Top and Subsoil 2 ' - 12 ' - Fine-Med . Sand , Some Gravel No Water Perc . Rate : Perc @ 2 ' < 2 min ./inch Test Pit #4 ate : September 18 , 1987 Test By: Stephen Haas Witnessed By : Jerry Dunning ' 0 - 3' - Top and Subsoil 3 ' - 12 ' - Med-Coarse Sand and Gravel No Water Test Pit #5 Date: September 18 , 1987 Test By: Stephen Haas Witnessed By: Jerry Dunning 0 - 2 ' - Top and Subsoil 2 ' - 12 ' - Fine-Med . Sand No Water » y' Test Pit #6 Date : September 18 , 1987 Test By: Stephen Haas Witnessed By: Jerry Dunning 0 - 2. 5' - Top and Subsoil 2. 5' - 14 ' - Fine-Med . Sand , Trace Gravel No .Water Test Pit #7 Date : September 18 , 1987 Test By: Stephen Haas Witnessed By: Jerry Dunning 0 - 3 ' - Top and Subsoil 3 ' - 12 ' - Fine-Med . Sand No Water Test Pit #8 Date : September 18 , 1987 Test By: Stephen Haas Witnessed By: Jerry Dunning 0 - 2' - Top and Subsoil 2' - 8' - Fine Sand , Trace of Clay 8' - 14' - Med-Coarse Sand and Gravel No Water Test Pit #9 Date : September 18 , 1987 Test By: Stephen Haas Witnessed By: Jerry Dunning 0 - 2 ' - Top and Subsoil 2 ' - 9' - Fine Sand , Trace of Clay 9' 14 ' - Med-Coarse Sand and Gravel No Water Test Pit #10 Date : September 18 , 1987 Test By: Stephen Haas Witnessed By: Jerry Dunning 0 - 2' - Top and Subsoil 2 ' - 6' - Fine Sand 6' - 12 ' - Fine-Med . Sand , Some Gravel No Water 54� At Ok ri o / O � v n � • d •� O cp T U O i A O o 6q i 70 .7 1 198. 001 U.P #23 -0- . MGR. 'AFT. INVERT ELEVATIONS: 4' INVERT AT BUILDING C92•o� 4' INVERT AT SEPTIC TANK(in) 4' INVERT AT SEPTIC TANK(out) 4' INVERT AT DIST. BOX(in) 4' INVERT AT DIST. BOX(out) 17 I INVERTS AT LEACHING FACILITY: INV AT LEACHING PIT 9 BOTTOM OF PIT 5� 25 OBSERVED GROUNDWATER V�` ELEVATION 1 A DESIGN CRITERIA: DESIGN FLOW: a BD RMS x 11) CGI'D = a.ab Gr P�D S-F, cFRC-P- I0ox:� K IS a 35GF' REQUIRED SEPTIC TANK: a = x 156 % _ GAL SEPTIC TANK PROVIDED: = 1000 GAL SIZE OF LEACHING FACILITY REQUIRED: DES*N PERC.RATE a MNJNCH o-y� • SIZE OF LEACHING FACILITY PROVIDED: 1 E'P Co ' CIA P IT W /'Z ST o-NE t i sIve I-7s S,>✓ A A.5 = 44S epD BOTTOM '74 S.F. x 1.0 = 7 9 fY P'v ro T a r_ 2,5-I s F. 5 a Q. G p D Fss. THE COMMONWEALTH OF MASSACHUSETTS BOAR® OF HEALTH .......OWN.. .....................OF.........---....BARN.$ AB ' . Appliration for llhi vii al Workii Tonotrurtiun truth Application is hereby made for a Permit to Construct (X ) or Repair ( ) an Individual Sewage Disposal System at: Corner of Independence Dr. & Communications Way, Hyannis, Buildinq__1 ................_............--•...........................----•---.............---•--•••....... ......•-----................ Location-Address or Lot No. Independence Trust, Newmarket Place, -•Route 132,__-.Hyannisl__.MA_.026Q1_____________•• - --.........•• •.... Owner Address W . Installer Address Type of Building Size Lot...5 8 0_,_219 Sq. feet Dwelling—No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder Flo) Other—Type T e of Building Of f icy No. of persons............................ Showers � yP g --------------------------- ---. --- ( ) — Cafeteria ( ) Other fixtures .---••--•-•-•-•••-•......---•- 75 1 / 780 W Design Flow ----------------•----------------....gallons per 1� � . �I o a'1 daily flow.........---•-------------------------•-----lallons. WSeptic Tank—Liquid capacity. Q k Ogallons Length---1_1-'____- Width......6....... Diameter................ Depth...7.'_4"_. x Disposal Trench—No..................... Width.................... Total Length.................... Total leaching area----------_.........sq. ft. Seepage Pit No..........2 Diameter.......IQ-1...... Depth below inlet... ...67...... Total leaching area......514_...sq. ft. Z Other Distribution box ( X) Dosing tank ( ) '~ Percolation Test Results Performed by.....Ste-Phen...I1&c`1.-S.................................0 Date.Sapt.embex_...Ia.,_.. 1987 ..... l riq Test Pit No. ;a...2<....2_minutes per inch Depth of Test Pit----122........ Depth to ground water--N/A............. P4 ................................----•--------•----•-•-••••••-•---------.....---•------...-• ---•--------------...........-------------------------------- 1O Description of Soil... A ...........r;D- a7 � Sri$Str t -_-____•-_ _ ---__ ------------------------------------••••-----......--------•- W� " -• /3. _�ax ' UNature of Repairs or Alterations—Answer when applicable._..____________________________a»--- ...... _.__.____._._.............._. --------•-----------------------•---------------•----------•-•-•--......-------------•--.........-----------•---------------......------------••------------...------------•-•--•-••••-•-------.....•--- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of iITLL 5 of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has b n iss by toar pf health. Signed---•--•• V..(......... . .---••--•---- Date Application Approved By........... --- `- -----------------•--------•--------. ....._..3_.-_.1.'.--.$' Date Application Disapproved for the following reasons:................................................................................................................ ..-----....-•-•--•---------------------------------------•----------•---•••-•------.........------..........---•--•-----••-------------------------------------------------...-•---------------••--...... Date PermitNo...... ........................ Issued........................................................ Date ,:. ,. ..... .. FIc . — ..... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH _MWIN...........................OF...............BZ Appiiratinn for DinpnnFai Workii Toutitrnrtion ramit Application is hereby made for a Permit to Construct C; ) or Repair ( ) an Individual Sewage Disposal System at Corner of Independence Dr. & Communications Way, Hyannis, Building 1 ..........-• ........... ........... ................................................. .................------•••........--•---......------_..........--• .................--- Location-Address or Lot No. Ix,(1xaP?1M , Route3 � Owner Address W ..... .........•--------•---------•-------..................••.........--------.............. _.............------..........._._....----•---•- -..-.--....-----•-----..........._.......•----- Installer Address TypeDwelling—No. of Bedrooms............................................Expansion Attic ( ) Size Lot.Garbage lGrinderq 10) Other—Type of Building Off l.`=..._...... No. of persons............................ Showers ( ) — Cafeteria ( ) Q' Other fixtures ..............::.:......_..._. T .... gallons. W Design Flow 7 gallons per0ioa1 dail flow T WSeptic Tank—Liquid*capacity�� Ogallons Length._]_........ Width..... ?. ..._ Diameter....-......... Depth_.~-'4 11 x Disposal Trench—No..................... Width.................... Total Length.................... Total leaching area............ _sq. ft. Seepage Pit No..................... Diameter-,_,,,.10.1....... Depth below inlet...t�7....... Total leaching area..... .. ..._sq. ft. Z Other Distribution box (X ) Dosing tank ( ) I s ' '-' Percolation Test Results Performed bY-_..,5�_ .'Xt... Is�fi.................................... DateStE:mber �3 , 1987 '� T 2 12 ' td f A.............. ---- Test Pit 1\o. 1...<......_..minutes per inch Depth of Test Pit.................... Depth to ground water......................... fq Test Pit No.3...5...._.-minutes per inch Depth of Test Pit---- .2.......... Depth to ground water_rV ............. •------------------------------••-•--•---....------------...--------...--•------------.............--......................................................... O Description of ..........7.y'."J.?.-••-----... ?- ......... a?_??.. `.._ u. . • i. (�x -------------- ........ ----•--•------•-----•-•-•----•----..-..--_•----•-•------------------------------ �...: W . UNature of Repairs or Alterations—Answer when applicable._........................................�� `- ••--------------•--•-------------------------•--------------------••-•---•-....................................... Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of T I T IE 5 of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has b`ei isslj by the boar of health. Signed......... f �,-$-J-......!...... ��,:$ -:c......................... .......................... Date Application Approved BY---- ••-----------------------------•..----•- _31---4---vt-e--�--------- Application Disapproved for the following reasons:•----------------------•-----------------------------------------------------------......_....a te--.............. ------------ Permit No?l =....L-o ...........................................Da............ ------------------------------ Issued. Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWT.. 1......................OF...............BARNSTABLE.................. Turdifiratr of TompliFanrr THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( X) or Repaired ( ) by.................................................................................................................................................................................................... y� /) Installer i at.------+� � •' -------•------ ---- ........., e: has been installed insaccordance with the provisions of TITLE 5Of e St%iate Sanitary Code as described in the application for Disposal Works Construction Permit No.i.s_..._ dated------------------------------------------------ . THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CON TRUE® AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE..... ............................••----------.....--•-••-•-------•--_._... Inspector................. ---- .......................................----------- THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN.................'OF.............BARNSTABLE• N .P.1tJ...._ FE ram.- . Disposal Workii %Tonntrndiort famit Permissionis hereby granted.............................................................................................................................................. to Construct ( X) or Repair ) an Individual Sewage Disposal System at No' ---------------- ��, Street as shown on the application for Disposal Works Construct- ermit 1,ft j o 7 ated........................ ............... Board f Ith DATE ....................................... FORM 1255 HOBBS & WARREN, INC., PUBLISHERS ('`�1 i i SOIL TEST PIT DATA Test Pit #1 Date : September 18 , 1987 Test By: Stephen Haas Witnessed By: Jerry Dunning 0 - 3 . 5' - Top and Subsoil 3 . 5' - 6' - Sand 6' - 12 ' - Med-Coarse Sand , Some Gravel No Water Perc . Rate : Perc @ 3. 5' < 2 min./inch Test Pit #2 Date : September 18 , 1987 Test By: Stephen Haas Witnessed By: Jerry Dunning 0 - 2' - Top and Subsoil 2 ' - 5' - Fine-Med . Sand , Some Gravel 5' - 13 ' - Med-Coarse Sand , Some Gravel No Water Test Pit #3 Date : September 18 , 1987 Test By: Stephen Haas Witnessed By: Jerry Dunning 0 - 2' - Top and Subsoil 2 ' - 12 ' - Fine-Med . Sand , Some Gravel No Water Perc . Rate : Perc @ 2 ' < 2 min./inch Test Pit #4 ate : September 18 , 1987 Test By: Stephen Haas Witnessed By: Jerry Dunning 0 - 3' - Top and Subsoil 3 ' - 12 ' - Med-Coarse Sand and Gravel No Water Test Pita#5 Date : September 18 , 1987 Test By: ' Stephen Haas Witnessed By: Jerry Dunning 0 - 2 ' - Top and Subsoil 2 ' - 12 ' - Fine-Med . Sand No Water . 6 Test Pit #6 Date : September 18 , 1987 Test By: Stephen Haas Witnessed By: Jerry Dunning 0 - 2. 5' - Top and Subsoil 2 . 5' - 14 ' _ Fine-Med . Sand , Trace Gravel No Water Test Pit #7 Date : September 18 , 1987 Test By: Stephen Haas Witnessed By: Jerry Dunning 0 - 3 ' - Top and Subsoil 3 ' - 12 ' - Fine-Med . Sand No Water Test Pit #8 Date : September 18 , 1987 Test By: Stephen Haas Witnessed By: Jerry Dunning 0 - 2' - Top- and Subsoil 2 ' - 8' - Fine Sand , Trace of Clay 8' - 14 ' - Med-Coarse Sand and Gravel No Water Test Pit #9 Date : September 18 , 1987 Test By: Stephen Haas Witnessed By: Jerry Dunning 0 - 2 ' - Top and Subsoil 2 ' - 9' - Fine Sand , Trace of Clay 9 ' - 14 ' - Med-Coarse Sand and Gravel No Water Test Pit #10 Date : September 18 , 1987 Test By: Stephen Haas Witnessed By: Jerry Dunning 0 - 2 ' - Top and Subsoil 2 ' - 6' - Fine Sand 6 ' - 12 ' - Fine-Med . Sand , Some Gravel No Water / , Fes$............. ............... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH - --- . TOWN..............OF.............BARNSTABLE Allpfiration for Dispaoui Works Tontrurtion 1krutit Application is hereby made for a Permit to Construct (X ) or Repair ( ) an Individual Sewage Disposal System at: Corner of Independence Dr. & Communications Ways Hyannis Building-2_ ----------------------..-.. -•--• --......-----.._........ --•---•----_. -•-•------ Location-Address or Lot No. Independence---Try_ -t_ 132-,.---H-yann.i•s.,-..MA...02.fAl.. _.......-- W Owner Address � .................•--._...._.........••-----•-------•-----------------........_..._•-•---••••----•- •-------•----•--•-•-----••--......_._...... ••-------•...----••-----.._......_.----- PQ Installer Address U Type of Building Size Lot___5 8 0 219----- Sq. feet �-, Dwelling—No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder (No) a Other—Type of Building -Office --------- No. of persons____________________________ Showers ( ) — Cafeteria ( ) Other fixtures ..................... - --- ---- ---- W Design Flow gallons per gsox�. Total daily flow----=:---- 7 8 0........................gallons. Width___6-'------___ Diameter........ Depth_._Z'_4.1�.. W Septic Tank—Liquid ca.pacit�0.0 0_•gallons Length._.l1 '•____ x Disposal Trench—No_____________________ Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No..........2 Diameter....19_'._...... Depth below inlet...5.•62_..... Total leaching area---514......sq. ft. Z Other Distribution box ( X) Dosing tank ( ) '-' Percolation Test Results Performed by...Stephen___Haas..................................._ Dat0.eL?tRmber...1$-,�---1987 Test Pit No. 1_: ___2....minutes per inch Depth of Test Pit....12__.______.. Depth to ground water_.N/--A........... __.__.__. 44 Test Pit No.3„--:C___2_._minutes per inch Depth of Test Pit----12'__.__-__ Depth to ground water..N/A___.._____._ ---------------------------------rm n---------•---------••-------.......--•---•--•----------•--•----....._......--------•--•----.........----•----- Description of Soil...See__AttaQhad.-------_-•0__-2_'____•_`Z,-?)6 Sv65eno ,C --- - ---------•----------•-------------------------------•-----•-- W -•-----•---------------------------•-•--------•--------------...--•-•-•-._...-------------------------------•-••---------- --`-`-." -•-----------------------------•------------- U Nature of Repairs or Alterations—Answer when applicable................................................................................................. -------•----------•-------------- ---•-•-•---------------------...._..-----•••----•----------------------------------------------•----------------------......................... Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of T ITL • 5 of the State Sanitary Code— The undersigned firther agrees not to place the system in operation until a Certificate of Compliance has been su y the b rd of i lth. Signed--- .... .- ...----••-------------•-----•-- Dat �. Application Approved By....... } _____________ Date Application Disapproved for the following reasons:-............................................................................................................ .......................................................................................................................................................•------------------------------------•--------•--- Date Permit No............... ?'j•--•---...... Issued........ Date ��: .............�---------- ------------------- THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ...........T.OWN..................OF...................BARNSTABLE.................................. Trdifiratr of Mintplianrr THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed or Repaired by -•--------------••-•••--..._...........---.--g..--••---P--•---•-.-.'.....-----••-•------•---•-••---(-X)---...----• •. ) /',� „.Installer + ._..--- ---- at-----------•-•--- ^� �-�=-�•-- has been installed in accordance with the provisions of TI IIE 5 of The State Sa.ifitary Code as escribed in�k e application for Disposal Works Construction Permit No.___ __-_�_Z:_l,......... dated__�1�__2�s�................... THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE................................................................................ Inspector.................................................................................... Y No..�s. _.---•I-- I FIns....... THE COMMONWEALTH OF MASSACHUSETTS BOAR® OF HEALTH ...............TOh'N..............OF.............EARNSTAB ApplirFa#ion for ahipasaal Vorkg Tomitrnrtinn rrmit Application is hereby made fora Permit to Construct (X or Repair. ( ) an Individual Sewage Disposal System at Corner or Independence Dr. & Communications tr�LZ L•-•Hyan�lis� .Build ng_2_................__--................:............ ...- ............. --•---•--- Location-Address or Lot No. a Ixlac endence Trust, rle36m r zt P.ac . .. Q�,� s .._].J , . ,... '? ---!J 6.�? ..- --•------ WOwner Address ' a ....••••••••-------------------------------•--•--••-••••---------- -::------•--._........-•------ -•---•---------•--•-•----•-•----_...........--------•••-••-••••••............-•-•-----•------...•. Installer Address 5 0 1 G 1 9 q d Type of Building Size Lot.._-•-____.__,!-...........S . feet U Dwelling No. of Bedrooms............................................Ex anion Attic r � g— p ( ) Garbage Grinder (NO) aOther—Type of Building _© '1 .......... No. of persons............................ Showers ( ) — Cafeteria ( ) Other fixtures ............................. ltt --- �. W Design Flow ...............gallons per i pY 'Iofal daily flow -..-�-------- dons. WSeptic Tank—Liquid capacity...........gallons Length.. l_`_.._.. Width_........... Diameter......._7...... Depth_. ' "... x Disposal Trench—No..................... Width..................... Total Length.................... Total leaching area....................sq. ft: 3 Seepage Pit No................... Diameter•"-LO........... Depth below inlet__ .. 7`..__ Total leaching area... .......sq. ft. Z Other Distribution box (X) Dosin tank ( ) '-' Percolation Test Results Performed by._VPPp4en__FIaaS _ Da ePtember 13 , 1987, . Test Pit No. L.'`A...2.....minutes per inch Depth of Test Pit �_2.._......._ Depth to ground water N/A.' 44 Test Pit No3-.<._2----minutes pet inch Depth of Test Pit_'12........... Depth to ground water..N/h............. �+ ......................... • ' r ............................................................ O Description of Soil._See___Attacheccl ��°✓5e� ....•--------------------------------••--------..........--------------------------...-----------•---••••.......•-••---••-•--••- �i ........4� ...q� �......'7%�.`_. --------------------------------------------------------------------------------------------------------------------- -----------------------------------•------•-•--------------------••----•-•-.... V Nature of Repairs or Alterations—Answer when applicable.......................................................................•....................... -----------------------------------------••---•----•---•-----•----------•-....------....•--••-----------.....--------------------=----------.......--------------------------------------•-••-••---•- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of A'I T I-E 5 of the State Sanitary Code ,The undersigned urther agrees not to place the system in operation until a Certificate of Compliance has been�,lystiefi ii by the board of lth. , Signed.......... f •----•-- ------- .................... Application Approved B Date �...1_�l�:`�:-:_i_:L.----•-•-•--•----•...--------•.................... Application Disapproved for the following reasons_______________________••___.........____._...__....._.._...._......-•.-_---•- ----•-...------------. •••••--•-•••-•..................•----•••....•----•••--•-.....•-•••-•-•••••....--••-•......-••-••...•----•-•--•-•••---••••••-•---•--••••--••---•••••---•-••-•---•-••----•------••-•--••••-••••.••-•••--- Issued_--- - _ r Permit No.................=------ ---1••Z--1------------ •• --••.__Hate ..... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ........... OWN BARNSTABLE ..........................O F..................................................................................... Tatifiratr of Tnmplitanrr THIS IS.TO CERTIFY, That the Individual Sewage Disposal System constructed (x) or Repaired ( ) by---•.......:...............................••......----------.......•-•••---------------••-------•------•....---•-•••-•-••----.......----•••-•-•-. . ..-----••••._.......---•-•-----••----...--- + Installer at.......... .......... =•�= =='r*t t::�r vi—.": j' r+j•; 1 4.......................................... .......... has been installed in accordance with the provisions of I T iF 5 of'T tie State anitary Code as`-de�sc•r'it ed' rij the application for Disposal Works Construction Permit N6�_______F_-,_. dated-��_.:��-_--.-., �---------------------------- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUE® AS AA TBJAIRIAI<EE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE................................................................................ Inspector.................................................................................... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH I l T01 BARNSTA.BLE iprr1 10orkii 00Annilan Remit Permissionis hereby granted.............................................................................................................................................. to Construct ( X) or Repair ( ) an Individual Sewage Disposal._ System Street fi(N ✓yl;/n Cf.• t')y�j G as shown on the applicatio for Disposal Works " Constructio rd D _�t - --f l ° t DATE- Q of Heal -- FORM 1255 HOBBS & WARREN, INC., PUBLISHERS � i i i v + i i SOIL TEST PIT DATA Test Pit #1 Date : September 18 , 1987 Test By: Stephen Haas Witnessed By: Jerry Dunning 0 - 3 . 5' - Top and Subsoil 3 . 5' - 6' - Sand 6' - 12 ' - Med-Coarse Sand , Some Gravel No Water Perc . Rate : Perc @ 3 . 5' < 2 min ./inch Test Pit #2 Date : September 18 , 1987 Test By: Stephen Haas Witnessed By: Jerry Dunning 0 - 2 ' - Top and Subsoil 2 ' - 5' - Fine-Med . Sand , Some Gravel 5' - 13 ' - Med-Coarse Sand , Some Gravel No Water Test Pit #3 Date : September 18 , 1987 Test By: Stephen Haas Witnessed By: Jerry Dunning 0 - 2 - Top and Subsoil 2 ' - 12 ' - Fine-Med . Sand , Some Gravel No Water Perc . Rate : Perc @ 2' < 2 min ./inch Test Pit #4 ate : September 18 , 1987 Test By: . Stephen Haas Witnessed By: Jerry Dunning 0 - 3 ' - Top and Subsoil 3 ' - 12 ' - Med-Coarse Sand and Gravel No Water Test Pit #5 Date : September 18 , 1987 Test By: Stephen Haas Witnessed By: Jerry Dunning 0 - 2' - Top and Subsoil 2 ' - 12 ' - Fine-Med . Sand No Water I Test Pit #6 Date : September 18 , 1987 Test By: Stephen Haas Witnessed By: Jerry Dunning 0 - 2. 5' - Top and Subsoil 2 . 5' - 14 ' - Fine-Med . Sand , Trace Gravel No Water Test Pit #7 Date : September 18 , 1987 Test By: Stephen Haas Witnessed By: Jerry Dunning 0 - 3 ' - Top and Subsoil 3 ' - 12 ' - Fine-Med . Sand No Water Test Pit #8 Date : September 18 , 1987 Test By: Stephen Haas Witnessed By: Jerry Dunning 0 - 2 ' - Top and Subsoil 8' - Fine Sand , Trace of Clay 8' - 14 ' - Med-Coarse Sand and Gravel No Water Test Pit #9 Date : September 18 , 1987 Test By: Stephen Haas Witnessed By: Jerry Dunning 0 - 2' - Top and Subsoil 2 ' - 9' - Fine Sand , Trace of Clay 9 ' - 14 ' - Med-Coarse Sand and Gravel No Water Test Pit #10 Date : September 18 , 1987 Test By: Stephen Haas Witnessed By: Jerry Dunning 0 - 2 ' - Top and Subsoil 2 ' - 6' - Fine Sand 6 ' - 12 ' - Fine-Med . Sand , Some Gravel No Water i"IRMI MR O ;1--is n9 iYtr5 __ - ` k='t.�ySFz.; BLDG. I INVERT ELEVATIONS: 4' INVERT AT BUILDING 53' ' 4' INVERT AT SEPTIC TANK(in) 4' INVERT AT SEPTIC TANK(out) 53•0'S' 4' INVERT AT DIST. BOX(in) u.95 4' INVERT AT DIST. BOX(out) INVERTS AT LEACHING FACILITY: INV. AT LEACHING PITS BOTTOM OF PITS OBSERVED GROUNDWATER ELEVATION DESIGN CRITERIA: DESIGN FLOW: OFFICE FLOW 75 &-Pj) / IOoO SF io400%o0o X '15 = 7 O GPD REQUIRED SEPTIC TANK: Sox 1 50 = 11 -7 o GAL. SEPTIC TANK PROVIDED: = 2 o O O GAL. SIZE OF LEACHING FACILITY.REQUIRED: DESIGN PERC.RATE 2 MNJNCH -7 30 GI?D SIZE OF LEACHING FACILITY PROVIDED: 2 - fo' DEr- P 7( Co, DIA, PITS w / 2 ' STOIJE SIvE 35(o S,FX25 = 890 GPI ' SOTTOr1 I 5,FX 1-0 = 158 GPD TOTAL S.F. = 0 4g gyp_ [ BLDG. 2 INVERT ELEVATIONS: 4' INVERT AT BUILDING $(e 50 4' INVERT AT SEPTIC TANK(in) SL30 4' INVERT AT SEPTIC TANK(out) 516.c'5 4' INVERT AT DIST. BOX(in) 5,5,q5 4' INVERT AT DIST. BOX(out) 'S 8 INVERTS AT LEACHING FACILITY: INV. AT LEACHING PITS S .tn1 BOTTOM OF PITS `�S,an OBSERVED GROUNDWATER ELEVATION N DESIGN CRITERIA: DESIGN FLOW: .OFFICE FLOW 7 Cs I000 IDADO/ io00 X 75 = 7 O G REQUIRED SEPTIC TANK: 7 8 o X 150 lo = I I -70 GAL. SEPTIC TANK PROVIDED: = A000 GAL. SIZE OF LEACHING FACILITY REQUIRED: DESIGN PERC.RATE MiN NCH 7fi0 RFD SIZE OF LEACHNG FACILITY PROVIDED: 2 - Co ' DEEP 7. G A' DI P ITS 5 IVE 35io S F x 2 5 =890 GPD BOTTOM) 1 5 8 5.F, X 1, 0 = 158_& TOTAL 5 14 5F. . = 1o4-g GP No... THE COMMONWEALTH OF MASSACHUSETTS BOAR® OF HEALTH ................TOWN.....::.-.....OF.............BARNSTA,BLE. Allp iration for Dispaiial Workii Towitrurtinn ".truth Application is hereby made for a Permit to Construct (X ) or Repair ( ) an Individual Sewage Disposal System at Corner of Independence Dr. & Communications Way, Hyannis, Building 3 ................__.............................................................................. ----------•-•--•-•..__.......-----•-------•---•--•-••------•----•---•-------•--•-•---------•-•--•- Locati n A ress or Lot No- Independence Trust, Newmarket lace Route 132 Hyannis, MA 02601 ------••-----••-------... .............. -•---•-------------•-••-----•----p-•-•----•-- ' ._.....__...._....._•----•---'-•--- -......_._....-------•----•-----------........-........... w er1 Address a ....._..---•--� .. 1.A[.......................................... nstaller Address U Type of Building Size Lot_____5 8 0[219-_-Sq. feet Dwelling—No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder (N9 Other—T e of Building Office No. of ersons____________________________ Showers YP g P ( ) — Cafeteria ( ) Other fixtures ______________________ 7 5 10.0.0•--S--- -f-n -ay---------------- --------------------8---------•--•----------------------------- W Design Flow.......-•----...............................gallons >x ) . Total dailyflow----......-.8.0.--------------------•---•-gallons. WSeptic Tank—Liquid capacit}2_000,_gallons Length...11.___.. Width....... Diameter--------....... Depth�___4_11....- x Disposal Trench—No_____________________ Vidth.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No........2_.......... Diameter....10_'...-_.__ Depth below inlet___ ...... Total leaching area...5 A sq. ft. z Other Distribution box ( X) Dosing tank ( ) '—' Percolation Test Results Performed by.____Stephen...Haas.................................M Date.September l8 1987 ,tea Test Pit No. 1....5----2_minutes per inch Depth of Test Pit-------1?........ Depth to ground water.....N% . Test Pit No. 3___ ____.2_minutes per inch Depth of Test Pit_______12_ __.._ Depth to ground water._-__N/A a ..--•••----------------••-......._...•----•••••----•---••-----•-•-••--------..... O Description of Soil......See•.Attached•-_----TP?f/t� e>-Z' U -•---•••----•-----•--------•---•---•--•••----------•••-•-•------------------•--•-•--------....-------2 ��._....---�.��---- .a° ��-- W Nature of Repairs or Alterations—Answer when applicable ., ______________________________________ < ��1 � ��� ------- U P PP --------------------------------------••-•---- -------------------•----•--....-----•-----•--------------------------------------------------------------•------•--..._.._..._..---- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the board of health. Signed...................................................................................... Date Application Approved BY ..........6- 1 1 -� Date Application Disapproved for the following reasons-............................................................. -----------------------•....................... •--•---------------•••--•----•----------••--•--.....••-----••---••--••-•----------....__......-----....•------•--...--•-•----•-•--------•-•............................................................ Date PermitNo........Z z._/_' L........................ Issued_....................................................... Date No.-- .:..J .2, Fizz............._. k THE COMMONWEALTH OF MASSACHUSETTS y' BOARD OF HEALTH TOWN ;,p ABLE Allp irFa#ion for-Uiopoiial Works Tomlrur ion rumit Application is hereby made for a Permit to Construct (X ) or Repair ( ) an Individual Sewage.,Disposal System at: Cosner of Independence Dr. & Communications Way, Hyannis, Building J. ................___.... . ........... .... •--- ;----------.............. ........................... ---•---•--•-------.......... ...... ... Inder�cnclence T u` n, Ai market Place, Route 1324., HyanrAis;' TEA 0260I --------------------------•----------••----Inst .........................:..------•----•-•---• .... .......................... ner .Address �W� ......••......`. Ll r�► ........!t...... .................. ..........................._. ._.........•............................... aller Address Type of Building Size Lot.....� 2 _..Sq. feet Dwelling—No. of Bedrooms.___._____,.................................Expansion Attic ( ) Garbage Grinder (NC) Other—Type of Building ............................f a.Ce No. of persons............................ Showers ( ) — Cafeteria ( ) a' Other fixtures ...................... d 75 i4o-o- t .... gay t Design Flow ----•-•---------------- gallons y. Total daily flow-...............................................Qgallons. WSeptic Tank—Liquid capacit Pb®_��-_gallons Length._11_�..__._ Width__.._. '.__.____ Diameter..._.._.'.__... Depth......_........ x Disposal Trench—�o..................... Wi�th..'.._.._._.:__..... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No-------`._--_._._-• Diameter:':_()........... Depth below inlet..5..',)- Total leaching area.__5.14._.....sq. ft. Z Other Distribution box (X ) Dosing tank ) Ste len Haas Se temper 18 1937 Percolation Test Results 2 Performed by-• ....-----�••-•••.....--•--••-••-•-•-•-•......�---•••-•••-••••_..... Date-•-•••�•••• T . �... 4 Test Pit No. 5.... _.minutes per inch . Depth .of Test Pit.._.__!2........ Depth to ground water•-_.�`'��-_-__•-___. ..., ;I Test Pit No. .......minutes per inch Depth of Test Pit......I 1__.... Depth to ground water_____`/. .......___. P ••-------------•-------•-- ---- ---------------•-•---•-------• ------.------...; ....... D Descri -------------- Description of Soil...-•See 1�ttach�d V .....•••-••••••••-•••-•-•-•••••--•••••• •••••........... .....................•-----•-----••••••.... .......-- �.+.1.�.......S��� .� C U Nature of Repairs or Alterations—Answer when applicable...........................................' Gc ..�.-� ................................ Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TI T LIE 5 of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the board of health. Signed...................................................................................... ................................ Date Application Approved BY �--"'- '^, .)....-•-- -•--•-------� 1-- Date Application Disapproved for the following reasons:............................................................................................................. _ ...............•-..........------•-------•---------...-----------•---•-----------------...-•---------------•--••-•-••---•-•--••-•---•••••--•••-••-•••••-••----•--•-------•--••••••---•-•--•-••••.._..... Date Permit No..........8 Ma--I;L;L....................... Issued....................................................... Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN BARNSTABLE. .........................OF....................I............................................................... (Irrtifirate of TontpliFatta THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed (X ) or Repaired ( ) bY----------------------------•------------•-----.------------------.-----------•----•-----------------------•------------.-----------------------------------..---------•-----------•--------------- Installer , at............... :y2 ----- ' n!',...... -•--- --- --- has been installed in accordance With theprovisions of TITLE 5 of The State Sanitary Code as described in the application for Disposal Works Construction Permit No---------- :._« ...... dated................................................ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE,............................................................................... Inspector.................................................................................... THE COMMONWEALTH OF MASSACHUSETTS- BOARD OF HEALTH TOWN BAFNSTABLE OF..................................................................................... No....... FEE........................ • �i��oo�a1 rho � no#rnr#ion rranif Permission is hereby granted-_ ..� o Construct (X ) or Repair t ( ) a Individual Sewage Disposal System atNo............. fin •,............... c -........................................................... f� Street as shown on the application f r Disposal Works Constructio rmmiit No..... �_�2 ted......................... ....:___...._. 1 and of ea th " DATE.................. --- --•---- ... .................................. FORM 1255 HOBBS & WA REN. INC., PUBLISHERS - A. I r SOIL TEST PIT DATA Test Pit #1 Date : September 18 , 1987 Test By: Stephen Haas Witnessed By: Jerry Dunning 0 - 3 . 5' - Top and Subsoil 3 . 5' - 6' - Sand 6' - 12 ' - Med-Coarse Sand , Some Gravel No Water Perc . Rate : Perc @ 3 . 5' < 2 min ./inch Test Pit '#2 Date : September 18 , 1987 Test By: Stephen Haas Witnessed By: Jerry Dunning 0 - 2 ' - Top and Subsoil 2 ' - 5' - Fine-Med . Sand , Some Gravel 5' - 13 ' - Med-Coarse Sand , Some Gravel No Water Test Pit #3 Date : September 18 , 1987 Test By: Stephen Haas Witnessed By: Jerry Dunning 0 - 2 ' - Top and Subsoil 2 ' - 12 ' - Fine-Med . Sand , Some Gravel No Water Perc . Rate : Perc @ 2' < 2 min ./inch Test Pit #4 ate : September 18 , 1987 Test By: Stephen Haas Witnessed By: Jerry Dunning 0 - 3 ' - Top and Subsoil 3 ' - 12 ' - Med-Coarse Sand and Gravel No Water Test Pit #5 Date : September 18 , 1987 Test By: Stephen Haas Witnessed By: Jerry Dunning 0 - 2 ' - Top and Subsoil 2 ' - 12 ' - Fine-Med . Sand No Water i n Test Pit #6 Date : September 18 , 1987 Test By: Stephen Haas Witnessed By: Jerry Dunning 0 - 2 . 5' - Top and Subsoil 2 . 5' - 14 ' - Fine-Med . Sand , Trace Gravel No Water Test Pit #7 Date : September 18 , 1987 Test By: Stephen Haas Witnessed By: Jerry Dunning 0 - 3 ' - Top and Subsoil 3 ' - 12 ' - Fine-Med . Sand No Water Test Pit #8 Date : September 18 , 1987 Test By: Stephen Haas Witnessed By: Jerry Dunning 0 - 2' - Top and Subsoil 2 ' - 8' - Fine Sand , Trace of Clay 8' - 14 ' - Med-Coarse Sand and Gravel No Water Test Pit #9 Date : September 18 , 1987 Test By: Stephen Haas Witnessed By: Jerry Dunning 0 - 2' - Top and Subsoil 2 ' - 9' - Fine Sand , Trace of Clay 9' - 14 ' - Med-Coarse Sand and Gravel No Water Test Pit #10 Date : September 18 , 1987 Test By: Stephen Haas Witnessed By: Jerry Dunning 0 - 2 ' - Top and Subsoil 2 ' - 6' - Fine Sand 6 ' - 12 ' - Fine-Med . Sand , Some Gravel No Water y .t11dr b� � o `a dlH ', I. ANI � t Z 9 c In v �v tu Zi i C � H , h ; n i M,9 �. 1 r -� 1 BL- DG. -3 INVERT ELEVATIONS: 4' INVERT AT BUILDING Cry�n 4' INVERT AT SEPTIC TANK(In) &0.30 4' INVERT AT SEPTIC TANK(out) 6x'•oS 4' INVERT AT DIST. BOX(in) 59. 4 INVERT AT DIST. BOX(out) 59.7 INVERTS AT LEACHING FACILITY: INV. AT LEACHING PITS 5`�•11 BOTTOM OF PITS $3•So OBSERVED GROUNDWATER ELEVATION DESIGN CRITERIA: DESIGN FLOW: 0FFICE FLouJ -75 GP-D 10o0 5 F 10 00 l000 % -75 = -7 40 G D REQUIRED SEPTIC TANK: -7 go X IS 0 0/0 = 1 1 -7 O G A L SEPTIC TANK PROVIDED: _ ol 600 GAL. SIZE OF LEACHING FACILITY REQUIRED: DESKINN PERC.RATE f�l MINJNCH 7130 e P D SIZE OF LEACHING FACILITY PROVIDED: DEEP W /2' S'ToNE 5rDE 35G S.F. x 2.5 = 8 90 GPD BOTTOM 158 5.F, X ILO = 1 58 GPD TOTAL 514 S.F. = 1048 GP I No.- -.-.1.�3.. - , Fis....7... ' -.... THE COMMONWEALTH OF MASSACHUSETTS BOA-RD OF HEALTH TO....................OF.........BARNSTABLE ........................ ApplirFation for Dispati al Works Tonstrnrtiun ramit Application is hereby made for a Permit to Construct (X ) or Repair ( ) an Individual Sewage Disposal System at: Corner of Independence Dr. & Communications wayf___Hyannis� Building4_ ..- Location-Address or LQt No. Independence Trust, Newmarket Place, Route 132, Hyannis, MA 02601 ------------ Owner---- .................... Address W Installer Address Type of Building Size Lot-------8 0,219 Sq. feet Dwelling—No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder (NO) a Other—T e of Building Of f ice No. of persons............................ Showers — Cafeteria 04 Other fixtures ................ ..... diQQt� s ,ft-.Qda:�------------------------------------------- ..................................... Design Flow -.-5--------------------------gallonsVexMcg . otal.daily flow.----=5 2 5---...--------------------.... a]lons. WSeptic Tank—Liquid*capacity. %5 0 Qgallons Length-_ ........ Width...6.'___..... Diameter._:_.-:......_. Depth6_. 1" x Disposal Trench—No..................... V�idth.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No..................... Diameter.... 2_'_........ Depth below inlet...5...67...... Total leaching area......3.2.7....sq. ft. Z Other Distribution box (X) Dosing tank ) Percolation Test Results Performed by.....Step- en__Haas _ Date September 18 , 1987 Test Pit No. 1.. ...2....minutes per inch Depth of Test Pit.... ........ Depth to ground water..N/A............. 44 Test Pit No. 3.<...2_...minutes per inch Depth of Test Pit.__.1.2_�......... Depth to ground water..N/A.___.._.____ x ---- 0 Description of Soil......See Attached_-__-_-_-�'P#� 0-31 722P -S"�7C_ U q. •--•-----------------------------------------.......................................................... W �a —7 -------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- U Nature of Repairs or Alterations—Answer when applicable---------------------------------------------------------------_................................ -----------------------------------------------------------•------•-----------------•-•--•-•-.------------------------------------------------------------------------------------------•-•-•-•--------- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of T?T E 5 of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been i sue y the boa' f health. V Signed............. .�-. v1 ..... ...................... ................................ Date Application Approved By............ ""'.. -•--------------------------•--------- ---------- -BY-- Date Application Disapproved for the following reasons----------------------------------------------------------------=----------------------------------------------- .........................................................--...-----------....------.........-----------....--•-----------•---------------------------------------------------------------------------•--- Date PermitNo....ff ........................... Issued....................................................... Date L No.--.�!.:. THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ................TOWN...---.....OF........13AM45T.�'{�3LE _..... Appliratiaan for.,Disposal Marks Tonstrnr#iun amit Application is hereby made for a Permit to Construct (y ) or Repair ( ) an Individual Sewage Disposal System at: Corner ................_c...x_.I_ndepencence D . & Communications no_4,_: - r .--- •. -- Trie - Location Address _ or Lot No pjd rust, y i^narket Place,_ o----- ---•-•.............- - ..kj&..02641_ •_ -- Owner Address W Installer Address Type of Building Size Lot.... ....Sq. feet Dwelling—No. of Bedrooms.............................:..............Expansion Attic ( ) Garbage Grinder 1(1'0 ) Other—T e of Building ---QUI.Ce.._..... No. of persons............................ Showers — a Other—Type g - p � ( ) Cafeteria ( ) Other fixtures ..............a:.=..... Design Flow...........25--•-•.........--••••-•-----gallon9 IcIA, Total daily flow......=a�5............................... W � lons. WSeptic Tank—Liquid capacityl i Q eallons Length.1!......... Width..8........... Diameter-.'_ ... Depth.`. _.' x Disposal Trench—No..................... VF�idth..................... Total Length....................... Total leaching area....................sq. ft. Seepage Pit No....... .------------ Diametef.12............ Depth below inlet•5.._1a.7_P..... Total leaching area.....'_2.7.....sq. ft. Z Other Distribution box (X ) r..--Dosing tank ( ) `-' Percolation Test Rests Performed by.... t2p11en__Hc1dS..............................._.... DateSepterllbel-__181e•,,'l987 Test Pit No. 1.._ ..2......minutes per inch Depth of Test Pit-.12.` _....... Depth to ground water.U/2 ....._.._. (i, Test Pit Nc.' ���'..2_....minutes per inch Depth of Test Pit...U....:_._.... Depth to ground water.��f .............. Pd '" ---------------- -................. ----------------------•----------------------------..---- 0 Description of Soil....Sge...P_ttached W Rio ee� - ----------------------------------------------------------------------------------------------•-------------------------- ----------------------------------------------•............................. U Nature of Repairs or Alterations—Answer when applicable.............................................................................................. .... .--•-••------------------------•---------------•--------------------------------........ Agreement: r The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TIT LE 5 of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issuedrby the board,of health. 1�. , Signed............ --�-- ......(•---•------:.`--.-�...•............................ ................................ Date Application Approved By.. .,. ..: w� • ............ Date Application Disapproved for the following reasons:.............................................................•------------------------•---_ _._.........._ •-•----•--•---------------------------------•---.....----•----------......-•-----•-------------....-•-•----....•----•---•---•---•--------•-•-••....•-----------------.................................. Date PermitNo.....S.*------ -------------------------- Issued........................................................ Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH .......... 011N....................OF...........BARNSTABLE .. .. ....................................................... TutifirFa#r of Taautph aurae THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed (X ) or Repaired ( ) by---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- Installer Lf at........�.--ram'-e_.x+�Y'�........ ,• . .' :�.,4..,�.r.+«emsts...-�""----ft .r.f..---- - - ----- - ----------•---------------.....-------•------•-- has been installed in accordance with the provisions of TITIE 5 of The State Sanitary Code as described in the application for Disposal Works Construction Permit No........ ... dated................................................ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE................................................................................ Inspector.................................................................................... i _THE COMMONWEALTH OF MASSACHUSETTS BOARD OF, HEALTH TOWN...................OF.. BARNSTABLE No.....l �S.-� .aa ......... ----------------------------•--...........------.....---................. ,� _ .J. FEE...........5........ BWVnmat Worki5 T-Fnnstrndiaat amit Permissionis hereby granted.............................................................................................................................................. to Construct (X) or Repair ( ) an Individual Sewage Disposal System at No..........(2&.tc -- --•--•---c�. r.._,�.?.L......�°.�Ylti Street as shown on the application for Disposal Works Construction P I No.... . ...l `..I ated,A. y � Ut ............ -- .^.Cr.°... '..1 ---`- ..a..... Boar f Health DATE (,•....�.. �...... FORM 1255 HOBBS & WARREN. INC.. PUBLISHERS I� Y . f ' SOIL TEST PIT DATA Test Pit #1 Date : September 18 , 1987 Test By: Stephen Haas Witnessed By: Jerry Dunning 0 - 3 . 5' - Top and Subsoil 3 . 5' - 6' - Sand 6' - 12 ' - Med-Coarse Sand , Some Gravel No Water Perc . Rate : Perc @ 3. 5' < 2 min ./inch Test Pitt Date : September 18 , 1987 Test By: Stephen Haas Witnessed By: Jerry Dunning 0 - 2' - Top and Subsoil 2' - 5' - Fine-Med . Sand , Some Gravel 5' - 13 ' - Med-Coarse Sand , Some Gravel No Water . Test Pit 0 Date : September 18 , 1987 Test By: Stephen Haas Witnessed By: Jerry Dunning 0 - 2' - Top and Subsoil 2 ' - 12 ' - Fine-Med . Sand , Some Gravel No Water Perc . Rate : Perc @ 2' < 2 min ./inch Test Pit #4 ate : September 18 , 1987 Test By:. Stephen Haas Witnessed By: Jerry Dunning 0 - 3' - Top and Subsoil 3 ' - 12 ' - Med-Coarse Sand and Gravel No Water Test Pit #5 Date : September 18 , 1987 Test By: Stephen Haas Witnessed By: Jerry Dunning 0 - 2' - Top and Subsoil 2 ' - 12 ' - Fine-Med . Sand No Water k �.. FIF ., �I r Test Pit #6 Date : September 18 , 1987 Test By: Stephen Haas Witnessed By: Jerry Dunning 0 - 2. 5' - Top and Subsoil 2 . 5' 14 ' - Fine-Med . Sand , Trace Gravel No Water Test Pit #7 Date : September 18 , 1987 Test By: Stephen Haas Witnessed By: Jerry Dunning 0 - 3 ' - Top and Subsoil 3 ' - 12 ' - Fine-Med . Sand No Water Test Pit #8 Date : September 18 , 1987 Test By: Stephen Haas Witnessed By: Jerry Dunning 0 - 2 ' - Top and Subsoil 2 ' - 8' - Fine Sand , Trace of Clay 8' - 14 ' - Med-Coarse Sand and Gravel No Water Test Pit #9 Date : September 18 , 1987 Test By: Stephen Haas Witnessed By: Jerry Dunning 0 - 2' - Top and Subsoil 2 ' - 9' - Fine Sand , Trace of Clay 9 ' - 14 ' - Med-Coarse Sand and Gravel No Water Test Pit #10 Date : September 18 , 1987 Test By: Stephen Haas Witnessed By: Jerry Dunning 0 - 2 ' - Top and Subsoil 2 ' - 6' - Fine Sand 6 ' - 12 ' - Fine-Med . Sand , Some Gravel No Water BLDG. -4 - INVERT ELEVATIONS: 4' INVERT AT BUILDING �I•�o 4' INVERT AT SEPTIC TANK(In) .3� 4' INVERT AT SEPTIC TANK(out) (01, 4' INVERT AT DIST. BOX(:n) (oOPIS 4' INVERT AT DIST. BOX(out) � ? INVERTS AT LEACHING FACILITY: INV. AT LEACHING PIT tpo�•t1 BOTTOM OF PIT ��•'�� OBSERVED GROUNDWATER ELEVATION DESIGN CRITERIA: DESIGN FLOW: oFFiGF FLOW -75 e?V/i000 S F 5 2 S CT F V REQUIRED SEPTIC TANK: 595 X I5o % -781 GAL. SEPTIC TANK PROVIDED: = 15 O 0 GAL. SIZE OF LEACHING FACILITY REQUIRED: DESIGN PERC.RATE a MNJNCH Sa: 5 C•sPD SIZE OF LEACHING FACILITY PROVIDED: - G 17)E (o � 1A, u� 3 STo NC 5lve 214- S,F, X 2.5 = 534 CsPU SOT r40,v1 I 13 S F. X I , O = I 1 3 G F D 701 A 1- 3 ;L S F = G 4-7 Cw P-D THE COMMONWEALTH OF MASSACHUSETTS BOAR® OF HEALTH ...--......TOWN......................--"OF..........BARNSTABLE -- - -----------------------------------•---------•-- Appliratiun for Dispuiial Works Tuuitrurtiurt rrutit Application is hereby made for a Permit to Construct (X ) or Repair ( ) an Individual Sewage Disposal System at: Corner of Independence Dr. & Communications Way, Hyannis, Building. 5 ................-........_...................................................................... .....••-•-..........-•--•-•.......----------------•--•------•-•------...-----•••----......._....•. .Locati n-A ess Independence Trust, `(ewmarket Place, Route 132, Hyafir19'- MA 02601 ......................--- ......... ............................................... •.................--••----•-----•--•••. ....._....... W Owner Address a -•-•........................................••---•-----••--------............................__... __........------••••--.........------•-_.......................................................... Installer Address U Type of Building Size Lot... 8 0 219 Sq. feet a Dwelling—No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder 040) Other—Type of Building _Office _ No. of persons............................ Showers ( ) — Cafeteria ( ) Other fixtures ......................... d 7 5 10 p p S f-r-'.-- d -----------------------------------------•--------•----•------------------- Desi Design .... -•-••----------- allons otal daily flow-- =- 525 .........................gallons. W g g P Y WSeptic Tank—Liquid capacity..15 q. allons Length...... �.. Width...6.......--. Diameter------.-.__--_ Depth 6 1" xDisposal Trench—No. .................... Width........_........... Total Length.................... Total leaching area--------------------sq. ft. Seepage Pit No.....1------------- Diameter.......12....... Depth below inlet_..5.�.6�_�.._. Total leaching area...3.2.7. _....sq. ft. Z Other Distribution box ( X) Dosing tank ( ) ~' Percolation Test Results Performed by......Stephen-__Haas .................. Date.September 18 , 1987 Test Pit No. I-_.<..... -minutes per inch Depth. of Test Pit __-_.1.2_�..___ Depth to ground water_.N_JA G� Test Pit No. .'3_.. .....�niinutes per inch Depth of Test Pit....... �.._.. Depth to ground water...- ater..NJA -------•--------------------------•-------------•-------•------•------•--------••---•--•••-----•-•-•-• ................................................... See Attached ?'ta Description of Soil , -Z "Tb7>$ 5��-zr,L V Nature of Repairs or Alterations—Answer when applicable-------------------------------------J........................................................ ................•-----------•---•-------------••-----•--.............................. •---•--------••-•------••----•.................................................. Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of iIT 5 of the State Sanitary Code— The undersigrAd further agrees not to place the system in operation until a Certificate of Compliance has b Yissy th f boar health. Signed---•- :.....• ........................... ................................ Date Application Approved BY....... Application Disapproved for the following reasons:...............................................................:......... ----------•-•••-•-Da................ -----------------------------------------------•----------------------•--.....----------•---•--••----------••••-•----•----••--•---••---•-----------------•---•-•--------•--••-----------•-•--••-•---•-•. Date PermitNo........ ---•------•-•--•----- Issued....................................................... Date No.------........._.... ..... . THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN BARNSTA13LE ......................................._0F........................................................................................ Appliration for Disposal Works Tomouurtion Prrutit Application is hereby made for a Permit to Construct (Z ) or Repair an Individual Sewage,Disposal System at: ng Corner of independence Dr.. & Communications ,t4ay, Hyannis, BUildi �-,'5 ........................ ........................................... ............. ...... rVglei' AVMM Independence T arket place, Route 132, Hyaffr�190 MA 02601 ............... -------........ ..w.................. .................�'.................................. ..... Owner Address .................................................................................................. ............................................................................................ Installer Address Type of Building Size Lot---------520--.,219--------------- I Sq.,feet Dwelling—No. of Bedrooms.- ....Expansion Attic Garbage Grinder ('0) 0 f P-4 Other—Type of Building ..........................- No. of persons.............................Showers Cafeteria P4 Other fixtures ...............:t."' ..!4 i------1000 ---------------------------------------------------*---------- 75 525 Design Flow............................................gallons P*uKMMy-j ....daily flow w........................................----gallons. W6 1 1!1 1:4 Septic Tank—Liquid capacity.�Pliallons Length...... Width--..�6.f........ Diameter..7........... Depth-- . --- ............ Disposal Trench—No..................... Width.....;............. Total Length.................... Total leaching area_._.._...__ sq. f t. 1 Diameter".....12' 5 67 ' 32--7------- Seepage Pit No.___- -------------- ............. Depth below inlet................... Total leaching area......... sq. it. Z Other Distribution box ( X) -,Dosing tank Ste Haas September18,,t.- 1987Percolation Test Results Per-formed by............R�?an...................... I------------------ Date...................Ift- ... ... < 2 it� 12 7 ...*...... Test Pit No. .1...<.... .minutes per inch Depth of Test P ..... Depth to ground water A ........... Test Pit No.LA---------------minutesp�f inch Depth of VA7 44 Test Pit.................... Depth to ground water........................ 04 ............a...*----------------------------"...........*......"--------*-------"-------------------------------------------------- see ache . - Z I 7Z77--1-�St.,-6 0 Description of Soil..................................................7-1 ......... ....................................... ...................... ....................................................................I..........................................2.':�._L............... ........................ ------------------------------------------------*-------------------------------*-------------------------- ...... U Nature of Repairs or Alterations—Answer when applicable......................................#)_X)--- ---------------- ........................................................................................................................................................................................................ Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of'T'T-2 5 of the State Sanitary Code—The undersigned further agrees not to place the system in 4-1 operation until a Certificate of Compliance has b-ep is*ired by the boar ,of health. Signed...... e&.-k... ......... .. ----------------------------- -------------------------------- Date Application Approved By........ ate Application Disapproved for the following reasons:................................................................................... .................. ........................................................................................................................................................................................................ Date PermitNo.._. ....................... Issued....................................................... Date. THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN BARNSTABLE ........................................_0F..................................................................................... %T rfifiratr of Tompliaurr Ur THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed or Repaired by-----------------------------------------------------------------------------------------------------------------------------...................................................................... Installer at.......r-—------- ........... .......... ---------------------------------------------- has been installed in accordance-with the provisions of TITIE 5 of The State Sanitary Code as described in the application for Disposal Works Construction Permit No..__... ....1.3-.L/...... dated_......._------------ ...................... THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE................................................................................ Inspector..................................................................................... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH T011N ......�OF BARNST.ABLE.............................................. 7 �*��/.... ........... FEE Dish ooftl Works TwOnstrurtion "prrutit Permissionis hereby granted........................................................................................................................................ to Construct (X ) or Repair an Individual Sewage Disposal System at No...._..Cq - . `� ....... ...... Street as shown on the applic4ion for Disposal Works ConstructT io er K it N41-- � j � and of Health ...... .. ....... DATE..... -- -----------'"'-",................ FORM 1255 HOBBS & WARREN, INC., PUBLISHERS SOIL TEST PIT DATA i i Test Pit #1 Date : September 18 , 1987 Test By: Stephen Haas Witnessed By: Jerry Dunning 0 - 3. 5' - Top and Subsoil 3 . 5' - 6' - Sand 6' - 12 ' - Med-Coarse Sand , Some Gravel No Water Perc . Rate : Perc @ 3. 5' < 2 min./inch Test Pit #2 Date : September 18 , 1987 Test By: Stephen Haas Witnessed . By: Jerry .Dunning 0 - 2 ' - Top and Subsoil 2 ' - 5' - Fine-Med . Sand , Some Gravel 5' - 13 ' - Med-Coarse Sand , Some Gravel No Water Test Pit #3 Date : September 18 , 1987 Test By: Stephen Haas Witnessed By: Jerry Dunning 0 - 2' - Top and Subsoil 2 ' - 12 ' - Fine-Med . Sand , Some Gravel No Water Perc . Rate : Perc @ 2' < 2 min ./inch Test Pit '#4 ate : September 18 , 1987 Test By: Stephen Haas Witnessed By: Jerry Dunning 0 - 31 - Top and Subsoil 3 ' - 12 ' - Med-Coarse Sand and Gravel No Water Test Pit #5 Date : September 18 , 1987 Test By: Stephen Haas Witnessed By: Jerry Dunning 0 - 2' - Top and Subsoil 2 ' - 12 ' - Fine-Med . Sand No Water Ow Test Pit #6 Date : September 18 , 1987 Test By: Stephen Haas Witnessed By: Jerry Dunning 0. - 2 . 5' - Top and Subsoil 2. 5' - 14 ' - Fine-Med . Sand , Trace Gravel No Water Test Pit #7 a Date : September 18 , 1987 Test By: Stephen Haas Witnessed By: Jerry Dunning 0 - 3 ' - Top and Subsoil 3 ' - 12 ' - Fine-Med . Sand No Water Test Pit #8 Date : September 18 , 1987 Test By: Stephen Haas . Witnessed By: Jerry Dunning 0 - 2 ' - Top and Subsoil 2 ' - 8' - Fine Sand , Trace of Clay 8' - 14 ' - Med-Coarse Sand and Gravel No Water Test Pit 09 Date : September 18 , 1987 Test By: Stephen Haas Witnessed By: Jerry Dunning 0 - 2 ' - Top and Subsoil 2 ' - 9' - Fine Sand , Trace of Clay 9 ' - 14 ' - Med-Coarse Sand and Gravel No Water Test Pit #10 Date : September 18 , 1987 Test By: Stephen Haas Witnessed By: Jerry Dunning 0 - 2 ' - Top and Subsoil 2 ' - 6' - Fine Sand 6 ' - 12 ' - Fine-Med . Sand , Some Gravel No Water i____B LDG. 5 INVERT ELEVATIONS: 4' INVERT AT BUILDING 4' INVERT AT SEPTIC TANK(in) 4' INVERT AT-SEPTIC TANK(out) �•�.oS 4' INVERT AT DIST. BOX(in) G3.9S 4' INVERT AT DIST. BOX(out) 3 INVERTS AT LEACHING FACILITY: INV. AT LEACHING PIT BOTTOM OF PIT 57.9n OBSERVED GROUNDWATER ELEVATION DESIGN CRITERIA: DESIGN FLOW: OFFICE Flo W -75 GPD/100 5 F 000 00 0 5 "- 5 Cs PT7 REQUIRED SEPTIC TANK: 51.15 X 150 % = 78 -7 GAL. SEPTIC TANK PROVIDED: = f 0 O GAL. SIZE OF LEACHING FACIL-Y REQUIRED: DESIGN PERC.RATE G a_ MWNCH Cs p D SIZE OF LEACHING FACILITY PROVIDED: _I - cell DEEPX Co ' DIA , PIT I.J 3 ' S"roNG 51 DE 2 14 S.F. X 2. 5 = 5 3 4 CrP�D F0TTcM 1 13SI= 7C I D = 1 _� GPD 707AL 3 a7 THE COMMONWEALTH>OF MASSACHUSETTS BOARD OF HEALTH ...._......TOWN...................OF............BARNS TABLE ................................................ Appliratinn for Di-gVusal Works Tutuitrnrtiun anti# Application is hereby made for a Permit to Construct ( or Repair ( ) an Individual Sewage Disposal System at: Corner of Independence Dr_. & Communications Way__ Hyannis .Building .6_ ......... __......... ..--• -----•--•............. ----.. Location-Address or 4t No. Independence Trust,_ Newmarket Place, •Route 132, _Hyann s , MA 02601 •--•• -•--• ----• ........................................... Owner Address W Installer Address d Type of Building Size Lot.....5 8 0_, 219...Sq. feet. U Dwelling No. of Bedrooms__________________________________________Exp ansion Attic ( ) Garbage Grinder (Vo) aOther—Type of Building Of f iCe _ No. of persons____________________________ Showers ( ) — Cafeteria ( ) Other fixtures __________________ ___ ¢ 7 5 l0ao----sq-.ft- /day----------------- ---------------------------•-------------•----------- W Design Flow-------------------------------------- ----gallons pex��cxt*. Total daily flow-----=5_ _ ..............................gallons. WSeptic Tank—Liquid capacity-150.0gallons Length......_'..__._ Width.__6_'._._.__. Diameter--------...... Depth___ x Disposal Trench—No_____________________ Width.................... Total Length.................... Total leaching area....................sq. ft. 3 Seepage Pit No.....I______________ Diameter......12.'______ Depth below inlet__- ...... Totaf leaching area......327....sq. ft. Z Other Distribution box (X) Dosing tank ( ) aPercolation Test Results 2 Performed by-.__Stephe-a_•_H. s__---_12______________________ Date_Septemb9r-_181_-.1987 Test Pit No. minutes per inch Depth of Test Pit------ 44 Test Pit No. 3_.�_.2____n minutes per inch Dept of Test Pit.......12_1.____. Depth to ground water N/A - o ground water..... [A-•__--_--- 9 --•-----•-------------------•--•--•-•-•---•-------------------------..._..------••-•••-•••-•••----•.....-••••--••-----•--------------•-•--------••-•--••---- 0 Description of Soil.........5PP_---AttdQh.e.d..........TA 2-0 ........ "gip T 2!?- �---§v$ e.-................................. U Z. •-------------------------------•-•---------------•--------•------------•------------•-----•-----------------------------------•---•- ............................................................... U Nature of Repairs or Alterations—Answer when applicable................................................................................................ -------------------------------------------------------•-----•-•--------•--•--•-----•------•-----------•---...----------------------•------------------------.--------------------------•-----......---- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has bee ssue by the board of 1 lth. Signed----- = ... Qi ,n �_ Date Application Approved BY. ..w"?-.-� ..----•----- ----••---------•------ Date Application Disapproved for the following reasons-..............................................................1.==............................................... ••-•----------•--••-•-----------------•--....------....------•--------•...---------- Date PermitNo........ .t�.-...1. ---••••-•------------ Issued....................................................... Date No...... ..._�:?:h' Fss............ ......... THE COMMONWEALTH OF MASSACHUSETTS BOARD O*F HEALTH TOWN BAR. NlT1. ALE ...........................................OF..................................................... ........................................ Appliratiun for Dispaii al Works Tonstrnrtion rrutit Application is hereby made for a Permit to Construct ( or Repair ( ) an Individual Sewage Disposal System at: Corner of Independence Dr, & Communic� tons Inlay, Hyannis, Building 6. ................_....___.................. • ..- ........................ ...-----......-----...------------•---••-•---------•-----•---------._............. •-•--- Independence ^'rush; Aiamarret Place, Route 132, IIyaflrrf'td,' MA 02601 ........................................................................................••...... ._......--- Owner Address W U Type of Building Installer ..... Size Lot 580,219 Sq.nfeet Dwelling—No. of Bedroom . .----Expansion Attic ( ) Garbage Grinder (?O) 114 Other—Type of Building ............................ No, of persons....................._.:.._ Showers ( ) =- Cafeteria ( ) dOthers Fixtures --------------- 1.Oaa---s--.€t-.-/da ---------------------------------545--------•-----------.......--•--......---- W Design Flow............................................gallons Total daily flow----------------....---------...............alops. lrz WSeptic Tank—Liquid"capacity.. ... gallons " ,Length__ .�...... Width,............ Diameter................ Depth._ _:_ ._... x Disposal Trench—No..................... Width.................... Total Length.................... Total leaching area-------- t sq.ft. Seepage Pit No..._�:.............. Diameter:--.... Depth below inlet._S'_�'______. Total leaching area......'.��_._sq. ft. Z Other Distribution box (X) Dosing tank ( ) a Percolation Test Results 2 Performed by.._.G_`ephen__Haa5.._._.Z_2t.-..._ September 18 ,. 1987 Date a Test Pit No. 1..'� .......minutes per inch Depth of Test Pit....... .._. Depth to ground water______ (� Test Pit No.4 .........minutes per inch Depth ,of Test Pit....... Depth to ground'water........................ ----------------------- ....................................... .---------------- ::.:---•----------•---------------------------------...................-•--•- O Description of Soil...-----wee Attached TP4..'7----•-. �� 7 - Sty So_rt---------------------------------- ......................... W " &-.:�^ x ------------------------------ --•--•-----------•-----•--•----•••--••••---•---------------••._......------------•-•••---••-•------•---•-•-----------•-•---•---••-•••----••--•••......--....._.......... V Nature of Repairs or Alterations—Answer when applicable............................................................................................... Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TiTL E 5 of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the board of 1#1th. �, Signed............. J,:.............. ..•---.... ..� �-t�= ----------------- .........................._.... 4l" ! Date Application Approved BJ Date Application Disapproved for the following reasons:--•-----------••-•----------•-------•------------------•------------------------•-•-----•-............•---•---- ..-•-••••-•---••--•--•-•-----•--•....................••-•-•--.....•••--•••...••---------•----•-......-•-•••---••••-•--•--•--••-•--•-•-•-----•-----•--------•-•--••-•••---•----••----••-•••••--•--------- Date PermitNo.......... .................... Issued....................................................... Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN BARNSTABLE, ............................OF.................................................................................... (9rdif iratr of Tontplianrr THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired ( ) by.................................................................................................................................................................................................... Installer at...................................................................................................................................................................................................... has been installed in accordance with the provisions of TIT E 5 of The State Sanitary Code as described in the application for Disposal Works Construction Permit No......................................... dated................................................ THE ISSUANCE OF THIS CERTIFICATE SHALT. NOT BE CO STRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE................................................................................ Inspector...---...--- .1 . .................................................. THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN BARNSTABLE No._._... S OF..................................................................................... .�.� ��-. FEE..........: ...•...... �i��rou�� orko �on,��rnr#ion rrnti� Permissionhereby granted................................................................................................... ........................................ to Construct ( ) or Repair ( ) an Individual Sewage Disposal System atNo............ -r .. S t: R ._.:.- -- ..............................................................•. Street as shown on the a plica ion for Disposal Works Construction mit No..... Da ....:... � ......... ......... B f He It DATE. .../ FORM 1255 HOBBS & WARREN. INC.. PUBLISHERS i A ICJ SOIL TEST PIT DATA Test Pit #1 Date : September 18 , 1987 Test By: Stephen Haas Witnessed By: Jerry Dunning 0 - 3 . 5' - Top and Subsoil 3 . 5' - 6' - Sand 6' - 12' - Med-Coarse Sand , Some Gravel No Water Perc . Rate : Perc @ 3 . 5' < 2 min./inch Test Pitt Date : September 18 , 1987 Test By: Stephen Haas Witnessed By: Jerry Dunning 0 - 2' - Top and Subsoil 2 ' - 5' - Fine-Med . Sand , Some Gravel 5' - 13 ' - Med-Coarse Sand , Some Gravel No Water Test Pit '#3 Date: September 18 , 1987 Test By: Stephen Haas Witnessed By: Jerry Dunning 0 - 2 ' - Top and Subsoil 2 ' - 12 ' - Fine-Med . Sand , Some Gravel No Water Perc . Rate : Perc @ 2' < 2 min ./inch Test Pit #4 ate : September 18 , 1987 Test By: . Stephen Haas Witnessed By: Jerry Dunning 0 - 3 ' - Top and Subsoil 3 ' - 12 ' - Med-Coarse Sand and Gravel No Water Test Pit #5 Date : September 18 , 1987 Test By: Stephen Haas Witnessed By: Jerry Dunning 0 - 2' - Top and Subsoil 2 ' - 12 ' - Fine-Med . Sand No Water ii p 4 Test Pit #6 Date : September 18 , 1987 Test By: Stephen Haas Witnessed By: Jerry Dunning 0 - 2 . 5' - Top and Subsoil 2 . 5' - 14 ' - Fine-Med . Sand , Trace Gravel No Water Test Pit #7 Date : September 18 , 1987 Test By: Stephen Haas Witnessed By: Jerry Dunning 0 - 3 ' - Top and Subsoil 3 ' - 12 ' - Fine-Med . Sand No Water Test Pit #8 Date : September 18 , 1987 Test By: Stephen Haas Witnessed By: Jerry Dunning 0 - 2 ' - Top and Subsoil 2 ' - 8' - Fine Sand , Trace of Clay 8' - 14 ' - Med-Coarse Sand and Gravel No Water Test Pit #9 Date : September 18 , 1987 Test By: Stephen Haas Witnessed By: Jerry Dunning 0 - 2' - Top and Subsoil 2 ' - 9' - Fine Sand , Trace of Clay 9 ' - 14 ' - Med-Coarse Sand and Gravel No Water Test Pit #10 Date : September 18 , 1987 Test Bv: Stephen Haas Witnessed By: Jerry Dunning 0 - 2 ' - Top and Subsoil 2 ' - 6' - Fine Sand 6 ' - 12 ' - Fine-Med . Sand , Some Gravel No Water lv'OEEP X 6�O/A TS /000 S.F. 1500 = 7000 S.F. o SLOG. TANK 5 T.O. F. Co 4. o T. O. F <08: O T.O. F. R=7.04 b00, _.� � � t P� i f �. 66 6'o�EPx 6-rWA/ O .ZO' N ZOO Z O h 20� ZO W/3'S A PST ►, 20, 7 . �vNl rs O 7,000 p 5.,o _ �o•BLOG ?o unuTy MAN �SOO AG. 6 3�I6 p N SEPTA S C TANk �`. O• F. 71 . 5 0 70.-5 b �o•T.0, F. 20� h 2O' zoo 20 20 , 3 l = 10•�. 1 e � l BLDG.. _ 6 , INVERT ELEVATIONS: 4' INVERT AT BUILDING 4' INVERT AT SEPTIC TANK(In) 4' INVERT AT SEPTIC TANK(out) 4' INVERT AT DIST. BOX(in; 4' INVERT AT DIST. BOX(out) INVERTS AT LEACHING FACILITY: INV AT LEACHING PIT LS,9-7 . BOTTOM OF PIT OBSERVED GROUNDWATER . 1 ELEVATION N DESIGN CRITERIA: DESIGN FLOW: OFFICE FLc,0 -75 G-PV1 1 0 00 5 P 000 I000 X -75 = 5 2 5 CTPD REQUIRED SEPTIC TANK: 59, 5 X 15004 = -78 -7 GAL SEPTIC TANK PROVIDED: = 15 D O GAL SIZE OF LEACHING FACILITY REQUIRED: DESIGN PERC.RATE: � °�` MNJNCH SIZE OF LEACHING FACILITY PROVIDED: I —& I TJEG'p X rv ' D IA , P IT 51 0tiJ 1 s Ij7E 2145.F A2, 5 = GP $o TIC M 11:3 S.P.X1. o = 1 1 3 GPp 3a7 sF =l047 &PD MASTER DEED nF INDEPENDENCE PLACE CONDOMINIUM A Commercial Condominium Developers, ROBERT M. SHIELDS, JR. and ROBERT M. SHIELDS, SR. , Trustees of INDEPENDENCE TRUST, under Declaration of Trust dated June 1 , 1987, and recorded in the Barnstable County Registry of Deeds in Book Page , of 973 Iyanough Road, Barnstable (Hyannis) , Barnstable County, Massachusetts, hereinafter called "Declarants", being the sole owners of the land and build- ings known as INDEPENDENCE PLACE CONDOMINIUM, Independence Drive and Communica- tion Way, Independence Park, Hyannis, Barnstable County, Massachusetts, described in Schedule A attached hereto and made a part hereof, hereby submit said land together with the buildings, improvements and structures located thereon and all easements, rights and appurtenances belonging thereto to the provisions of Chapter 183A of the General Laws of Massachusetts, as amended, and propose to create and do hereby create, with respect to said land, build- ings, improvements, easements, rights and appurtenances, a condominium to be governed by and subject to the provisions of said Chapter 183A, and to that end they hereby declare and provide as follows: 1 . NAME: The name of the condominium shall be INDEPENDENCE PLACE CONDO- MINIUM, thereafter referred to as Condominium. 2. PREMISES: The premises that constitute the Condominium are set forth in Schedule A attached hereto and have the benefit of, as the case may be, the easements, encumbrances, restrictions and appurtenant rights as referred to and - 1 - as set forth and contained in this Master Deed and the Schedules attached here- to. 3. DESCRIPTION OF BUILDINGS: There are six (6) buildings in that por- tion of the Condominium entitled "INDEPENDENCE PLACE" and nine (9) buildings in that portion of the Condominium entitled "INDEPENDENCE SELF STORAGE". The buildings in INDEPENDENCE PLACE are numbers 1 , 2, 3, 4, 5 and 6. Buildings 1 , 2 and 3 contain eight (8) units each, designated A, B, C, D, E, F, G and H in each building, and buildings 4, 5 and 6 contain seven (7) units each, desig- nated A, B, C, D, E, F and G in each building. The buildings are wood frame construction on a poured concrete slab. The units are heated and cooled by electric heat pumps. All the buildings are one and one-half (1 1/2) stories. The buildings in INDEPENDENCE SELF STORAGE are metal and steel construction on a concrete slab. They are one (1 ) story. 4. DESCRIPTION OF UNITS: The designation of each unit together with a statement of its locations, approximate area and immediate common area to which it has access and any other data necessary for its proper identification and other descriptive specifications thereof are set forth in Schedule B attached hereto and made a part hereof. The boundaries of the units in INDEPENDENCE PLACE and INDEPENDENCE SELF STORAGE, with respect to the floors, ceilings, walls, doors and windows, are: A. Floors: The plane of the lower surface of the floor joists and, with units having a concrete floor, the unfinished lower surface thereof. B. Roofs: The exterior surface of the roof shingles. - 2 - i I C. Exterior Building Walls, Doors and Windows: As to the walls, the exterior surface of the shingles or other sidings; as to doors, the exterior surface thereof; and as to windows, the exterior surface of the glass and of the window frames. 5. DESCRIPTION OF THE COITION AREAS AND FACILITIES: The common areas and facilities of the Condominium ("Common Elements") consist of the entire prep- ises including all parts of the buildings and improvements thereon, other than the units, and include, without limitations, the following: A. Such areas and items listed as such in Section 1 of said Chapter 183A and all areas and facilities of the Condominium as are not within a unit of the Condominium. B. The land on which the buildings are erected. C. The foundation, structural columns, girders, beams, supports; those portions of the exterior walls of the buildings beyond the exposed face of the drywall on the unit side of such walls; those portions of all walls which enclose units and divide them from corridors, stairs, and other conanon areas and located beyond the unfinished surface of the unit side of such walls; those portions of the walls located between the units within the unfinished faces of such walls on either side thereon; the concrete .floors; those portions of the ceilings of units beyond the exposed face of the dropped ceilings to the exterior surface of the roof shingles. D. All conduits, ducts, pipes, plumbing, wiring, flues and other facilities for the furnishing of utility services, including, but not limited to, power, light, telephone and water, which are contained in portions of the buildings contributing to the structure or support thereof, and all such facil- 3 - r ities contained within any unit which serve parts of the Condominium other than the unit within which such facilities are contained. E. All walks, lawns, fences, railings, utility rooms, stairways, halls, corridors, steps, lighting fixtures, plants, parking areas and other im- proved or unimproved areas not within the units. F. All drainage pipes and waste disposal systems. G. All other apparatus and installations in the buildings intended for common use or necessary or convenient to the existence, maintenance or safety of the buildings, including the elevators. The common areas and facilities in that portion of the premises known as INDEPENDENCE PLACE shall be subject to the provisions of the By-laws of the INDEPENDENCE PLACE CONDOMINIUM ASSOCIA`1'ION, hereafter referred to as "By-laws", and to rules and regulations which may be promulgated pursuant thereto with respect to the use and maintenance thereof. The corcmon areas and facilities of that portion of the premises known as INDEPENDENCE SELF STORAGE shall be sub- ject to the provisions of the By-laws of the INDEPENDENCE PLACE SELF STORAGE CONDOMINIUM ASSOCIATION, hereafter referred to as "By-laws", and to rules and regulations which may be promulgated pursuant thereto with respect to the use and maintenance thereof. 6. PROPORTIONATE INTEREST OF UNITS TO COMMON AREAS: Schedule C attached hereto and made a part hereof gives the percentage interest of each unit in the common areas and facilities of the Condominium, which percentage was computed as required by the provisions of said Chapter 183A. 7. FLOOR PLANS: There is recorded herewith a set of the floor plans of 4 - i the buildings showing the layout, location, unit numbers and dimensions of the units, stating the name of the buildings, and bearing the verified statement of a registered land surveyor, certifying that the plans fully and accurately depict the layout, location, unit numbers and dimensions of the units as built. 8. USE OF UNITS: A. The buildings and each of the units are intended to be used solely for the maintenance of business uses as now or hereafter permitted in a Industrial District under the Town of Barnstable Zoning By-laws, and purposes which, in the case of the unit owner or occupant, are incidental to the main- tenance of such uses and in accordance with the restrictions herein and in the By-laws of INDEPENDENCE PLACE CONDOMINIUM ASSOCIATION and INDEPENDENCE SELF STORAGE CONDOMINIUM ASSOCIATION. B. No unit is designed for, nor may it be used for, occupancy for residential purposes, except for the Manager's quarters located in BUILDING in INDEPENDENCE SELF STORAGE. C. The buildings and each of the units shall be used only for pur- poses which are consistent with and appropriate to the design of the buildings and for which adequate stair, ventilation, plumbing and similar facilities exist, and each unit shall be used only for such purposes and to such extent as will not overload or interfere with any common areas and facilities or the enjoyment thereof by the other unit owners and occupants. D. No owner or occupant of a unit shall do, or suffer or permit to be done, anything in any unit which would impair the soundness or safety of the 5 - building or any of the units therein, or commit or permit any violation of the insurance policies taken out by the Board of Managers of INDEPENDENCE PLACE CONDOMINIUM ASSOCIATION and INDEPENDENCE SELF STORAGE CONDOMINIUM ASSOCIATION, hereinafter referred to as "Board", or do or permit anything to be done, or keep or permit anything to be kept, or permit any condition to exist which would result in the increase in the insurance rate or premium, unless, in the case of such increase, the unit owner responsible for such increase, or the unit owner whose tenant or occupant is responsible for such increase, shall pay the same. The amount of such increased rate or premium which shall be due the Board may, without prejudice to any other remedy of said Board, be enforced by assessing the same to the particular unit and its owner in accordance with the By-laws. E. No owner or occupant of a unit shall do, suffer or permit to be done anything in any unit or the common areas and facilities of the Condominium which would be noxious or offensive or in interference with the peaceful pos- session and proper use of other units, or which would require any alteration of or addition to any of the common elements to be in compliance with any appli- cable law or regulation, or which would otherwise be in violation of law. F. Except as hereinafter provided, no owner of a unit shall, with- out the written approval and consent of the Board, place or suffer to be placed or maintained (i) on any exterior door, wall or window of the unit, or upon any door, wall or window of the common elements, any sign, awning or canopy, addi- tion or advertising matter or other thing of any kind, or (ii) any decoration, lettering or advertising matter within the unit which shall be visible from the - 6 - exterior thereof; provided that the Board shall establish reasonable and uni- ZZ form regulations permitting the placement and maintenance by each owner of identifying signs and insignia of such sizes and materials and in such loca- tions as shall be architecturally suitable and appropriate to the design and function of the Condominium. G. No animals of any kind, including birds, reptiles and ordinary household pets, shall be kept or permitted in any unit or the common areas and facilities, except guide dogs for the blind. H. The Board of Managers of INDEPENDENCE PLACE and INDEPENDENCE SELF STORAGE shall from time to time designate parking areas for each unit, including areas for employees, guests and customers of unit owners and/or occu- pants within each area. Overnight parking during snow season and overnight parking generally shall be regulated and as directed by the relevant Board of Managers. I. No outside parking or storage of junk cars, boats, motor homes or other vehicles other than registered permitted vehicles, and no continuous parking of vehicles for advertising purposes, except that outside storage may be permitted at INDEPENDENCE SELF STORAGE by the Board of Managers. J. No trash shall be kept in a common area other than in a dumpster or other area designated by the Board of Managers. Each unit shall be desig- nated an area in which to maintain a dumpster or similar trash receptacle out- side the rear of each unit. K. No outside or visible antennas, wires, air conditioners, or other apparatus shall be permitted without written permission of the Board of 7 - Managers. L. No improperly stored material shall be permitted and all fire and Board of Health rules concerning storage shall be strictly complied with. M. All visible (from exterior) material, including, but not limited to, shades, drapes, venetian blinds and other matters, if permitted, shall be approved by the Board of Managers to provide a uniform exterior appearance. N. No unit shall be leased without the prior written approval of the Board of Managers, who shall have the right to deny permission to lease if they feel that the proposed use would be detrimental to the other units, except that no lease shall be denied by the Board of Managers on account of race, creed, color, sex or national origin; said permission to lease shall not be unreasonably withheld or delayed on account of race, creed, color, sex or national origin; and written notice of the Board of Managers' decision shall be given within thirty (30) days of receipt of said request to lease. 0. The architectural integrity of the buildings and the units shall be preserved without modification, and, to that end, without limiting the gen- erality of the foregoing, no balcony enclosure, awning, screen, antenna, sign, banner or other device, and no exterior change, addition, structure, projec- tion, decoration or other feature shall be erected or placed upon or attached to any such unit or any part thereof, no addition to or change or replacement or any exterior light, door mocker or other exterior hardware shall be made, and no painting, attaching of decalcamania or other decoration shall be done on any exterior part or surface of any unit nor on the interior surface of any window, without the written consent of the Board of Managers of INDEPENDENCE _ 8 _ PLACE CONDOMINIUM ASSOCIATION or the Board of Managers of INDEPENDENCE SELF STORAGE CONDOMINIUM ASSOCIATION. P. No unit shall be used for any of the following activities with- out the approval of the Town of Barnstable Board of Health and the Board of Managers: Airplane, boat and motor vehicle service and repair Chemical and bacteriological laboratory operation Cabinet making Dry cleaning Electronic circuit assembly Metal plating, finishing and polishing Motor and machinery service and assembly Painting, wood preserving and furniture stripping Pesticide and herbicide application and storage Photographic processing Printing Jewelry cleaning Automobile, boat and motor vehicle washing Automobile, boat and motor vehicle rustproofing Any activity involving the use of radioactive materials Dentist and doctor's office Food processing 9. AMENDMENT OF MASTER DEED: This Master Deed may be amended by an instrument in writing (i) signed by the owners of units entitled to eighty (80%) percent or more of the undivided interest in the cannon areas and facili- ties, and (ii) signed and acknowledged by a majority of the Board, and (iii) duly recorded with the Barnstable County Registry of Deeds; provided, however, that: (a) No instrument of amendment which alters the dimensions of any unit shall be of any force or effect unless the same has been signed by the owners Of the unit so altered; (b) No instrument of amendment which alters the per- centage of the undivided interest to which any unit is entitled in the common areas and facilities shall be of any force or effect unless the same has been 9 _ signed by the owners of all of the units; (c) No instrument of amendment affecting any unit in a manner which impairs the security of a first mortgage of record thereon shall be of any force or effect unless the same has been assented to by such holder; and (d) No instrument of amendment which alters this Master Deed in any manner which would render it contrary to or inconsis- tent with any requirements or provisions of said Chapter 183A of the General Laws of Massachusetts shall be of any force and effect. 10. SPECIAL AMENDMENT: Notwithstanding anything herein or in the By-laws to the contrary, Declarants reserve the right and power to enact and record with the said Barnstable County Registry of Deeds one or more special amend- ments to this Master Deed and/or the By-laws, at any time and from time to time, which amends this Master Deed or by By-laws: (i) to comply with require- ments of the Federal National Mortgage Association, the Governmental National Mortgage Association, the Department of Housing and Urban Development, the Federal Housing Association, the Veterans Administration, or any other govern- mental agency or any other public, quasi-public or private entity which performs (or may in the future perform) functions similar to those currently performed by such entities (herein collectively called the "Secondary Mortgage Market Entities") ; (ii) to induce any of such Secondary Mortgage Market Entities to make, purchase, sell, insure or guarantee first mortgages covering ownership of any units in this Condominium; (iii) to bring this Master Deed and By-laws into compliance with the condominium law; or (iv) to correct clerical and typographical errors in this Master Deed or any By-laws. In furtherance of the foregoing, a power coupled with an interest is hereby reserved and granted 10 - to Delarants to vote in favor of make or consent to an such - , , y Special Amend ment(s) on behalf of each unit owner. Each deed, mortgage, other evidence of obligation, or other instrument affecting a unit and the acceptance thereof shall be deemed to be a grant and acknowledgment of, and a consent to the reservation of, the power of the Declarants to vote in favor of, make, execute and record Special Amendments. The right of the Declarants to act pursuant to rights reserved or granted under this Section shall automatically be deemed to have been assigned by Declarants (without further written confirmation, act or deed) to the Trustees at such time as the Declarants cease holding title to a unit in the Condominium, unless a prior assignment of such rights has been made by Declarants. 11 . CONDOMINIUM ASSOCIATION - NAME AND BY-LAWS: The organization through which the unit owners will manage and regulate the Condominium established hereby is an unincorporated association known as INDEPENDENCE PLACE CONDOMINIUM ASSOCIATION as to those comnon areas shown on the Master Site Plan as "INDE- PENDENCE PLACE", and INDEPENDENCE SELF STORAGE CONDOMINIUM ASSOCIATION as to those areas shown on the Master Site Plan as "IN-DEPENDENCE SELF STORAGE". Said Associations have been formed and have enacted By-laws pursuant to said Chapter 183A which are recorded herewith. All unit owners in INDEPENDENCE PLACE CONDOMINIUM shall be members of the relevant Association of unit owners and such owners shall have an interest in proportion to the percentage of undivided interest in the ccmnon areas and facilities to which they are entitled hereunder as set forth in Exhibit D. The The names and addresses of the original and present Board of Managers thereof are as follows: - 11 - f Robert M. Shields, Jr. 973 Iyanough Road Hyannis, Massachusetts 02601 Robert M. Shields, Sr. 129 Airport Road Hyannis, Massachusetts 02601 12. ENCROACHMENTS: If any portion of the common elements now encroaches upon any other unit or upon any portion of the common elements, or if any such encroachment shall occur hereafter as a result of settling of the buildings or alteration or repair to the common elements made by or with the consent of the Board or as a result of repair or restoration of the buildings or a unit pa ng thereof after damage by fire or other casualty, or as a result of condemnation proceedings, each unit owner shall have the benefit of and be subject to a valid easement which shall exist for such encroachment and for the maintenance of the same so long as the building stands. 13. UTILITIES AND COMMON ELEMENTS: Each unit owner shall have an ease- ment appurtenant to his unit in common with the owners of all other units to use all common facilities and elements located in any of the other units or elsewhere in the premises and serving his unit. Each unit shall be subject to an easement in favor of the owners of all other units to use the common facili- ties and elements serving the other units and located in such unit or elsewhere in the premises. Except in cases of an emergency, only after twenty-four (24) hours notice, the Board shall have a right to access to each unit to inspect the same to remove violations therefrom, to correct violations of this Master Deed and the By-laws, and to maintain, repair or replace the common elements contained therein or elsewhere in the building. 12 - 14. UNITS SUBJECT TO MASTER DEED, UNIT DEED, BY-LAWS, AND RULES AND REGULATIONS: All present and future owners, tenants, visitors, servants and occupants of units shall be subject to and shall comply with the provision of this Master Deed, the Unit Deed, the By-laws and the Rules and Regulations, as they may be amended from time to time. The acceptance of a deed or conveyance or the entering into occupancy of any unit shall constitute an agreement that (a) the provisions of this Master Deed, the Unit Deed, the By-laws, and the Rules and Regulations as they may be amended from time to time are accepted and ratified by such owner, tenant, visitor, servant or occupant, and all such provisions shall be deemed and taken to be covenants running with the land and shall bind any person having at any time any interest or estate in such unit, as though such provisions were recited and stipulated at length in each and every deed or conveyance or lease thereof, and (b) a violation of the provisions of this Master Deed, the Unit Deed, By-laws or Rules and Regulations by any such person shall be deemed a substantial violation of the duties of the Condominium unit owner. 15. EASEMENTS: To the extent permitted by law, the Board may grant ease- ments and relocate easements for the installation of utilities, improvements of the Condominium and similar purposes. No easement hereafter granted or relo- cated shall affect or impair the rights of existing mortgagees who have not consented to the same in writing. The Board may modify or relocate the access and entrance ways to the Condominium land or buildings from time to time, sub- ject to the adjustments as would be required for the control and maintenance of the common areas, and subject to the ordinances and zoning regulations of the 13 - f municipal authorities having jurisdiction thereof, and subject to the interest and consents of any mortgagees. 16. CAPTIONS: The captions herein are inserted only as a matter of con- venience and in no way define or limit the scope of this Master Deed or the intent of any provisions hereof. 17. INVALIDITY: This Master Deed is set forth to comply with the re- quirements of Massachusetts General Law, Chapter 183A. The invalidity of any provisions of this Master Deed because of conflict with said Chapter or other- wise shall not be deemed to impair or affect in any manner the validity, enforceability or effect of the remainder of this Master Deed and, in such event, all of the other provisions of this Master Deed shall continue in full force and effect as if such invalid provision had never been included herein. 18. WAIVER: No provisions contained in this Master Deed shall be deemed to have been abrogated or waived by reason of any failure to enforce the same, irrespective of the number of violations or breaches which may occur. WITNESS our hands and seals this day of 1988. INDEPENDENCE TRUST Robert M. Shields, Jr., Trustee Robert M. Shields, Sr., Trustee COW40NWEUTH OF MASSACHUSETPS Barnstable, ss. 1988 Then personally appeared the above named Robert M. Shields, Jr. and Robert M. Shields, Sr and acknowledged the foregoing instrument to be their free act g eg ng and deed, as Trustees, before me, Notary Public My Commission expires: - 14 - We are seeking to modify conditions 3 and 4 of the Board of Health' s letter to Robert Shi-elds, Jr. dated March 16, 1988 . (copy attached) Condition 3 to read: The self storage units shall not be supplied with electricity, heat, or water, except for the basements of buildings 3 and 4 which will be allowed to have a climate control system (50-60o humidity, 60-70 degrees F) controlled from the office for. the purpose of storing materials sensitive to temperature and humidity. (antiques , certain rugs, clothes, documents, etc. ) Condition 4 to read: The storage of automobiles and lawn mowers are not authorized in the self storage space units unless all oil and gasoline is drained from them prior to storaae and disposed of in a proper manner. No.— # P, l V DATE P�oF t►+e toy` TOWN OF BARNSTABLE FEE — OFFICE OF DAH!lT1hi�` At 1 BOARD OF HEALTH pO t639 639 D MAY k\ 367 MAIN STREET. HYANNIS. MASS. 02601 VARIANCE REQUEST FORM All variance requests must be submitted five (5) days prior to the scheduled Board of -Health meeting. NAME OF APPLICANT -Ar. Robert Shields, Jr. TEL. NO. 771-3400 ADDRESS OF APPLICANT 973 Iyanough Road, Hyannis, MA 02601 NAME OF OWNER OF PROPERTY Same SUBDIVISION NAME Independence Park DATE APPROVED ASSESSORS MAP & PARCEL NO. & & o LOCATION OF REQUEST Corner of Independence Dr vi e& Communications sway VARIANCE FROM REGULATION (List regulation) VARIANCE REQUESTED (Specific request) REASON FOR VARIANCE (May attach letter if more space needed) See attached PLANS - Two copies of plan must be- submitted clearly outlining variance requested. VARIANCE APPROVED NOT APPROVED REASON FOR DISAPPROVAL Grover C. M. Farrish, M.D., Chairman Ann Jane Eshbaugh James H. Crocker, Sr. BOARD OF HEALTH TOWN OF BARNSTABLE t r . J i - � � T ::, PLACE CONDOMINIUM ASSOCIATION or the Board of Managers of INDEPENDENCE SELF STORAGE CONDOMINIUM ASSOCIATION. P. No unit shall be used for any of the following activities with- out the approval of the Town of Barnstable Board of Health and the Board of Managers: Airplane, boat and motor vehicle service and repair Chemical and bacteriological laboratory operation Cabinet making Dry cleaning Electronic circuit assembly Metal plating, finishing and polishing Motor and machinery service and assembly Painting, wood preserving and furniture stripping Pesticide and herbicide application and storage Photographic processing Printing Jewelry cleaning Automobile, boat and motor vehicle washing Automobile, boat and motor vehicle rustproofing Any activity involving the use of radioactive niaterials Dentist and doctor's office Food processing 9. AMENDMENT OF MASTER DEED: This Master Deed may be amended by an instrwent in writing (i) signed by the owners of units entitled to eighty (00%) percent or more of the undivided interest in the comnon areas and facili- ties, and (ii) signed and acknowledged by a majority of the Board, and (iii) duly recorded with the Barnstable County Registry of Deeds; provided, however, that: (a) No instrunent of amendment which alters the dimensions of any unit shall be of any force or effect unless the same has been signed by the owners of the unit so altered; (b) No instrument of amendment which alters the per- centage of the undivided interest to which any unit is entitled in the common areas and facilities shall be of any force or effect unless the same has been 9 _ Madaket Place B12 Route 28 Mashpee MA 02649 S C November 3, 1988 Mr. Jerry Dunning 508 477 2525 Barnstable Health Department 367 Main Street —Hy=ann s —MA- 0 2-601 Re: Subsurface Sewage Disposal Systems Corner of Independence Drive and Communications Way BSC File No. 3 .3033 .10 Sewage Nos. 88-120 through 88-125 Dear Jerry: This is to certify that this office has inspected the construction of the above mentioned septic systems. We found that the systems are installed as per the design plans prepared by the BSC Group-Cape Cod, Inc. dated October 5, 1987, .revised to August 12, 1988. If you have any questions, please feel free to call. Very truly yours, THE BSC GROUP-CAPE COD, INC. C Environmental Stephen A. Haas Scientists Project Manager Engineers 2SAH14/mms Architects Planners Surveyors I The BSC Group—Cape Cod Inc r pF 1HE Tp� I T'_E PLAN REVIEW � o� FOR OFFICE USE ONLY BaxNsras� DATE RECEIVED APPL I CAT ss.ION y Ma ACTION DUE BY 1639• a`0 SITE PLAN # SPo 6 rE°MAC ACTION DATE OF ACTION LOCATION Legal Description See Attached. Planning Board Subdivision Number: 594 Assessors Map and Parcel Number: __Map *114 Lots 41 R 43, Map 2A6 Tnr 31 Property Address: _Corner of Tnde=enrlenre Dri va and C:nmmimi rai-i nn Wa'3t OWNER: ANT Independence Trust Name: Indepe ndence endence Trust Name: Address: 973 Iyanough Road Address: Hyannis, MA 02601 Phone: 771-3400 Phone: , DEVELOPER CONTRACTOR Name: Same Name: The Shields Company Address: Address: 973 Iyanough Road Hyannis, MA 02601 Phone: Phone: 771-3400 ENGINEER AGENT Name: BSC - .Steve Haas Name: Address: 3261 Main Street Address: Barnstable, MA 02630 Phone: 362-8111 Phone: ZONING CLASSIFICATIONS) STORAGE TANK(S) UTILITIES District: Industrial EXISTING: PROPOSED: Sewer: Flood Hazard: C Number: N/A Number: N/A Public: Groundwater Overlay: WP+6P Size: Size: Private: x Above Ground:_ Above Ground:_ Water: LOT AREA: 580,071SQ.FT. Underground:_ Underground:_ Public: x Contents: Contents: Private: NUMBER OF BUILDINGS Electrical : Existing: PARKING SPACES CURB CUTS Aerial : Proposed: 15 - Requi red: 358 Existing: 0 Underground:_ Demolition: Provided: 361 Proposed: 1 Gas: On Site: x To Close: 0 Natural : x TOTAL FLOOR AREA ( in sq.ft. ) Off Site: Total : 1 Propane: Residential : 1,190 Other: Office: 498 IN HISTORICAL DISTRICT: (yes)_(no)x Phone: Medical Office: Aerial : x Business Condo:52,200.00 BUILDINGS OVER 50 YRS. OLD: (#)No Underground:_ Wholesale: Cable TV: Institutional : IN AREA OF CRITICAL ENVIRONMENTAL Aerial : N/A Industrial : CONCERN (E.O.E.A. ) : (yes)_(no)x Underground:_ Dead Storage 94,150 , � 4 CONTENTS OF SITE PLAID jhe Site Plan shall include one or more appropriately scaled":maps' or drawings oF°the. - property, drawn to an engineer's scale, clearly and accurately Indicating such elements of the following, Information as are pertinent to the development activity proposed: I) Legal description, Planning Board Subdivislon Number (if applicable), Assessors' Map and Parcel number and address (if applicable) of the property. ❑ 2) Name, address and phone number of the property owner, and applicant iF different than the property owner. ❑ 3) Name, address, and phone number of the developer, contractor, engineer, other design professional and agent or legal representitive. ❑ 4) Complete property dimensions, area and zoning classification of property. ❑ 5) Existing and proposed topographical contours of the property taken at two-Foot (2') contour intervals by a registered engineer or registered land surveyor. ❑ 6) The nature, locatfortiand size of all significant existing natural land features, including, but not llmit'ed to, tree, shrub, or brush m sses,..all individual trees over ten inches (1011) in caliper, grassed areas, large surface rock in.excess of six. feet (6') in diameter and soli features. ❑ 7) Location of all wetlands or waterbodies on the property a6d``Nithin one hundred feet (100') of the perimeter of the development activity. ❑ 8) The location, grade and dimensions of all present and/or proposed streets, ways and easements and any other paved surfaces. ❑ 9) Engineering cross-sections of proposed new curbs and pavements, and vision triangles measured in feet from any proposed curb cut along the street on which access is proposed. ;z ❑ 10) Location; height, elevation, interior and exterior dimensions and use of all buildings or structures, both proposed and existing; location, number and area of -floors; number and type of dwelling units; location of emergency exits, retaining walls, existing and proposed signs. ❑' 11) Location of all existing and proposed utilities and storage facilities including sewer connections, septic systems and any storage tanks, noting applicable approvals If received. ❑ 12) Proposed surface treatment of paved areas and the location and design of drainage systems with drainage calculations prepared by a registered civil engineer. ❑ 13) Complete parking and traffic circulation plan, if applicable, showing location and dimensions of parking stalls, 1.1viders, bumper stops, required buffer areas and planting beds. ❑ 14) Lightfng plan showir)b the location, direction and intensity of existing and proposed external light fixtures. ❑ 35) A landscaping plan showing the location, name, number and size of plant types, and the locations and elevation and/or helght?of planting beds, fences, walls, steps and paths. ❑ 16) A location map or other drawing at appropriate scale showing the general location and relation of the property to surrounding areas including, where relevant, the zoning and land u50 pattern or ad.]6cent propertle5, the existing Street 6yetem in ti-le area and location of nearby public facilities. ❑. 17) Location within an Historical District and any other designation as an, Historically Significant property, and the age and type of each existing building and ::'structure on the site which is more than fifty (50) years old. ❑ 18) Location of site with regard to Zones of Contribution for public supply wells as determined In a report entitled "Groundwater and Water Resource Protection Plan, Barnstable, Massachusetts" prepared by SEA Inc., Boston, MA, dated September, 1985, which is on file with the Town Clerk. AN ❑ .19) Location of site with regard to Flood Areas regulated by Section 3-5. 1 herein. ❑ 20) LocatfOh pf. site with regard to Areas .of Critical Environmental Concern as�" designated by the Commonwealth of Massachusetts, Executive Office of Environmental ''; Affairs. FERN, ANDERSON, DONAHUE. JONES & SASATT, P_ A. ATTORNEYS AT LAW DANIEL J. FERN (] P. D. BOX SIB RICHARD C.ANDERSON September 28, 1987 436 MAIN STREET ROBERT J. DONAHUE - •HYANNIS. MASSACHUSETTS 02SCI STEPHEN C. JONES AREA CODE 617 77S-S525 CHARLES M. SA13ATT Joseph Daluz, Building Inspector Town of Barnstable [� Town Hall Hyannis, Massachusetts 02601 Re: Robert M. Shields, Jr. et al Independence Park Dear Mr. Daluz: Enclosed please find application for building permit submitted on behalf of my clients. Should you need any further information please advise. Very truly yours, T�Stephen C. Jones SCJ/nef Enc. Parcel One Being shown as Lot 25A containing 91,795 square feet, more or less, on a plan entitled "Plan of Land in BARNSTABLE, MA Prepared for INDEPENDENCE PARK, INC. Scale 1" = 60' Date: 7/27/87 Being a Division of Lots 24, 25 & 26 shown in Plan Book 416, Page 7811, which plan is duly'recorded at the Barnstable County Registry of Deeds in Plan Book 443, Page 32. Parcel Two Being shown as Lot 27 containing 96,204 square feet, more or less, on a plan entitled "Sheet 2 INDEPENDENCE PARK BARNSTABLE, MASS. Scale 1" _. 60' February 18, 1986 down cape engineering, Civil Engineers Land Surveyors Rte. 6A - Yarmouth, Mass.", which plan is duly recorded at the Barnstable County Registry of Deeds in Plan Book 416, Page 78. Parcel Three Being shown as Lot 34 containing 392,072 square feet, more or less, on a plan entitled "Sheet 8 INDEPENDENCE PARK BARNSTABLE, MASS. Scale 1" = 60' February 18, 1986 down cape engineering, Civil Engineers Land Surveyors Rte. 6A - Yarmouth, Mass.", which plan is duly recorded at the Barnstable County Registry of Deeds in Plan Book 416, Page 84. Subject to and with the benefit of all rights, rights of way, restrictions, reservations or easements of .record, and especially to those as set forth in a deed from Independence Park, I'nc. to me, recorded prior hereto, to which deed reference is made for my title. z. 1 01 f11 iajua puB pancaaag Law Offices Of STEPHEN C. JONES, P.C. Suite 9, Newmarket Place 973, lyanough Road Hyannis, MA 02601 617-790-2655 February 5, 1988 Joseph Daluz p , Building u lding Inspector Town of Barnstable Town Hall Hyannis, Massachusetts 02601 Re: Robert M. Shields, Jr. et al Independence Park Project Dear Mr. Daluz• Please be advised that I represent Robert M. Shields, Jr, regard- ing the above project. It has come to my attention- that a position has been taken that the project is subject to the site plan review provi- sions of the Town of Barnstable Zoning By-law. %bile my clients are willing to review .the project with the site plan review, as a courtesy, it is my postion that the project is in no way subject to the site plan review procedure. Initially my clients applied for a building permit on September 28, 1987, as per the enclosed letter. Consequently, they are governed by the zoning by-law in effect on said date. Under Massachusetts General Laws, Chapter 40, Section 5, the effective date of the adoption or amendment of any zoning by-law is the date of Town meeting vote or publication. Since the by-law was not published or voted prior to Sepotember 28, 1987, this project is not subject to the amendment. The new by-law is also inapplicable to the project under Chapter 40A, Section 6. The lots are shown on a subdivision plan dated February 18, 1986, which plan was approved on March 24, 1986, and recorded on May 7, 1986, in Book 416, Page 78. Under Section 6, it is provided that "If a definitive plan . is submitted to a planning board for approval under the subdivision control law . . . the land shown on such plan shall be governed by the applicable provision of the zoning ordinance or by-law in effect at the time of the first such subdivision and for eight years from the date of the endorsement of such approval . Joseph Daluz, Building Inspector February 5, 1988 Page 2 Since the eight years have not elapsed, the new zoning by-laws do not govern its use. Moreover, since there was no site plan review pro- cedure in 1986, my client is governed by the 1986 zoning and is not subject to subsequent amendments. Please be assured that it is our intent to co-operate with the Town, but the project has been over a year in planning and has been reviewed by all the appropriate agencies as well as the design review committee of the Industrial Park, and it is impossible to make any changes at this late date. My clients I ve expended a great deal of time, effort and money in this process,,i' fu�ly within the law by which they were governed, and are in no position ;,t9 be delayed by new laws which they are not subject to. 1 Very truly yours, r" Stephen ,C.,Jones SCJ/nef Encs. i I A . M . WILSON , ASSOCIATES , ,INC . December 31, 1987 Barnstable Board of Health Town Hall Main Street Hyannis, MA 02601 Re: Independence Trust Project Independence Park Hyannis, MA (our project # 2 .0216 .0 ) Dear Mr. Kelly, + Attached please find Disposal Works Installation Permit Applications for land of Independence Trust off Communications Way and Independence Drive, Hyannis. The land is shown as lots 41 and 43 on Assessors Map 314 and lot 31 on Map 296 and contains approximately 13 . 3 acres . The project proposes construction of 94,150 square feet of self-storage space in multiple buildings. These units are garage-like in that they have no windows , no lights, water or heat. Early in the design process Mr . Stephen Haas, then of our office, approached you relative to septic system flow requirements for such a facility. We also made inquiry of DEQE and checked into other similar facilites in other communities. Our findings were that flows were generally calculated only for the office and manager ' s quarters . A letter was sent to you dated June 10 , 1987 (attached) requesting correction should you have wished us to design to some other standard. As no response was received to the contrary , this procedure was utilized in the design . It is, we feel, important to remember that in the absence of all utilities and windows the storage space cannot be subtroverted to another use involving human habitation. Thus a single septic system designed for a 220 gpd flow has been provided for the manager ' s apartment and office. The project also includes approximately 52 ,200 square feet of business or trade shop condominiums (45 units in 6 separate buildings) . These units may be used, in accordance with applicable zoning, for office space, warehousing , offices, light manufacture or wholesale distribution. There will be a deed restriction prohibiting indoor vehicular repair_ . Each building has been provided with its own separate septic system; three with design capacities of 780+ gpd and three with design capacities of 525+ gpd. These flows were based on office use as the highest flow potential for the buildings . 9 1 1 MAIN STRE ET , OSTE RVILLE MASSA C H USE TTS 02 6 5 5 6 1 7.4 2 8 •1 4 5 0 y a` It is our belief that the project meets both the constraints of Title 5 and the Barnstable Board of Health Regulations . By our own calculations confirmed by Walter Jacobson of the Town DPW, the site is more than 3000 ' from any sewer line. It is, however, within a Zone of Contribution. Wastewater flows are less than your required 330 gpd/acre (design flow=+4135 gpd; total area=+ 13 . 3 acres; average flow per acre therefore is approximately 311 gpd/acre) . Because of a recent subdivision of the land, the project is not subject to the recently approved Groundwater Protection Overlay District Zoning By-Law. It is subject and has been designed to conform to the New Wastewater Discharge Regulation. That general by-law requires that for new septic systems discharging more than 330 gpd within zones of Contribution and within 2000 ' upgradient of a water supply well no new system shall: 1) exceed 330 gpd/acre 2) discharge in excess of 2000 gpd through any " . . . individual on-site sewage disposal system. . . " As we understand it, the purpose of the regulation is two fold: to prevent nitrogen contamination and; to prevent creation of point source discharges . As previously noted, the average design flow for the project is less than 330 gpd/acre. To avoid creation of a point source discharge and to facilitate maintenance as it may be required from time to time over the life of the project , flows have been broken up into 7 seperate systems . Thus, although a portion of the site - the area closest to Communication way and extending as a triangle with the apex along Independence Drive - is mapped as lying within 2000 ' of a water supply well , we believe the design meets the criteria established by the Waste 'Water Discharge By-Law. Should you have any questions or require any additional information please don ' t hesitate to contact my office or Stephen Haas at BSC/Barnstable . Yours, A.M. WILSON ASSOCIATES, INC. Arlene M. Gai.1"son, res ' t attachments cc: Robert Shields , Jr . Stephen Haas Atty Stephen Jones 10amw21 A . M . W I L S O N , ASSOCIATES , I N C . A . M . W I L S O N , ASSOCIATES , INC Z � vzi (0 June 10, 1987 Mr. John Kelley, Director Barnstable Board of Health Town Hall Main Street Hyannis, MA 02601 Dear Mr. Kelley: Our office represents a client considering the construction of self-storage units in an area properly zoned for such a use. These units would be similar to those presently located on Route 28 in Hyannis near the Yarmouth Town line. The units are serviced; by a garage-type door. They have no windows, and are serviced .by .neither heat nor water. It fs the understanding of our office, based on precedent with DEQE and; other Boards of Health for projects elsewhere in the state and on the1'Cape, that flows for such a facility are based solely cn that needed for the manager 's quarters and office. The reason for this is that the units themselves are unsuitable and, in _fact, impossible to utilize for residential, office or shop use in accordance with the State Building Code requirements and are essentially a cluster of storage sheds for which no flow calculation is required under either Title V or existing local regulations. Should our interpretation of methodology for flow calculation for this. facility be incorrect, we would appreciate your contacting us right away. Your assistance in this matter is greatly appreciated. Yours, A. M. Wilson Associates, Inc. _-_ Stephen A. Haas Engineering Associate - cc: Robert Shields, Jr. Attorney Steve Jones 6AMW28/mg 91 1 MAIN STREET , O S T E R V I L L E , MASSACHUSETTS 0 2 6 6 6 61 7.428 •1460 Memorandum B S" Group 'To BARNSTABLE BOARD OF HEALTH From Stephen Haas Date January 29, .1988 Subject SEWAGE FLOW COMPUTATIONS SELF STORAGE UNITS Subsequent to sending the letter Dated June 10,1987, addressed to Mr. John Kelly, Director Barnstable Board of Health (Copy Attached) , I received a.phone call from Nancy Leichtner, then with the Barnstable` Health Department, and she informed me that our understanding stated in the letter concerning sewage flow computations for self storage units was correct. F a a+ A . M . W I L S O N , ASSOCIATES , I N C . SF Z v 2,4 June 10,, 1987 Mr. John Kelley, Director Barnstable Board of Health Town Hall Main Street Hyannis, MA 02601 Dear Mr. Kelley: Our office represents a client considering the construction of self-storage units in an area properly zoned for such a use. These units would be similar to those presently located on Route 28 in Hyannis near the Yarmouth Town line. The units are serviced,, by a garage-type door. They have no windows , and are serviced by neither heat nor water. It is the understanding of our office, based on precedent with DEQE an& other Boards of Health for projects elsewhere in the state and on the Cape, that flows for such a facility are based solely o'n that needed for the manager 's quarters and office. The reason for this is that the units themselves are unsuitable and, in fact, impossible to utilize for residential, office or shop `use in 'accordance with the State Building Code requirements and are essentially a cluster of storage sheds for which no flow calculation is required .under either Title V or existing local regulations. Should our interpretation of methodology for flow calculation for this. facility be incorrect, we would appreciate your contacting us right away. Your assistance in this matter is greatly appreciated. Yours, A. M. Wilson Associates, Inc. Stephen A. Haas En ineering Associate - cc: Robert Shields, Jr. Attorney Steve Jones 6AMW28/mg 91 1 MAIN STREET , O S T E R V I L L E , MASSACHUSETTS 0 2 6 6 6 617. 428 •1460 --- - --- r _ Transmittal The BSC Group—Cape Cod Inc 3236 Main Street Route 6A Barnstable Village MA 02630 617 362 8133 Bt�c The BSC Group To 720W A-f Date 34,4e We are sending you i Project No O�Enclosed ❑ Under separate cover Project000, via ❑ Direct from printer ❑ Taxi ❑ Other ❑ Messenger ❑ Mail the following items Shop Original F/I Prints ❑ Sepias ❑ Tracings ❑ Reports ❑ Drawings ❑ Drawings �❑ Mylar ❑ Linen ❑ Specifications ❑ Photocopies ❑ Samples ❑ Other Copies Date/Drawing No Last Revision Description e�7-- / S ❑ For your information ❑ Approved as submitted ❑ Resubmit copies for approval ❑ Unchecked ❑ Approved as noted ❑ Return corrected prints ❑.Preliminary ❑ Disapproved ❑ Submit copies for distribution ,Q�'Revised ❑ Returned for corrections Z Final Plans ❑ For your review and comment Remarks rZ Signed 'r G. fi' fV , Copy to If enclosures are not as noted,please contact us immediately WATER SPECIFICATIONS { FACILTIY TOTAL AVE. DAILY DAYS GALS ADDRESS CONTACT NAME SQ.FT. USE METERED USED PERSON Airport Mini Storage 36,525 111.12 180 20,000 New Bedford, MA Margaret Valgaris (617) 99 5-1844 M.A. Self Storage Centers 55,445 253.00 2, 190 553,440 Yarmouth, MA Yarmouth H2O Dept Rockland Mini Storage 67,285 135.05 361 . 48,750 Spring Valley, NY Buzz Victor (6,500cu.ft.x7.5) (303) 399-9955 Tell Dixie 46,350 .257.50 300 77,250.00 Pontiac, MI Buzz Victor (10,300x7.5) Shirlington Self-Storage 51,000 151.39 180 27,250 Arlington, VA Jack Sweeney (703) 820-0090 Atlantic Self-Storage 65,250 201.09 368 74,000 Alexandrea, VA Ann Winston (703) 556-9141 Atlantic Self-Storage 87,650 321.10 327 105,000 Hampton, VA Ann Winston (14,000cu.ft.x7.5) (703) 556-9141 I` Stars & Strips Self-Storage 34,862 257.97 29 7,481 Goose Creek, SC Andrew Dial (803) 765-0682 Warehouse Concept 39,918 181.82 33 6,000 Smyrna, GA Andrew Dial (803) 765-0682 Add-A-Space 60, 120 210.79 56 11,300 Chesnee, SC Andrew Dial (803) 765-0682 CAPE COD PLANNING AND ECONOMIC DEVELOPMENT COMMISSION 1ST DISTRICT COURT HOUSE, BARNSTABLE, MASSACHUSETTS 02630 TELEPHONES 617-362-2511 R` March 7, 1988 Mr. Thomas McKean, Director Health Department ' Town Hall Hyannis, MA. 02601 Dear Mr.McKean: This letter is in response to the Board of Health's request for comment concerning the Neil Feeley project on Plant Road. According to the submitted plan, the project entails discharging 2027 gallons per day of untreated wastewater on 1- 1/2 acres of land. It is our understanding that the project proponent originally applied for and received a variance from the 330 rule from the Board of Health in 1986. Later, when certain use changes occurred at the property, the proponent again appeared before the Board and was granted permission for the new use(s) of the property, with certain conditions, one of which was to implement a nitrate-nitrogen monitoring program. The project proponent has now developed such a plan in accordance with Board of Health requirements and is seeking approval of the plan by the Board. We offer the following comments on the plan: 1) In order to ascertain that the monitoring well is in the proper location to intercept an effluent plume from the leaching pits, the direction of groundwater flow in the vicinity must be considered. Using the refined water table contour map for eastern Barnstable (developed under the Cape Cod Aquifer Management Project) ( copy enclosed) the direction of flow across the site appears to be easterly. The existing monitoring well is placed south-southwest of the leaching pits, and is therefore not optimally sited to detect groundwater contaminants originating at the leaching pits for the project. 2) A monitoring well installed downgradient of the effluent discharge to intercept a wastewater plume should be placed so as to maximize the likelihood that it will reveal contamination if it is in fact occuring. The best means for achieving this objective is to install a cluster of three to five wells at varying depths to get cross-sectional information at distinct subsurface points. 3) Regardless of its physical location in relationship to the direction of groundwater flow, the details of the installation of the existing monitoring well are needed to judge its adequacy. For example, information regarding the construction of the well, (casing material, screen material, screen slot size, length of screen, backfilling material, type and placement of grouting in the annular space) , the penetration of the screen into the aquifer and the soil log accompanying the well are necessary to determine the suitability of the existing well for obtaining water quality data. If this information is available, our staff hydrologist is prepared to assist in its interpretation. 4) On page 2 of the Kurz Associates Monitoring plan, under Sampling Procedure, a question arises as to the yield of the existing monitoring well. A well with adequate slot size and screen length ( .010" and 5' respectively, for example) placed in purely outwash deposits would have no trouble yielding three times its volume for purposes of evacuating the well. If the well does not yield sufficiently, it either needs to be better developed, or it is located in less permeable materials, which would be a significant consideration in predicting the subsurface behavior of the wastewater effluent. 5) Background water quality information both upgradient and downgradient of the leaching facility is needed for purposes of i comparison with monitoring results. 6) Since groundwater flow direction in the subject area is likely F to shift under various recharge conditions and possibly under public supply well pumping conditions, the path of the plume is likewise apt to migrate back and forth over an area. Satisfactory monitoring of groundwater quality in an area of changing groundwater flow direction can be achieved by installing a curtain of wells across the anticipated breadth of shift in groundwater flow direction. In conclusion, the proposed monitoring plan is probably too simplified to provide information of value, since data will only be collected from one discrete point in the aquifer, and that point does not appear to be downgradient of the effluent discharge. Some options for the Board to consider are: a) require fleshing out of monitoring program b) require nitrogen removal from the effluent c) scale back usership of facility until sewer is available Aside from imposing conditions at the site itself, the Board of Health could consider requiring the applicant to acquire land or development rights to land within the zone of contribution that would provide the dilution capacity necessary to balance out f J 'F loading at the project site. Based on the following calculation, the proponent would need to procure the set-aside of approximately 10 acres of land. Assumptions: Flow NO3-N Concentration Warehouse 120 gpd 35 - 40 m 1 g/ 1 Offices 582 gpd 35 - 40 mg/1 Gym 1325 gpd 30 - 35 mg/1 TOTAL 2027 gpd Calculation: 2027 gallons/days ( 3 .785 litersIgal) (35 mg/1) ( 365 days/vr) 454,000 mg/lb = 215.9 lb/yr nitrogen for Feeley project Allowable loading within ZOC to maintain 5 ppm nitrate- nitrogen concentration in public supply well= 19. 6 lb/yr/43,560 ft2 r Needed area for Feeley project: 11 acres existing area 1.5 acres deficit 9.5 acres This calculation uses an average concentration of nitrate-nitrogen in the wastewater of 35 mg/l and assumes no additional nitrogen loading from fertilizer application. I hope you find these comments helpful. Please contact me if the CCPEDC staff can be of further assistance. Sincerely, Susan L. Nickerson Water Resources Coordinator ., SLN:bc cc: Tom Mullen, Chairman, Barnstable Water Quality Committee ----------------------------------------------------------------- 1. Frimpter, Donohue and Rapacz, 1987. Nitrate Loading in Municipal Wellhead Protection Areas, Draft Report. Cape Cod Aquifer Management Project, DEQE, Boston, Mass. , jt.. •.. y `', x x ♦ tea ;, ,, ��,U� 61 46 1` : � s 45 •- j. t g r OMD2 /'... 41 45 '-8 42 r -~- � 7 r 46y 1t2 ' 11'S �27' AIR- Z� 47 29 :; 74t / i . . •s. s a 2 V. J16 , � ,�. .,�e fir. 44 2025 Ale y .r. 1 000 f.a5 i 10,00, -23 400 .� 4�ifct •1!...f tt .y!!. ' lip, � •''� N •, -. ^y ^ + ; '� � "^'.,s* ♦ 9 `i \:1fw y i •a �" 1�.v_+ /!�• te.�rr• � '� �( '!'. vA "' c L+. � �~ a�>> s x. wy ... .••.•.,.�. �{ .ea.,.y ,..ar ,t •� ,mid —! •.- . ' _ : _ 1 v ; .. _ '4 r.✓ •'r ::49 50 WATER-TABLE ELEVATION MAP ,�.. $ -'��r 1 EASTERN.BARNSTABLE, MASSACHUSETTS t' e•. �i x MAY 11-13, 1987 :r ` By Douglas L. Heath and Ethan Mascoop �?yasz!tgrt� U.S.E.P.A., Region I _ CAPE COD AQUIFER MANAGEMENT PROJECT .J 7: Z. w �,� CAPE COD PLANNING AND ECONOMIC DEVELOPMENT COMMISSION 1 sT DISTRICT COURT HOUSE, BARNSTABLE, MASSACHUSETTS 02630 T E L E P H O N E 1617-3 62-251 1 March 7, 1988 s Mr. -Thomas McKean, Director -Health Department Town Hall Hyannis, MA. 02601 Dear Mr.McKean: This letter is, in response to the Board of Health's request for comment concerning the Neil Feeley project on Plant Road. According to the submitted plan, the project entails discharging 2027 gallons per day of untreated wastewater on 1- 1/2 acres of land. It is our understanding that the project proponent originally `applied for and received a variance from the 330 rule from the Board of Health in 1986. Later, when certain use changes occurred at• the property, the proponent again appeared before the Board and was granted permission for the new use(s) of the property, with certain conditions, one of 'which was to implement a nitrate-nitrogen monitoring program. The project proponent has now developed such a plan in accordance with Board of Health requirements and is seeking approval of the plan by the Board. We offer the following comments on the plan: 1) In order to ascertain that the monitoring well is in the proper location to intercept an effluent plume from the leaching pits, the direction of groundwater flow in the vicinity must be / considered. Using the refined water table contour map for eastern Barnstable (developed under the Cape Cod Aquifer Management Project) ( copy enclosed) the direction of flow across the site appears to be easterly. The existing monitoring well is placed south-southwest of the leaching pits, and is therefore not optimally sited to detect groundwater contaminants originating at the leaching pits for the project. 2) A monitoring well installed downgradient of the effluent discharge to intercept a wastewater plume should be placed so as to maximize the likelihood that it will reveal contamination if it is in fact occuring. The best means for achieving this objective is to install a cluster of three to five wells at varying depths to get cross-sectional information at distinct ` subsurface points. I 3) Regardless of its physical location in relationship to the direction of groundwater flow, the details of the installation of the existing monitoring well are needed to judge its adequacy. For example, information regarding the construction of the well, (casing material, screen material, screen slot size, length of screen, backfilling material, type and placement of grouting in the annular space) , the penetration of the screen into the aquifer and the soil log accompanying the well are necessary to , determine the suitability of the existing well for obtaining water quality data. If this information is available, our staff hydrologist is prepared to assist in its interpretation. 4) On page 2 of the Kurz Associates Monitoring plan, under Sampling Procedure, a question arises as to the yield of the existing monitoring well. A well with adequate slot size and screen length ( . 010" and 5' respectively, for example) placed in purely outwash deposits would have no trouble yielding three times its volume for purposes of evacuating the well. If the well does not yield sufficiently, it either needs to be better developed, or it is located in less permeable materials, which would be a .significant consideration in predicting the subsurface behavior of the wastewater effluent. 5) Background water quality information both upgradient and downgradient of the leaching facility is needed for purposes of comparison with monitoring results. 6) Since groundwater flow direction in the subject area is likely to shift under various recharge conditions and possibly under public supply well pumping conditions, the path of the plume is likewise apt to migrate back and forth over an area. Satisfactory monitoring of groundwater quality in an area of changing groundwater flow direction can be achieved by installing a curtain of wells across the anticipated breadth of shift in groundwater flow direction. In conclusion, the proposed monitoring plan is probably too simplified to provide information of value, since data will only be collected from one discrete point in the aquifer, and that point does not appear to be downgradient of the effluent discharge. Some options for the Board to consider are: a) require fleshing out of monitoring program b) require nitrogen removal from the effluent c) scale back usership of facility until sewer is available Aside from imposing conditions at the site itself, the Board of Health could consider requiring the applicant to acquire land or development rights to land within the zone of contribution that would provide the dilution capacity necessary to balance out loading at the project site. Based on the following calculation, the proponent would need to procure the set-aside of approximately 10 acres of land. Assumptions: Flow NO3-N Concentration Warehouse 120 gpd 35 - 40 mg/11 Offices 582 gpd 35 - 40 mg/l1 Gym 1325 gpd 30 - 35 mg/1 TOTAL 2027 gpd Calculation: (2027 gallons/day) ( 3 .785 liters/gal) (35 mg/1) ( 365 days/vr) 454,000 mg/lb = 215.9 lb/yr nitrogen for Feeley project Allowable loading within ZOC to maintain 5 ppm nitrate- nitrogen concentration in public supply well= 19.6 lb/yr/43,560 ft2 r Needed area for Feeley project: 11 acres existing area 1.5 acres deficit 9.5 acres This calculation uses an average concentration of nitrate-nitrogen in the wastewater of 35 mg/l and assumes no additional nitrogen loading from fertilizer application. I hope you find these comments helpful. Please contact me if the CCPEDC staff can be of further assistance. Sincerely, Susan L. Nickerson Water Resources Coordinator . SLN:bc cc: Tom Mullen, Chairman, Barnstable Water Quality Committee ----------------------------------------------------------------- 1. Frimpter, Donohue and Rapacz, 1987. Nitrate Loading in Municipal Wellhead Protection Areas, Draft Report. Cape Cod Aquifer Management Project, DEQE, Boston, Mass. _. :� _ �• Ar 61 avow ��)• 59 058 38 4 - - 3� r - _ � 1 8 OMD2 4 1• ;rr y �a �r y.e / r p5 -s 7 18W j2zOle ' 4 6 r / / @AIR. 4Jf 7 32 28 / �''�.'.'./ •. .r J 43 •1:,. t •31. _ _ 416 1 rf44 •fir+= & • T 25 6 t'a < I d 000 o w t woo how 00 49 z. ... k r + .h h • `- w � :/, \.r`S� ./! N _+.'V- l �� =m.1� ,. � /'r f* >! i .. :i� w � .. _ r,..J•✓x.•�i •'r .a:. .r. :..50 moo WATER—TABLE ELEVATION MAP EASTERN.BARNSTABLE, MASSACHUSETTS MAY 11-1 3, 1987 9 r.. ,. .... By Douglas L. Heath and Ethan Mascoop or U.S.E.P.A., Region CAPE COD AQUIFER MANAGEMENT PROJECT CAPE COD PLANNING.AND ECONOMIC DEVELOPMENT COMMISSION 1 sT DISTRICT COURTHOUSE, BARNSTABLE, MASSACHUSETTS 02630 TELEPHONEt 617-362-2511 f ' March 7, 1988 Mr. Thomas McKean, Director Health Department ' Town Hall Hyannis, MA. 02601 Dear Mr.McKean This letter is in response to the Board of Health's request for comment concerning the . Neil Feeley project on Plant Road. According to the submitted plan, the project entails discharging 2027 gallons per day of untreated wastewater on 1- 1/2 acres of land. It is our understanding that the project proponent originally applied `for 'and received a variance from the 330 rule from the Board of Health in 1986. Later, when certain use changes occurred at the property, the proponent again appeared before the Board and was granted permission for the new use(s) of the property, with certain conditions, one of which was to implement a nitrate-nitrogen monitoring program. The project proponent has now developed such a plan in accordance with Board of Health requirements and is seeking approval of the plan by the Board. We offer the following comments on the plan: 1) In order to ascertain that the monitoring well is in the proper location to intercept an effluent plume from the leaching pits, the direction of groundwater flow in the vicinity must be considered. Using the refined water table contour map for eastern Barnstable (developed under the Cape Cod Aquifer Management Project) ( copy enclosed) the direction of flow across the site appears to be easterly. The existing monitoring well is placed south-southwest of the leaching pits, and is therefore not optimally sited to detect groundwater contaminants originating at the leaching pits for the project. 2) ' A monitoring well installed downgradient of the effluent discharge to intercept a wastewater plume should be placed so as to maximize the likelihood that it will reveal contamination if it is in fact occuring. The best means for achieving this objective is to install a cluster of three to five wells at varying depths to get cross-sectional information at distinct subsurface points. 3) Regardless of its physical location in relationship to the direction of groundwater flow, the details of the installation of the existing monitoring well are needed to judge its adequacy. For example, information regarding the construction of the well, (casing material, screen material, screen slot size, length of screen, backfilling material, type and placement of grouting in the annular space) , the penetration of the screen into the aquifer and the soil log accompanying the well are necessary to determine the suitability of the existing well for obtaining water quality data. If this information is available, our staff hydrologist is prepared to assist in its interpretation. 4) On page 2 of the Kurz Associates Monitoring plan, under Sampling Procedure, a question arises as to the yield of the existing monitoring well. A well with adequate slot size and screen length ( .010" and 5' respectively, for example) placed in purely outwash deposits would have no trouble yielding three times its volume for purposes of evacuating the well. If the well does not yield sufficiently, it either needs to be better developed, or it is located in less permeable materials, which would be a significant consideration in predicting the subsurface behavior of the wastewater effluent. 5) Background water quality information both upgradient and downgradient of the leaching facility is needed for purposes of i comparison with monitoring results. 6) Since groundwater flow direction in the subject area is likely to shift under various recharge conditions and possibly under public supply well pumping conditions, the path of the plume is likewise apt to migrate back and forth over an area. Satisfactory monitoring of groundwater quality in an area of changing groundwater flow direction can be achieved by installing a curtain of wells across the anticipated breadth of shift in groundwater flow direction. In conclusion, the proposed monitoring plan is probably too simplified to provide information of value, since data will only be collected from one discrete point in the aquifer, and that point does not appear to be downgradient of the effluent discharge. Some options for the Board to consider are: a) require fleshing out of monitoring program b) require nitrogen removal from the effluent c) scale back usership of facility until sewer is available Aside from imposing conditions at the site itself, the Board of Health could consider requiring the applicant to acquire land or development rights to land within the zone of contribution that would provide the dilution capacity necessary to balance out f loading at the project site. Based on the following calculation, the proponent would need to procure the set-aside of approximately 10 acres of land. Assumptions: Flow NO3-N Concentration Warehouse 120 gpd 35 - 40 mg Offices 582 gpd 35 - 40 mg/l Gym 1325 gpd 30 - 35 mg/1 TOTAL 2027 gpd Calculation: 2027 gallons/days ( 3.785 liters/gal) (35 mg/1) ( 365 daysLyr) 454, 000 mg/lb = 215.9 lb/yr nitrogen for Feeley project Allowable loading within ZOC to maintain 5 ppm nitrate2nitrogen concentration in public supply well= 19.6 lb/yr/43,560 ft Needed area for,-Feeley project: 11 acres existing area 1.5 acres deficit 9.5 acres This calculation uses an average concentration of nitrate-nitrogen in the wastewater of 35 mg/l and assumes no additional nitrogen loading from fertilizer application. I hope you find these comments helpful. Please contact me if the CCPEDC staff can be of further assistance. / Sincerely, Susan L. Nickerson Water Resources Coordinator SLN:bc cc: Tom Mullen, Chairman, Barnstable Water Quality Committee ----------------------------------------------------------------- 1. Frimpter, Donohue and Rapacz, 1987. Nitrate Loading in Municipal Wellhead Protection Areas, Draft Report. Cape Cod Aquifer Management Project, DEQE, Boston, Mass. • ��•;,•+� w•.w...`..•�'�.MSSEMyN.w.r. y��1h.8R .�r.. ��n+w..,�,t. �:�i., ' 3 `•, ` �,,,,: �''�:�' �6 a o+` �( Ole • ` j '�i�r *58 .S�xg . i a� 0 _ 45 .01 416 400 r4m 012 015 @AIR- 1 29 32 28* ftak. woo 02 V. .37 20 ` j .: t� �r 1 + ® r :��-�'• by •, AB '�19 23 - n _ 40 ry os5, r..► L 1; ---�f WATER-TABLE ELEVATION MAP EASTERN-BARNSTABLE . .., ..�:.�$P� :� _ • =. �, _._. ;, , MASSACHUSETTS K MAY 11-13, 1987 By Douglas L. Heath and Ethan Mascoop U.S.E.P.A., Region 57 r , CAPE COD AQUIFER MANAGEMENT PROJECT ^ .,.. ,: ti .,. � .:.'.:.�'• �PyOfTpgr���o TOWN OF BARNSTABLE OFFICE OF ass VUL BOARD OF HEALTH � I►e�. 00 039. 367 MAIN STREET HYANNIS,`MASS. o2soi March 16, 1988 Mr. Robert Shields, Jr. 973 Iyannough Road Hyannis, MA 02601 Dear Mr. Shields: You are granted a conditional variance from the Board of Health Interim Groundwater Protection Regulation limiting sewage flows to 330 gallons per acre in certain zones of contribution to public water supply wells. This variance will allow the installation of onsite sewage disposal systems at Communications Drive, Hyannis listed as Parcels 41 and 43, on Assessor's Map 314 and Parcel 31 on Assessor's Map 296, with the following conditions: (1) The self-storage units shall not be occupied. (2) The self-storage units shall not contain floor drains. (3) The self-storage units shall not be supplied with electricity, heat, or water. (4) The storage of automobiles and lawn mowers are not authorized in the self-storage space units. (5) The storage of any toxic and hazardous materials is not authorized in the self-storage space units. (6) The office area located adjacent to the self-storage space units shall be occupied by only one (1) person. (7) The apartment cannot have more than two (2) bedrooms. Sewing rooms, dens, lofts, enclosed porches, finished cellars, and similar type rooms are considered bedrooms according to the Department of Environmental Quality Engineering. (8) The following activities are not authorized at the property: A) Airplane, boat, and motor vehicle service and repair B) Chemical and bacteriological laboratory operation C) Cabinet making D) Dry cleaning E) Electronic circuit assembly F) Metal plating, finishing, and polishing G) Motor and machinery service and assembly H) Painting, wood preserving, and furniture stripping I) Pesticide and herbicide application and storage J) Photographic processing K) Printing L) .Jewelry cleaning Mr. Robert Shields,,Jr. Re: Communications Drive, Hyannis (Parcels 41 and 43) March 16, 1988 M) Automobile, boat, and motor vehicle washing N) Automobile, boat, and motor vehicle rustproofing 0) Any activity involving the use of radioactive materials (9) No high volume water users will be allowed. This includes doctors and dentist offices, beauty parlors, fitness centers, gymnasiums, food establishments, and other such usages as determined by the Board. (10) All catch basins must be inspected at least every three (3) months, cleaned as needed by a licensed hazardous waste transporter, and copies of the disposal reports must be furnished to the Board. (11) The designing engineer must be on site and supervise construction of the septic system and certify in writing to the Board that his design has been strictly adhered to prior to the issuance of a Certificate of Compliance. (12) The office condominiums must be connected to Town Sewer when the Bard of Health determines its availability. This conditional variance is granted because it is the opinion of the Board that the onsite subsurface sewage disposal systems will discharge less than 330 gallons per acre per day on this 13.3 acre lot if the self storage units are not occupied and no high volume water users occupy the office condominiums. Very truly yours, d/ro�ver C. M. Farrish, .D. Chairman BOARD OF HEALTH TOWN OF BARNSTABLE. GF/bs O o -�- o 9 0 76 , OOO 1- - �rv1 S , S1�1 /7 00� _ $Cog a. Viol 59 pO O£ S9 O1 s 9 ,� ' y' -� Go • Gv 1� ap cif �•...... �Iti' .1.6� 60 � .. . tik � •., HvCLGic,� _ \ 2• GUTT L I GU-TTEIR ca ¢ S � v /00* 0 ,r s• r �,' moo, za F 4 /0 4• 0 . F. 5. . 0 5 ?. �r ¢pp S.F a T 12 ,l _ .....r.. ---- 9.Q /41 NEo r D G ► Q- \ zo o 0. � . ----•� � e. fir. carro. _ qw ®� RCP RCP v! 44 R ) f.. _ �d� /f ` , 'ti v o a o Y D IA. P T s w/4 s To&js / \ �.. -,• GUTTE a R SS LINE g• L l G LITTER �o h• Rq '^''�� �o ,�` t r l�„ l • � .. 4•{ �: ,r: 4 � e m REVISIONS: i - - MID _ CAPS HJSNwAY NO. DATE RT G p d Q 9-z4-�- rzr�'sd [scac•s/ o¢rua"'s .41440 at /V 1N CEP°NDEN r E io-zt.87 7QcV/SrD Pv CK/nlF�. s•�� G� 95 LINE BEARING DISTANCE s Dave ►z-3-87 AF-1159-P PA /�:Xf�• co 1 S SB' 44'0A"E 46. 20 q Z ,toualo � � A 64/[D/it/ Z �ApL1E0 � � N/o.vo/c.,s+ ao P/k7CK/.t/Fj. rj• �i: C 12-30-8? Rc--VtSs� 4ARKtJGr Q CbO -0�q CURVE DELTA RADIUS ARC TANGENT F4 uacK \ \ i 87.54 ' 47" PONb Q �s I-Zo-ee r►Qv>r s� � �Tcatc,r 40 \\ 35 .00 53 .70 33 .75 AccssS� �,�a1> �KEa4 � r OD^ R.tlo f7 D t LOCATION MAP TOTAL S/TE AREA 580, 07/ S. F. /3. 32 AC. SCALE: 0- 2000' \ 4 \ \\ \\ \\ s TOTAL BUILDING COVERAGE _ 124, 220 S.F 21. 4 % ZONE : I N D. CJ ,�e TOTAL. PAVEMENT COVERAGE = 227 250 t S.F 39. 2 y� �Q�' \ � �\t�0 p. ' - SETBACK ` ` ✓ /� vY TOTAL REW/N/NG — 3 9. 4 % FRONT 60 ' 10, SIDE 30 -¢ // \ \ REAR 30 PROJECT TITLE: i '1, INDEPENDENCE V PROJECT ECT N/ F . INDEPENDENCE PARK INC , �� \` fit. •-�t k141¢ `'` \� t �'\ / / 7 I.a ,r h / \ ` PPP I 1 7 —T i IN � \ N 66630 23 1 BARNSTABLE , MA. o) ( HYANNIS) - o� , II \ p \ �N633. 6E N OR ; \\ l I II.,, PREPARED F J I � 1 11 / � I �I I / \ \ 0 1 �1 INDEPENDENCE TRUST .� r / / \ 1 ROBERT M. SHIELDS SR ,r. , / L 1 / / 1 / / A / / t, \ I r _ q r y 1 �,Cl 1 T — _ �- l , \ i ROBERT M. SHIELDS JR. ` \1 „ o I / r r J 1 1 , J 1 1 r r. .:. s ,.. a .. .. :. 1 _ a I , c� . ,. _ , r 1 /r 7 /� i \ 1 .. \ :.: „�\ �. ,. / _. 1 1 .._...'. t: z ♦. ...,.cT,r I 170 e \ , I 6 , :s S10 lMtw if � I r . i r us , N/F 72z ROBERT M. SHIELDS I 4 345 /306 ` . 4 I \ $ ti ..� r y NOW 001, � cj � � i ! � }- i . - - / t _ " x \ . 1 , ,_• r . / 12 PINE ELEV. - 0► 5 .9 6 The BSC Group-Cape Cod Inc „ M a I I >4 5 \ ; i / ✓ \ w. Mv .k„ �u 3236 Main Street X\\ � / i �,�� new / � W 1 f I \ I /I ✓ \ \. \ ; . % o �n Route 6A 2 Barnstable Village MA y / 02630job Cr ;, I µ \ / / 0 t� 617 362 8133 o 1 0 \1 5 0 ENT .��. I / 1 ,8 PAVE 1 / .1� .527 TING ( D A _XIS R + R 10 , I i� r f 1 I DE VEMEN I ti N / NOTES • � / \ �. �- _ . : . PARKING REQU/REMEN TS ;\ \ "' ? o office/Profes"sional 1 \� /300 Sq.Ft. + 1/Separate Suite I. PROPERTY LINES SHOWN WERE COMPILED FROM i / w ,. / / p0 warehousing/storage = 1 70 \ / � � ( e • 2 W. Retail/Consumer / O Sq.Ft. g9 3 ail/Consumer Service = 1/200 Sq.Ft . A PLAN BY DOWN CAPE ENGINEERING , \DATED / laRo �so �-- 9 q 1/separate Enterprise ' \ SELF STORAGE UNI PS \ � / / AUG. 119 1987. ,' t.fs / 5 4 ��'Jr�i �l /� P-Af�J / 94 ,150 S .Ft. Wal, ehous � q e/700 = 135 Spaces 2, CONTOURS INFORMATION COMPILED FROM ERIA \ - / � ' 9 partment 2- Spaces �\ _ 498 : Sq. Ft. Office SeF�arate PHOTOGRAPHY DATED DEC. 16 , 1985 BY \ Ni � b .,-. � Op � B. M. # 2 Suite - 1 S spaceace 62 V• EA - PARKINS R SELF STORAGE _ 140 Spaces EASTERN TOPOGRAPHICS , hJOLFBORO , N. H. `- / 5 • P � '� i .2 EAST CORNER OF C.B. RIM REQUIRED FO P BUSINESS CONDOMINIUMS M - 3. N.G.V.D. ELEVATION DATUM / . 2A 5 ,03 r\ IN MEDIAN OF INDEPENDENCE DR. _ Buildings 1, 2, _ -�_ (1, 300 Sq.Ft. Units) • 0 01 \ ELEV. - 59. 37 i . Option 1 A_1 Office Space , 1,300 Sq.Ft . ff ✓ (1,300 Sq.Ft ./300) + 1 = 5.33 Spaces/Unit SCALE: I = 50 ' 4. PLAN FOR PARKING LAYOUT ONLY, SEE SHEETS I a 2 � �0 option 2 30o Sq.Ft . Office , 500 Sq.Ft . \\ FOR BUILDING AND PAVEMENT CONFIGURATION AND LAYOUT. . : � q Retail , 500 Sq.Ft . storage �� ( 300 Sa .Ft../300) ,+ '( 500 Sq.Ft./200) + ( 500 Sq.Ft./700) 0 25 50 75 100 FEET I ' LEGEND + I 5. 21 Spaces/Unit 5. EXISTING CONDITIONS AND TOPOGRAPHY SUBJECT TO Q. . Parking Required Buildings 1,2,3 = 24 x 5.33 = 12 . VERIFICATION IN THE .FIELD. . J' _ - - - t 8 spaces DATE: .SEPT 8 , 1987 - - 30 EXISTING CONTOURS BUILDINGS 4 , 5, 6 (1,000 Sq.Ft. Units) PARKING SIZES tic,t 1 All -off ice space COMP/DESIGN: S. A. H. / C. F.W. —{30 �---- PROPOSED ' CONTOURS -2 1C;11_- ' M 6. PROPOSED PAVEMENT a DRAINAGE SHOWN IN (logo CHECK: N ;�q.Ft./300) + 1 4. 33 Spaces/Unit 93 C.B. CATCH BASINS Option 2 500 S Ft . Retail ,` 500 Sq.Ft . Storage COMMUNICATION WAY TAKEN FROM A PLAN PREPARED BY 9" X 20' PERPENDICULAR PARKING -Q- U p 50 q• q' DRAWN: P, UTILITY POLE ( 0 Sq.Ft + ( 500 sq.Ft./700) + l = 4. 21 spaces unit T.P.C. / L. H. G, DOWN CAPE ENGINEERING AND WILSON HILL ASSOCIATES q• / �, � Parking Required Buildings a FIELD: DATED 2 /14/86, SHEET 2 OF 10. 9 X 23 PARALLEL PARKING FH P HANDICAPPED PARKING . 5►6 = . 21 x 4 . 33 = 91 spaces z i i SPACE PARKING REQUIRED FOR ,PROJECT = 35-9 'SPACES FILE NO: 12 X 20 HANDICAPPED PARKING PARKING PROVIDED = 361 SPACES DUMPSTE R HANDICAPPED PARKING REQUIRED = : 8 gpA DWG. N0: 1285 SHEET CES _ m HANDICAPPED PARKING PROVIDED = 8 SPACES JOB NO: 3-2028.00 3 OF 5 • REVISIONS: / - r MID CA Pe HIGHWAY N0+ DATE RT �. p 9-L4-g-7 Re* Dd [scec.s v¢u/e'"y �t 0 NA I Bona a ...: . Qs•... ►- a a o "' IJJflE/ /o-zt-67 2Grsro P.oee•n14� �� �Z_j-a7 .PCriso paa,,eiu� LINE BEARING DISTANCE s DRIVe Z -�- .19COVAvc Ci�� 95 1 S 58. 44 '08"E 46 . 20 �9ec C Q 12-30-9-1 F6vtSS-0 'PARKIN& G O 'Qo9 0 O t•AVoLt.-r � 7 \Z CURVE DELTA RADIUS ARC TANGENT FwNTWK Q �c �S ?oNtfl ; I-Zo•-90 rlo✓E SS- Tc �F � ,2hG� 87.54 ' 47" 35.00 53 .70 33 .75 I AccSSs >+ 8,i4�D �y>< E,uc� LOCATION MAP \ TOTAL SITE AREA 580, 07/ f S.F. /3. 32 AC. SCALE: I "= P-000' \\ s TOTAL BUILDING COVERAGE = I24, 220 S.F 2 /. 4 % ZONE : I N D. \\\gyp • \, TOTAL. PAVEMENT COVERAGE = 227, 250 _f SF, 39. 2 % SETBACK } /� ASS . \ \ � 0 o TOTAL REMAINING 39. 4 / FRONT 60 S I D E 30, �� f' SNrt• h / �\ //0 \<\ 'y \ \\\ REAR 30' loll PROJECT TITLE: i �. \ \ \ ' \ , \ \\ y INDEPENDENCE PROJECT F c N� ; •,�,, t ',-: E ( _�—" •� \ N/ F INDEPENDENCE PARK INC 101, Ifv N 66*35 23E, BARNSTA B LE , MA. C� 246.35 \ \ \ 1 i ( H YA N N( S) X I0 s 40� 87 1 I PREPARED FOR • , ;b �� P /I III \ \\ o 1 �l ► 11 > I f �/ / /� r \ \� ti �o l�lv, 1 INDEPENDENCE TRUST I i / I uI -`\\. / / \ \ \ 1 I 1 \ ROBERT M. SHIELDS, SR. 10, �r IF h. } f -- oei , !; „- \/ ( o + i r ! / y► // /J \ \ 1 1 \ c �--� R 0 B E R T M. SHIELDS J R. TRUSTEE IN / ' sC� , • at I r \ \ 1`T �/ b df71 a 1 y I t \ O M. t \ 1 \ k.s - a 1 CD 1 1 / • r, V \ r Voelol / \ f \ �, The BSC Grou N/F _ ROBERT M. SHIELDS . I \ �► II / I _ / \ � R 4 345 / 3 06 _ \ \ I I �f d I ( G + ► __11 t s, / ^ ' i Y'`� \ \ \ \ ;\ .\ \, I 4 B.M. 0 R' 8 1 PINE / E L E V. = 50.96 The BSC Group-Cape Cod Inc nilg rI , _ / •. i / , — ;'. , 3236 Main StreetI i Route 6A a Village 2 � , . � I � 1 � , I l � I < <, ,• / f � + / •k /! , /• / ,/ \\ � I g \ ��-� � -- �.� � ,— ____ � Barnstable age // 1 / ' -. � �• ,• Barnsta V MA lS ` \ 02630 p Cc P. 617 362 8133 �4 ,�o � ,, � / � 1 f'- / 1 •4p. � I � I ' I I � � � h+ � I f � � �50 00 P. � ,o A' � 6' A o MEN T ` ` I / 17 1 52� •B ISTING PAVE O, R =10 + R--1 , PRIVATE 1 G PAVEMENT \0 0 EX 1ST 1-N PARKING REOUIREMEIVTS NOTES • / / / \ \/ Lq / / (� �, '/ .Cl V Office Professional = 1 300 Sq.Ft . + 1/Separate Suite I. PROPERTY LINES SHOWN WERE COMPILER FROM r / / f`A / j` ( �00 W Warehousing/Storage = 1/700 Sq.Ft. • � � '�`� t� ,�-�g • 32" Retail/Consumer Service = 1/200 Sq.Ft . +1/Separate Enterprise A PLAN BY DOWN CAPE ENGINEERING DATED \ ` � 1\ / ` .�� c s` `� I � � 5 A2 �� SELF STORAGE UNITS Re I'Jf JjV j ��r�-� f�J CiYE24EUC/ fl \ \\ AUG. Ill 1987. f 94 ,150 Sq.Ft Warehouse/700 = 135 Spaces na Ma / c - _ ger's Apartment = --.2_ Spaces 2. CONTOURS INFORMATION COMPILED FROM A�ERIA� \ \ _ / _ 498 Sq. Ft. Office 2'.Space / Se arate `Suite / b Q PARKING REQUIRED FOR SELF STORAGE _ 140 Spaces PHOTOGRAPHY DATED DEC. 16 , 19 85 BY \ \ c, 0 B. M. #� 2 p 1 _ Space EASTERN TOPOGRAPHICS , WOLFBORO , N.H. EAST CORNER OF C.B. RIM BUSINESS CONDOMINIUMS / , A 0's \ 1 IN MEDIAN OF INDEPENDENCE DR. Buildings 1 2 Q r , 3 : (1, 300 Sq Z. .Ft. Units) N.G.V.D. ELEVATION DATUM ELEV = 59. 37 option 1 All office space , 1,300 Sq.Ft.DiA 1P �� J (1, 300 Sq.Ft ./300) + 1 = 5. 33 spaces/Unit SCALE: 1„= 50 4. PLAN FOR PARKING LAYOUT ONLY, SEE SHEETS I a \�, J ,(p. option 2 300 Sq.Ft. Office, 500 Sq.Ft . Retail , 500 Scr.Ft . storage FOR BUILDING AND PAVEMENT CONFIGURATION AND LAYOUT, . ,> > ( 300 sq.Ft./300) + 1`500 Sq.Ft ./200) + (500 Bq.it./700) 0 25 50 75 100 FEET LEGEND + 1 = 5. 21 Spaces/Unit 5. EXISTING CONDITIONS AND TOPOGRAPHY SUBJECT TO - _ SEPT 8 , 1987 Parking Required Buildings 1,2,3 = 24 x 5. 33 = 128 Spaces DATE: VERIFICATION IN THE FIELD.' — - - 30 — — EXISTING EXISTING CONTOURS BUILVINGs. 4 , 5, 6 ;'(1,000 Sq.Ft. units) COMP./DESIGN: S. A: H. / C. PARKING SIZES -{30F=--- PROPOSED ' CONTOURS o ticn 1 All Office Space F.W. 6. PROPOSED PAVEMENT 8+ DRAINAGE SHOWN IN (1000 Sq.Ft ./300) + 1 = 4. 33 Spaces/unit CHECK: 9 C.B. CATCH BASINS Option 2 500 Sq.Ft . Retail, 500 Sq.Ft . Storage DRAWN: T.P.C. / L. H.,G. COMMUNICATION WAY TAKEN FROM A PLAN PREPARED BY 9' X 20' PERPENDICULAR PARKING {�' U,R UTILITY POLE (500 Sq.Ft ./200) + (500 Sq,Ft./700) •+ 1 = 4. 21 spaces/unit DOWN CAPE ENGINEERING AND WILSON HILL ASSOCIATES Parking .Required Buildings 4 , ,_6 = _ . = 91 Spaces FIELD: 9' X 23 ' PARALLEL PARKING HANDICAPPED PARKINIG Park 5 21 x 433 FILE NO: DATED 2 /14/66, SHEET 2 OF 10 . H P PARKING REQUIRED FOR PROJECT = 359 'SPACES S PACE 12 ' X 20' HANDICAPPED PARKING DUMP$TE R PARKING PROVIDED = 361 SPACES DWG. NO: 1285 SHEET D� HANDICAPPED PARKING REQUIRED = 8 SPACES - z JOB NO: 3-2028.00 3 F m HANDICAPPED PARKING PROVIDED _ 8 SPACES O 5 I I