HomeMy WebLinkAbout035-87 Nottoway, Section 2 (Revised) - BackfileCOUNTY of FREDERICK
Departments of Planning and Building
M E 1 M 0 R A N D U M 703/665-5650
TO: ;� L: J
t�
VA. Dept. of Transportation , ATTN: Mr. William H. Bushman
Sanitation Authority , ATTN: Mr. Wellington H. Jones
Stephens City Fire Company , ATTN: Mr. Frank W. Welch, Jr.
Planning and Zoning Department ATTN: Mr. Stephen M. Gyurisin
FROM: Robert W. Watkins, Director DATE: July 2, 1987
SUBJECT: Review Comments On: Conditional Use Permit X Site Plan
Master Development Plan Rezoning
�_e are reviewing the enclosed request by Nottoway, Section 2 [Revised] ,
or their representative, Dove & Associates, Inc. 667-1103
Will you please review the attached and return your comments to me as soon as
possible.
---------------------------------------------------------------------------------
THIS SPACE SHOULD BE USED FOR REVIEW COMMENTS:
No comment.
Signature
Date ` C"
9 Court Square - P.O. Box 601 - Winchester, Virginia - 22601
L ii�--„�r •I �YCV
t}!►�8i pu RESIDENCY
JUL Q -v, ., D(
❑ RE f=! JAC '
"AF I$�E M O R D U41L1967
0 COF'•nS . �
COUNTY of FREDERICK
of Planning and Building
703/665-5650
TO: -- -------- a, a�
V
VA. Dept. of Transportation , A Mr. Will' j H. Bushman
Sanitation Authority ATTN:I £ , ington H. Jones
Stephens City Fire Company ATTN: Mr. Frank W. Welch, Jr.
Planning and Zoning Department ATTN: Mr. Stephen M. Gyurisin
FROM: Robert W. Watkins. Director
SUBJECT: Review Comments On:
DATE: July 2, 1987
Conditional Use Permit X Site Plan
Master Development Plan Rezoning
We are reviewing the enclosed request by Nottoway, Section 2 [Revised] ,
or their representative, Dove & Associates, Inc. 667-1103 .
Will you please review the attached and return your comments to me as soon as
possible.
THIS SPACE SHOULD BE USED FOR REVIEW COMMENTS:
See attached letter dated July 24, 1987
Signature �jf�j�Date
9 Court Square - P.O. Box 601 - Winchester, Virginia - 22601
r�. f ��a drryq
\I
� a
t�ffZR'[Y%�
COMMONWEALTH ®f V1[RcC] NIA
DEPARTMENT OF TRANSPORTATION
P. O. BOX 278
RAY D. PETHTEL EDINBURG, 22824
COMMISSIONER (703) 984-4133
July 24, 1987
Mr. Robert W. Watkins
Planning Director
C/O Dept. of Planning & Building
P. 0. Box 601
Winchester, Virginia 22601
Dear Robert:
W. H. BUSHMAN
RESIDENT ENGINEER
Ref: Site Plan
Nottoway, Section 2
Revised
This is in response to the above referenced. A review of the plans have been
made of the development. Listed below are our comments.
Our primary concern is the outflow from pond number five since it discharges
into the ditch along Buckingham Drive. The 5" PVC pipe outfall should be
increased to a minimum 10" size due to the potential problem of clogging with
the smaller size. Also, the plans do not indicate any details for the weir
overflow down to the ditch line. We suggest this be concrete paved with stone
at the bottom to avoid erosion to the slope and ditch.
Who will maintain the pond to keep it functioning?
The street is not affected directly by pond number four. However, we suggest
the outfall pipe be increased to a 12" size due to more problems in clogging
with the small pipe.
We have had considerable problems with this section of subdivision, therefore,
careful observation of the new construction will be made to see nothing is done
to worsen the present situation.
Should you have any questions, please do not hesitate to contact this office.
KDW/ks
Attach.
cc: Mr. R. L. Moore
Mr. J. C. Heatwole
Mr. D. E. Lee
Sincerely,
7" �� ' A4�"--
K. D. Walker
Hwy. Contract Admin. "A"
For: W. H. Bushman
Resident Engineer
TRANSPORTATION FOR THE 21ST CENTURY
DOVE &'ASSOCIATES[ INC.
Enwinejring/Survey
O. , Box 2033
WINCHE TER, VIRGINIA 22601
V�
WE ARE SENDING YOU ❑ Attached --I Under separate cover via_
❑ Shop drawings ❑ Prints ❑ Plans
❑ Copy of letter ❑ Change order ❑
METTEM NF UMMYTTUQL
DATE n �F
JOB NO.
ATTENTION'
RE
the following items:
❑ Samples Li Specifications
COPIES
DATE
NO.
DESCRIPTION
p
w C�Vn
s ,
THESE ARE TRANSMITTED as checked below:
❑
For approval
❑
Approved as submitted
❑
For your use
❑
Approved as noted
❑
As requested
❑
Returned for corrections
❑
For review and comment
❑
❑
FOR BIDS DUE
19
REMARKS
.1-1 Resubmit._ copies for approval
Submit copies for distribution
❑ Return corrected prints
IL PRINTS RETURNED AFTER LOAN TO US
COPY TO
PRODUCT 2403 Ja Inc., Won, Mm 01471
SIGNED:
if enclosures are not as noted, kindly notify us at once.
THE BERMS COMPRI5INCG ONE SIDE OF POND * 4 AND � 5
WILL ACT AS THE EMFRGENGY 5PIL.LWAY5 FOR STORMS
OF FREQUtWC/Ie-5 GREATER THAN 10 YEARS.
IN NO IN5TAMGE WILL THE WATER VE1-00ITI55 OVER THE
BROAD GRESTED WEJRS EXCErBD 1 FOOT PER SECOND.
RUNOFF FROM 100 YEARS STORM
Powo *4
PVr ID t5
Q=CIA
(0.75)(9.54-"/HR)(1.62AC)
(0,75)(9.84'4/HF0(1.34-AC)
=1196Cf-
9.89 45
LENGTH OF
90 1
140'
WEIR (L)
co or ICIENTCCW)
1 7
1.7
DEPTH OF
FLOW OVER
0.19,
On,
WEIR (H)
Q -GW L I,..I3/2
12.67 c f s
9.S9 cfs
APpROx "Q"
TARU P6PFR5%D
3.98 Cf -5
46 c, f s
AREA. OF WEIR
MAX V
3.g8 FT3/,
V= (I15Fr)(o.ZgFT)
�r�5
V= ` (o /5FT)(0.32F`F)
V = q1A
v = O.gI FTAS
v r 0. 96 FT/5
STORM WATER MANAGEMENT
RFiE-DEVEL0FMFWT RUN -OFF
13.78167 x 0.30 =4.14 x5.92 = 24.51 C f 5
POST -DEVELOPMENT RUN-OFF
3.4- x 0.70 = 2.58 x 592 =14.09 Gf 5 RUN -OFF F M 31TE
0.44 x0.30 = 0.132x5.92 = 0.75 05 RUN-OFF FROM 51TE
0.61 x0.40=0.324x5.92 = 1.92 Cf5 RUN-OFF TO SITE
POND #
I.
2.06
@ toll
2.
1.54
@ 8"
3.
2.09
@ 10"
4.
0.99
@ 5"
5.
2.10
@ 8"
B.
2.13
@ 10"
7.
1.39
@ 8"
12.30
14.87 - 1.92 C fs + 12.30 = 25.25 .. 0 K.
im
ROUTiN6 CGMPS F3R 110-YEAR 2-!CUR S'ORM
TC=10 Mid. 1.22 IMPERVIOUS AC.
OUTFLOW: 9.00' ROUND ORIFICE 14VERT EL.= 56.00 (100% OPEN)
, ' CARRY-; CF IN ; ; ; AV6.
1 1 1 1
T T ; AV6. OVER : + ;TRIAL; CFS ; CFS ; CF 1 CF ;ACTUAL;
:M'.N:SEC: CFS :N1 CFS IN; C� IN ; CF ;STORAGE; VS ; OUT ; OUT ; GUT ; S'Oh;ED; VS ;
56.00;
51 ; 4,21: ; 6301 01 6301 56.4; 0.56: ; 841 5461 56.46:
:3001 ; 5.751 ; ; 1 1.021 : ;
10; 1 7.301 ; 17251 5461 22711 57.1: 1.47; : 3061 1965: 57.191
1300; 1 6.42: : : ; ; 1 11.62; : ; ;
: 151 : s.55; 1 19261 19651 891 57.4; 1.77: ; 4861 34051 57.531
:300; ; 4.68: ; i ; 1 ; 1.96;
201 ; 3.'21 1 14041 3405; 4809: 57.7: 1.95: 558: 42511 57.131
; :3D0; 1 3.381 ; : ; ; 1.991
: 251 2.94; ; 10141 42511 K65: 57.8; 2.02: : 597; 4668; 57.831
'300: ; 2.591 : ; ; ; 2.04; 1 1
301 2.441 : 807; 4668; 5475; 57.8; 2.06: ; 6121 4863: 57.88:
: ;300; 1 2.23: ; : 1 : : 2.071 1 1 1
351 : 2.011, : 669; 49631 55321 57.91 2.091 ; 6211 4911; 57.89:
1300; ; 1.86: 1 : : : 2.091 : 1
40; !.11: ; 5581 4911: 5469: 57.9; 2.10: : 6271 4942; 57.871
:3001 1.601 ; ; ; ; 2.09:
1 45: 1 1.49i 4801 4942: 53221 57.9; 2.09: 1 627: 4695; 57.841
1 :'0D; 1 1.39; ; : ; ; 2.07; ;
50 29 417: 4695; 51121 57.9; -.061 6211 44911 57.19's
2.04:
0;
551. .13; 3b0; 4491: 4851; 57.81 2.031 1 6121 42391 57.73;
1. W ; ; ; : ; 2.011 1 ;
601 1 G. 9; ; 3151 4239: 4554; 57.71 1.99: ; 6031 3951; 57.661
1300; 9.94, ; ; ; ; 1 1.16; ;
651 1 c+' 2; ':951' 42331 57.1 1.94; ; 598; 36451 57.59:
;.;DDi 1.91;
701 900, - 6: 1.881 57 Ja271 57.5:!
75; '�.ilt 558 ' " ..'211 '; rM ; 1.92; 555' 3003; 57.43;
i JI . i
: 801 : C.651 ; 2.07: 30031 3210; 57.41 1.76; : 537; 2613: 57.35;
851 0.571 ; i831 26731 2856: 57.4; 1.701 : 5191 23371 57.271
;300; : 0.531 1 ; ; ; 1 1.661 1 ' ; :
: 90; 0.491 159; 2337: 2496; 57.31 1.631 ; 498: 19981 57.19:
;-i : . 0.45' : ; 1 ; i.59; ; 1 ;
1 951 1 0-4i: ; 135; 1918: 2133: 57.211 1.56: ; 4771 16561 57.11;
1 :300: ; 0.37; 1 : : 1 1.521 1 1 :
:1001 ; Mi3: ; 1111; !656; 1761; 57.:; 1.48' 1, 4561 1311; 57.03;
1 ;300: ; 0.28 1 ; 1 : : 1.39; ; ;
1!051 ; 0.241 84: 1311; 13951 56.9: 1.291 1 417: 9781 56.821
I 13 1 I 0.20;
:1!01 ; 0.!6: ; c0: 9791 '0381 56.61 0.961 1 '361 7021 56.591
1 300;
:1151 ; 0'.08: 1 36! 7021 738; 56.51 0.76: 1 258: 4801 56.40;
:1201 1 0.001 1 !2: 490: 492: 56.31 0.461 ; 183: 30911 56.26:
--'---'------------------ '-------'-------'----- '-------'-------`-------'-------'------'
MAX. VS. EL.= 57.691 MAX. DiSCHARK= 2.10 CFS MAX. STGRAGE= 4911 CF
i __
10 - Y E.-Ait ;_' - E-4& )R _ i C-"n,'i
TC=10 M,N. 0.94 :MPERVIN S AC.
OUTFLOW: 5.00- ROUND ORIFICE INVERT EL.= 5.00 (100% ;;PEN)
CARRY-: CF :N ; ; ; Ave.
T 1 T ; AV6. ; ; OVER ; + i'.RTAL1 CFS 1 Cr-S ; CF ; CF iACiUAL;
:MIN:SEC: CFS ;N1 CFS TN: CF IN ; CF ;STORAGE: IS ; CUT ; OUT ; CUT ; STORED: IS ;
0; ; ; ; ; ; ; ; ; ; ; 55.001
; ;300; ; 1,62: ; ; ; ; ; 0.14: ; ; ;
1 5: 1 3,241 ; 486; 0; 486; 55.41 0.28; ; 421 4441 55.46:
: ; 0.46;
1 101 ; 5.621 ; 1329; 444; 1773; 56.1: 0.64; ; 138; 1635; 56.241
;3041 ; 4.951 ; ; ; ; ; 0.11: 1 ;
151 4.28; ; 14d5: ''635: 3120: 56.6: 0.781 ; •-213; 29071 56.691
; :300: ; 3.61; ; 1 1 ; 1 0.82; ; ; ;
201 1 2.941 ; 10831 2907: 3990; 56.9: 0.86; ; 2461 3744; 56.98:
300: ; 2.b0: 1 i ; : 0.88: ;
25; 1 2.27: 730: 37441 4524; 57.1; 0.901 1 264; 42601 57.111
13001 1 2.071 ; ; ; 1 ; 0.92;
: 30: ; 1.881 ; 621: 4260; 48811 57.21 0.93: ; 2/61 46051 57.291
300; 1 1.721 ; ; ;
1 351 ; 11.55; 51b; 4605: 5121: 57.31 0. 51 ; 282: 46391 57.371
;300; ; 1.43; ; ; ; 1 1 0.96:
40; 1 1.32: ; 429: 49391 5268; 57.41 0.91: 1 2881 4980; 57.42:
:300: i 1.23: 1
45; ; 1.151 1 10: 49801 5349; 57.4: 0.98! : 291 50581 57.45:
1 1300;
50; 1 0.99; 3211 50581 53791 57.4; 0.961 : 294: 50851 " .4b1
' Moll
,l 0.93, 1 11 1
1
1 55; 1 0.37, 2791 5085: 5364; 57,5; ,,99; 294: 5070;. 51.451
:3001 ; 0.81; 1 1 ; 1 ; 0.98;
60: 1 0.75; 1 243; 5070; 5313: 57.51 0.981 ; 294: 50191 57.44:
1300: 1 0.72: 1 1 1 ; : 0.98: 1 ; 1
65; : 0.691 : 216; 5019; 5235; 57.41 0.?8; ; 2941 49411 57.41:
: 3001 0.66; ; 1 ; ; 1 0.98; 1
1 70'1 0.�- 1 198; 4?411 5157.;71 =4`: 4845: 57.31'
1 ({. .. `{{1 39' i 14 0.1 I i. 1 1
1 751 0.56; ; 180: 418451 50251 57.4; 0,97; ; 291; 4734; 57.34:
1 :39 1 0.53: 1 ;
1 80: 0.501 1591 4774: 4 ?31 57.3: 0.161 1 288: 46051 57.291
1 13001 1 0.41: ; 1 0.;5'
851"' 1 0.44; ; 141: 4605: 4146: 57.31 0.95: ; 285: 44b1; 57.24:
:300: 1 0.41: ; : : ; 0.94, ; ; 1
?0: 1 0.38 : 123; 44611 4534: 57.2: 0.941 ; 282' 43021 57.18;
; 95; 1 0.311 1021, 43021 4404; 57.2; 0.12: 1 27'-: 4125: 57.12:
w l�l Mg; 0.92:
:1001 1 0.251 ; 84; 4125; 4209; 57.1: 0.911 1 216;. 39331 57.051
1 3001 1 0.22: ; ; : ; 0.90: ; 1
:105; : +.191 ; 66; ;933' ',999: 57.1; i.191 ; 270: 3729: 56.981
300; 0.161 ; ; : 1 0.68;
:1101 : 481 3729; 3777: 57.0; 0.871 : 2641 35131' 56.90:
1300; : 0.09; 1 ; : 1 : 0.86;
0.')6; : 27, 3513: 3540; 56.9: D.85: 1 - 2561 3282: 56.82;
1300: : 0.031 1 1 ; ; :
0.841 •11 ' 1 ' ,
Q. 1 1 �, / 1 1 : 1 1 T : 1 (� 1 , [) I 41 1
MLO, 1 0.00; 9i 3282} 291: 5b.9, 0._31 1 25_, 303. 56.14/
MAX. M E'-- 57.46' MAX. 01-30 AR6 = ;:.99 C.;5 4AX, STCRA6E= `065 CF
COUNTY of FREDERICK
Departments of Planning and Building
ro• M E M O R A N D U M 703/665-5650
TO:
VA. Dept. of Transportation ATTN: Mr. William H. Bushman
Sanitation Authority , ATTN: Mr. Wellington H. Jones
Stephens City Fire Company ATTN: Mr. Frank W. Welch, Jr.
Planning and Zoning Department , ATTN: Mr. Stephen M. Gyurisin
FROM: Robert W. Watkins, Director DATE: July 2, 1987
SUBJECT: Review Comments On: Conditional Use Permit X Site Plan
Master Development Plan Rezoning
We are reviewing the enclosed request by Nottoway, Section 2 [Revised] ,
or their representative, Dove & Associates, Inc. 667-1103
Will you please review the attached and return your comments to me as soon as
possible.
THIS SPACE SHOULD BE USED FOR REVIEW COMMENTS:
Signature
Date
9 Court Square - P.O. Box 601 - Winchester, Virginia - 22601
COUNTY of FREDERICK
Departments of Planning and Building
703/665-5650
July 8, 1988
Jim Vickers, President
Oakcrest Builders
2023 Valley Avenue
Winchester, Virginia 22601
RE: Nottawav Townhouse Subdivision
Dear Jim:
In response to our meeting yesterday at Nottaway, I have the following comments:
1. I believe a recalculation of run-off and storm water pond needs are in order
due to the site changes. Please have your engineer recheck these figures prior
to final occupancy of the last set of townhouse units.
2. Mr. Bill Bushman, Virginia Department of Transportation Resident Engineer,
would like one set of complete plans for review. Please forward one set to his
office in Edinburg, Virginia as soon as possible.
Your cooperation in this matter is greatly appreciated. Please call if you have
any questions or concerns.
Sincerely.,
Steph in 1.Gyurisin
Deputy Di1. ector
SMG/rsa
cc: William H. Bushman, Virginia Department of Transportation
John Ringer
9 Court Square
P.O. Box 601
Winchester, Virginia
22601